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I � 1 � ! , ; � 4,,,;F1 __� rr I�� I !�: j I,, � j � I I ��7-�'Y' m � 4 111i�t i I , , "I �, I �j � � : , I I,,, i�: , � " ��: � � ,: 1� , I ��������� , "I� 11 I i 2 � :� 11 L I :1111111 I � I 111 : I � � -11 � . I �;� i i �R ;:. I I � I ! i ����, I 1,I � i. I I � I:� I , I I " �: T i 1 I I 11 - bi , � r I ,� ! I r r � I i I I Ji, , -.�-_,,,,,r r � r � , . I Y CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 19, Application Number . . . . . 09-00000548 Date 4/27/09 Property Address . . . . . . 407 LEVY RD Application type description RIGHT-OF-WAY PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc MAYPORT RD AND MAIN STREET TELEPHONE CABLE ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ BELL SOUTH TELECOMMUNICATIONS PER M GRIFFIN 5/15/08 NO LIC INSURANCE REQUIRED ATLANTIC BEACH FL 32233 (904) 256-3182 ---------------------------------------------------------------------------- Permit . . . . . . UTILITIES PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 4/27/09 Valuation . . . . 0 Expiration Date . . 4/27/09 ---------------------------------------------------------------------------- Special Notes and Comments Complete restoration of right-of-way required; including sod as needed. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ' ADDBESS BUILDING ?6BMIT NUMBE8__=����74____________ IN6PECTlUN,--; FOOTING_ SLA8_____ _ _��-_���_�� � __ ___ FRAMING .__ COVER I0SULATIUN_ _ _ _______________ FINAL C£8TI}'lCATE ELEC7RICAl. PERMIT � INSPECTIONS - MECBA0ICAl. PERMIT PLUMBING PERMIT NOTES: � ` ' � �V City of Atlantic Beach A Pll)!)�1 APPLICATION NUMBER �s Building Department (To be assigned by the Building Department.) �J 800 Seminole Road n Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 - Fax(904)247-5845 E-mail: building-dept@coab.us City web-site: http://www.coab.us Date routed: Z APPLICATION REVIEW AND TRACKING FORM Department review required Yes No 0 `, Building Property Address: V 0 Planning &Zoning Applicant: �wpi ��� Tree Administrator ublic Works Pu is ilities Project: h6 Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING "' i �� I L.c V,\ C.! so PLANNING&ZONING (� TREE ADMIN. Reviewed by: Date: I a` Y/01— PUBLIC PUBLIC WORKS Second Review: []Approved as revised. ❑Denied. PUBLIC UTILITIES Comments: PUBLIC SAFETY FIRE SERVICES Reviewed by: Date: Third Review: []Approved as revised. ❑Denied. Comments: Reviewed by: Date: Public Works Plan Review Comments Date: - ��- Oq Initials: i Project Name/Address: C f or7 Levi j )2A Application Permit#: Oq-059 Check Boz Application Tracking Comments to Add Comment Provide impervious surface calculations. ❑ Provide erosion and sediment control plans with installation details and maintenance ❑ schedule. Provide drainage plans showing site topography(flow arrows, etc.) ❑ Provide construction site management plan, including Right-of-Way Permit if using ❑ right-of-way for construction parking. Provide a pre-construction topographic survey prepared by a Florida Licensed ❑ Professional Land Surveyor, showing 1' contours. Section 24-66(b) of the Land Development Regulations requires on-site storage for increased runoff. Provide Delta volume calculations and on-site retention required ❑ per Section 24-66(b). (See attached info. Sheet) If on-site storage is required, a post construction topographic survey documenting ❑ proper construction will be required. A Right-of-Way Permit must be obtained for use ❑ A Revocable Encroachment Permit must be obtained. ❑ Pool—Wellpoint(if used)must discharge into vegetated area 10' minimum from ❑ street or drainage feature (swale, structure or lagoon). All driveway aprons must be concrete, 5 inches thick, 4000 psi, with fibermesh from the edge of the pavement to the property line. Reinforcing rods or mesh are not ❑ allowed in the ROW (Commercial driveways—6"thick). Any utility cuts in the road must be repaired using COJ Standard Detail Case X and must be overlaid 10 feet in each direction from the center of the cut. Repair must be ❑ shown on the plans. P -Roll off container company must be on City approved list and cannot be placed on City right-of-way. ❑ • � �� r 4 CITY OF ATLANTIC BEACH CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS 800 Seminole Road 904-247-5800 ;y Atlantic Beach,Florida 32233-5445 Fax 904-247-5845 Date C\_06 (:S�A �acki)9 PERMIT# Job Address � �v t.l ISSUED BY THE CITY 1�� Permitee: BELLSOUTH TELECOMMUNICATIONS Telephone# 904-777-9052 EXT 233 Permittee Address: 7666 BLANDING BLVD., JACKSONVILLE FL. 32244 ATTN: ANGELA LINDSEY Requesting Permission to Construct: TELEPHONE CABLE -mac'.(-+ies c71'` L�b6 q. COgCQ�t�S Location: (Reference to Cross-Street) Between mocks t `,- Vh-LA(.)Cir+ Rr 1. Applicant declares that prior to filing this application he has asce alned the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. A Letter of Notification was mailed to the following Utilities/Municipalities: ,, Jacksonville Electric Authority Yes (X) No ( ) Date: 4101`09 Bell South Telephone Company Yes ( ) No ( ) Date: Ferrell Gas Yes (X) No ( ) Date: 14 r3► 1g9 Comcast Yes (X) No ( ) Date: 2. Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works, and at the expense of the Permittee unless reimbursement is authorized. 3. All work shall meet City of Atlantic Beach or Florida Department of Transportation Standards and be performed under the supervision of CLINT STRICKLAND (Contractor's Project Superintendent) located at Telephone#: 904-393-4958. 4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee. 5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications and the manner satisfactory to the city. 6. A sketch of plans_covering details of this installation, as well as, a copy of a recent survey shall,be made a., part of this permit 7. This permittee shall commence actual construction in good faith with 60 days. If the beginning date.is more than 60 days from date of permit approval, then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted-construction-.- 8. ermittedconstruction.8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. 9. The Director of Public Works shall be notified twenty-four (24) hours prior to starting work and again immediately upon completion. OWNER Signed: Date: Before me this da of ' -7 in the Count of Duval, y y ;;PFY•��,, M.Alexandra Solano State Of Florida,has personally appeared Commission#DD470953 Notary Public at Large,State of Florida,County o Duval. C - C ices September 12, 953 My commission expires: p p Personally Known: or F K Bonded TroyFain-Insuran a,Inc 800.385.7Qt9 Produced Identification: 2�'3a n 1 a— *-51,0 's CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00028499 Date 7/01/04 Property Address . . . . . . 407 LEVY RD Tenant nbr, name . . . . . . TELECOMMUNICATIONS TOWER Application description . . . COMMERCIAL OTHER STRUCTURES Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 10000 Owner Contractor ------- --------- -------- ------------------------ CLEARWIRE TECHNOLOGIES, INC. PREFERRED CONTRACTING SVCS . 4905 BELFORT RD - #110 8516 RIVERVIEW DRIVE JACKSONVILLE FL 32256 RIVERVIEW FL 33569 (404) 840-8235 (904) 962-3373 --------------------------------------------------------------------------- Permit ELECTRICAL PERMIT Additional desc 100AMP, 1PH, 3W, 240V, 2RACE Sub Contractor VILANO ELECTRIC, INC. Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 irged Paid Credited Due ------- ---------- ---------- ---------- 70 . 00 70 . 00 . 00 . 00 . 00 . 00 . 00 . 00 70 . 00 70 . 00 . 00 . 00 �imQ6n�- fel of City tCUSTOMERaRECEIPTntic a*** Ooer. CKOMOREK Type: OC Dra 67999 Date.. 7!81/84 81 Receipt no: Quantity Amount Descr2% 64 n 28499 pp DUILDIHG PERMIT88 $78.88 1.Tender detail 2354 $78.0 CK CHECKS $78.88 Total tendered $78.88 Total payment Trans date: 7/81164 Time: 16:36:59 _.._. .,vNLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL JUL-91-04 09 :04 AM VILANOIELECTRIC 9046419288 P. 01 i , s CITY OF ATLANTIC B�ACII. ELECTRICAL PERMIT APPOCATION 14 Date: I Property Address: l ' Telephone N. 4L Owner: � C. Contractor: PMS 394 Telephone 14288. 9 8eeoh 8W. 1- Contractor Address: Fax#: -(�i- %1 In consideration of permit given for doing the work es dcsaibcd in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a port hereof and'in aecordanice with the City of Atlantic Beach ordinance and standards of good practice listed therein, tr other constrisction is B (ding: Building Type: O Trailer Service; bgieg done on this building ew O Residence O Temp. Now or site,tin the building O Old Commercial O Signs O Incleasc Pw=4 °,b2 k�� o , Re-wire o Addition 3q.Ft. _ O ;Repair Conductor Size; AMPS: C I COPPER ALUMMim 11 Switch or _ RACE Breaker AMPS PH W VOLT WAY Existing Service RACE Size AMPS PH W VOLT WAY Feeders: NO. SIZE NO SIZE NO iSIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN31 JIM AMPS , Switches Incandescent Fluorescent dt M.V. Fixed o.loo AirtPs SELL , Appliances TRANSFER, Air H.P.RATING H.P.RATING CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. 'VOLTAGE PH NO. OVER 1 H.P. PHS Transformors NO. KVA NO. KVA No.Neoa_Traasf. .� Ea. Si --- Miscellaoeous � i 900 Seminole Road•Atlantic Beacb,Florida 2233-5445 Phone:(904)247.5800. Fax: (904)147-5845 0 bttp://wwr.ei.stlantic-beach.tLus JUL-01-04 09 : 18 AM VILAN01ELECTRIC 9046419288 P. 04 AG CERTIFICATE OF LIABILITY INSU NCE 02/09/20".. ''� PRbo11cIA -(904)i33-3131 FAX (9 4)353-5722 THIS CERTIFICATE 186UED115AMAwER0 INFORMATION ..' Cecil W. Powell & Co. ONLYANO CONFE s NO RIGHT&UPON THE CERTIFICATE P.O, Drawer 41490 MOLDER,THIS CERiTIFICATE DOES NOT AMEND,EXTEND OR 219 Newnan St, ALTER THECOVE 0 AFFORDED BY THE ICIES BELOW. %sonville, FL 32203-1490 INSURERS AFFORDI 000VERAGE NAIL# ano actr c Enc INSURERA; Southern Owners Insurance Co. 14266-19 Beach Blvd INSURER 0: Owners I Surance Co 3acksonville Beach, FL 32250 INSURER C; INSURER D! INSURER E: THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOWTHE POLICY PERIOD INDICATED.NOTWITHSTANDIN4 ANY REOUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT T WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE Mom DESCmem HEREIN 13 SUBJECT TO ALL T E TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE SEEN REDUCED BY PAID CLAIMS. TYPE OF INSURANO! POLICY NUMBER T1�1I Lon 09MUTAIfin' 2-60-809"1"02/23/2004 02/23/ 005 EACH OCCURRENCE i 1000 X COMMERCIAL GENERAL LIABILITY OAMA E TO RENTED f 100 CLAIMS MADE a OCCUR MED Em(Any aft P%rW) I 10 A PERSONAL A ADV INJURY s 1.000. GENERAL AGGREGATE ' S Z�QQQ GERL AGGREGATE LIMIT APPLIES PER I PRODUCTS•COMPIOP AGO i 2 000 X POLICYECT LOC AVrO*QML:UUW.T'► 4ZG9772400 02/23/2004 02 00S COMBINED SINGLE LIMIT s X ANY AUTO ALL OWNED AUTOS BODILY INJURY ! SCHEDULED AUTOS (Par person) 0 X MIRED AUTOS BODILY INJURY X NON-OWNED AUTOS PROPERTY DAMAGE I (Par sookunt) eARAo!LWIUTY AUTO ONLY-EA ACCIDENT, i ANY ALTO OTHER THAN EA ACC f AUTO ONLY: AGO: f ERXXISINNMBRlLLALIABIUTY EACH OCCURRENCE t OCCUR CLAIMSMADE AGGREGATE 1 DEDUCTIBLE RETENTION I I S WOR IGIRS OOMPO"TION AND A T911 01MI.O AIII,LAIRLITY I ANY PROPRIETOPJPAR tEXECUTIVE i E.L.CALM ACCIDENT OFFICERUMEMBER lXCLUDED., i E.L•DISEASE-EA INIPLOYEE f U�e describe unfNr ECIIAL PROVISIONS below El.O(BEABE-POLICY LIMIT 1 OTMiI! • DIECN11YMN OF OPIRATIONS I LOCATIONIN I VNNCLES I OICLU ISIONS ADDING W ENOORBIMINT I SPINCIAL PROYISIONB i knORR CANCELLATION i I I I i >INOYLD ANY OF TN!Ai DEICR ISSO POL S&N CANCELLED BEFORE TWO EXPIRATION DATE TH TME ISSUING INSURER HALL ENDRAVOR TO MAN. 10 DAYS VWN MN NO CE To THE ClRTIFN:ATIE MOLDM 11AMI1D TO TME LWT, City Of Atlantic Beach BUT FAILURE TO MAIL B NOTIORi BNAU IMPON NO OBLIOAIION ON UAwm 900 Sethi ml a VASA OF ANY XB10 UPON TM!i R»ABENTB OR RIEPRMENTA Atlantic Beach, FL 32233 AUrNOI EED IISINTTA lSusan.jordan/BW ACORD 2B(2001/01) )A CORD CORPORATION 1041111 JUL-01-04 09: 18 AM VILANDIELECTRIC 9046419288 P. 03 2003-2004 OCCUPATIONAL �ICENSE "TAX MIKE HOGAN OFFICE OF THE TAX COLLECT t R CITY OF JACKSONVILLE and/or COUNTY OF DUVAL FLORIDA 231 EAST FOftSYTM STREET ROOM 130, JACKSONVILLE,Fl 32202 PHONE: (90e1030 OYO FAX: 19041030•1432 Note A penalty is imposed for failure to keep this license exhibited aonspietoully at yo r eslobllehment or piece of business. This license Is fvrniehed In pursuance Of chapter 770.772 City ordl once codes, i i I VILANO ELECTRIC, INC 04 i I CLARK LAWRENCE 0 14288 BEACH 8V 19 JACKSONVILLE, FL 32250-1551 i i t ACCOUNT NUMBER: 077689-0000-3 `f LOCATION ADDRESS: 3156 LEON RD 1 32246-3669 i DESCRIPTION: CONTRACTOR, ALL TYPES County License Code: 770.307-001 County Jax: $11 .25 Municipal License Code: 772.309 Municipal 1•lax: $56.25 Total Tax Palid: $6150 i VALID FROM OCTOBER 1 , 2003 TO SEPTEMBER � 0, 2004 RCPT #; OO1T000015 DATE: 8/12/2003 AMT: i $67.50 I I ATTENTION `The Following Construction Contractors Require Additional Licensure'!* ALARM POOL ALUMINUM/VINYL RESIDENTIAL BUILDING i ROOFING ELECTRICAL SHEET METAL I SOLAR MECHANICAL PLUMBING I IRRIGATION ' GENERAL CARPENTRY WATER TREATMENT UNDERGROUND UTILITY HEATING AIR CONDITIONING REFRIGERATION j This Is an oCeupatlonel /leans tax only. 1% does not pe►rnit the licensee to violate any existing ri guielory or tonlno laws of the county or City. Not does It exempt the licenses from any other license or permit required by low. This is not e cl.irlifiesliont of the licensee's gYallfiostion. i AX COLLECTO THIS BECOMES A RECEIPT AFER VALIDATION JUL-01-04 09 : 17 AM VILANOIELECTRIC 90464192$$ P. 02 fc.vv.�—LVV� V4l�Vr'H 1 IVIVHL �L. 11i.rC1VaC ; 1 NX MIKE HOGAN OFFICE OF THE. TAX COLLECTOR CITY OF JACKSONVILLE and/or COUNTY OF DUVAL, FLORIDA 231 EAST FORSYTH STREET ROOM 120, JACKSONVILLE,#L 32202 PHONE: (1041510.2010 FAX' 19041030.1437 Nola - A penalty is Imposed for failure to keep this license axhlblttd Conspicuously at our establishment or place of buslnssa. This Ilcenae Is furnished in pursuenee of chapter 770.772 City ordinance codas. CLARK, LAWRENCE 0 04 VILANO ELECTRIC, INC PUB 0394 14288 REACH BV 10 JACKSONVILLE, PL 32280-1661 ACCOUNT NUMBER: 067632-0000-4 LOCATION ADDRESS: 3156 LEON RD 1 32246-3669 i DESCRIPTION: QUALIFYING AGENT, MASTER CRAFTS AN County License Code: 770.000-007 County Tax; N/A Municipal License Code: 772.325 MunicipaliTax: $100.00 Total Tax aid: $100.00 i VALID FROM OCTOBER 1 , 2003 TO SEPTEMBER 30, 2004 " I RCPT >#`: OOITO00016 DATE: 8/12/2003 AMTi $100.00 ATTENTION ""The Following Construction Contractors Require Additional Licensure"" i ALARM POOL ALUMINUWVINYL RESIDENTIAL BUILDING ROOFING ELECTRICAL SHEET METAL SOLAR i MECHANICAL PLUMBING IRRIGATION GENERAL CARPENTRY WATER TRI$ATMENT UNDERGROUND UTILITY HEATING AIR CONDITIONING REFRIGERATION This is sn occupational license lax only. It does not permit the licsnsaa to violate any existing regulatory or zoning laws of the County or City. Nor does It exempt the license* from any other license or permit required by law. This Is not e;Certification of the licensee's qualification, i IX I ,k /joI AX COLLECTO THIS BECOMES A RECEIPT A ER VALIDATION 4UL-01-04 09 : 17 AM VILANOIELECTRIC 9046419288 P. 01 S 1 A I t OF FLORIDA D$FARTXM OF BUSYNESS AND PROFESSIONAL REGULATION i'd . ; ELECTRICAL CONTRACTORS LICENSING BOARD (650),467-1395 1940 NORTH MONROE STREET i TALLAHASSEE FL 32399-0783 CL ARX LAWRENCE D P�R6 ELECTRIC INC JACKSOXVILLE CH BLVD FL 32250 ` I V i STAU of FLORIDA ACP �4 4 3 W DEpART1 .OF' arw PROMs EC 002978 03d��!I$ �8 TIFI R TOR VZ r rE '•.,CPD�..�,��" .. I0 CERTIFIED. under the arwijrlonn o[ Cn,4e9'r0. o�lr tion a•t•, AGO 31, 2006 L04 509,q19'41 I I DETACH HERE AU 1A 4.3 2 6 7 STATE OF FLORIDA � DEPARTMENT OF. BUSINESS AND PROFESSIONA!!L REGUt,ATION ELECTRICAL CONTRACTORS LICENSING BOARD SEQ#L0400901486 106�/0912004 10307L3239 EC00 2978 & �=�� E'•'� . The ELECTRICAL CONTRACTOR "_ `�•; i Named below IS CERTIFIED Under the Provisions of Cha ; p . �._. Expiration date: AUG 31, 200 �"`+�•�'' ,�� i t ' .•t CLARKLAWRENCE ELECTRIC INC : . 166319 BEACH BLVD JACKSONVILLE FL 32250. tTSB HUSH DIANE CARR ' GOVERNOR SECRETARY DISPLAY AS REQUIRED BY LAW ACORDm CERTIFICATE OF LIABILITY INSURANCE RPI-OCBX DATE PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Risk Transfer Holdings ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 301 E. Pine street HOLDER.. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR suite 350 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Orlando, FL 32801 INSURED INSURERS AFFORDING COVERAGE NAIC# Sunshine Staff Leasing, Inc. dba Presidion Solutions I, Inc. INSURERA: First commercial insurance company Sunshine Companies III, Inc, dba Presidion solutions IV, INSURER B: Inc. INSURER C: 4400 PGA Blvd. 10th Floor INSURER D: Palm Beach Gardens, FL 33410 1 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT-TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. POLICY NUMBER POLICYEFFECTIVE POLICY EXPIRATION LIMITS GENERAL LIABILITY EACHOCCURRENCE $ COMMERCIAL GENERAL LIABILITY PREMISE==.) $ CLAIMS MADE 0 OCCUR MED EXP Anyoneperson) $ .. PERSONAL&ADV INJURY $ GENE AGGREGATE $ GENT AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OPAGG $ POLICY PRQ LOC jE AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO (Es accident) ALL OWNEDAUTOS BODILY INJURY $ SCHEDULEDAUTOS (Per person) HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTY DAM AGE $ (Per accident) GARAGELIABILITY AUTOONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EAACC $ AUTOONLY: AGG $ EXCESSIUMBRELLA LIABILITY EACHOCCURRENCE $ OCCUR CLAIMSMADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ A WORKERS COMPENSATION AND 17603-1 07/01/2004 07/01/2005 X %YSTATU- OTH- EMPLOYERS'LIABILITYLLI ER ANY PROPRIETOR/PARTNER/EXECUTIVE EL EACH ACCIDENT $ 1,000,000 OFFiCERAWFMBER EXCLUDED? It yes describe under E L DISEASE-EA EMPLOYEE $ 1,0 0 0,0 D 0 SPE t;IAL PROVISIONSbebw EL DISEASE-POLICYLIMIT $ 1,000,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENTISPECIAL PROVISIONS Coverage is extended to the leased employees of alternate employer (Florida Operations Only) : Vilano Electric Company 06565 Effective 6/06/2001 DISCLAIMER: This Certificate of Insurance does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. CITY OF ATLANTIC BEACH AUTHORIZED REPRESENTATIVE 800 SERI NOLE ROAD ATLANTIC BEACH FL 32233 ACORD 25(2001/08) C ACORD CORPORATION 1988 City or Atlantic Beach jEPRINT * COSTAR RECEIPT **+� aper: DSMITH' Type: OC Drawer: 1 Date: 6/24/84 01 Receipt no: 66596 Description 2uantity Amount BP BUILDING PERMITS 1.00 $128.80 Tender detail CK DIED(S 1237 $128.80 Total tendered $120.00 Total payment $120.00 Trans date: 6/24/04 Time: 14:41:22 Tj CITY OF ATLANTIC BEACH 1 s 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00028499 Date 6/24/04 Property Address . . . . . . 407 LEVY RD Tenant nbr, name . . . . . . TELECOMMUNICATIONS TOWER Application description . . . COMMERCIAL OTHER STRUCTURES Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 10000 Owner Contractor ---------------- -------- ------------------------ CLEARWIRE TECHNOLOGIES, INC. PREFERRED CONTRACTING SVCS . 4905 BELFORT RD - #110 8516 RIVERVIEW DRIVE JACKSONVILLE FL 32256 RIVERVIEW FL 33569 (404) 840-8235 (904) 962-3373 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 80 . 00 Plan Check Fee 40 . 00 Issue Date . . . . Valuation . . . . 10000 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 80 . 00 80 . 00 . 00 . 00 Plan Check Total 40 . 00 40 . 00 . 00 . 00 Grand Total 120 . 00 120 . 00 . 00 . 00 PqAff IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING D at... ( s BUILDING OFFICIAL CITY OF ATLANTIC BEACH s� PERMIT CALCULATION SHEET Date: Address �(0 J F ri y a D T Air �N�F_ � Qr Ti of (,j Heated Square Footage @ $ per sq ft = $ Garage/ Shed @$ per sq ft= $ L Carport/Porch per sq ft = $ Deck SLS $ per sq ft = $ Patio @$ per sq ft = $ TOTAL VALUATION: $ / Qx Q !U $ 35 . Total Valuation Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEAE $!-� ZONING: + %Z Filing Fee $ FLOOD ZONE:)4 @$35.00 $ IMPERVIOUS S ACE: BUILDING PERMIT FEE $ WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT$ SEWER TAP $ C ( ) RADON HRS .0050 $ SECTION H PAVING ( ) $ CROSS CONNECTION $ ST( ) SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ 1113103 CITY OF ATLANTIC BEACH 13UILDING PERMIT APPLICATION �r (New/Residential & Commercial) Date: 6 Job Address: yD-? I-e-, Owner's Name: C.t Qo.ttJ t r,e ^p(o , e• 71„ Address:km 0c— t54,15,-,4- X.J.#1(0 � Ll(e SU2CZ Phone: qOq - 9y O Q 2 Legal Description: Block Number: Lot Number: Zoning District: Contractor: fee .�-�- �, C,.reA.State License Number: LL_ a (.Z 3T-C- Address: Q SIG f� ✓e+ry r e� T,�-, Phone: • '7 4 I •(0 75? City: zw._e,-vl e w State:�_Zip: '51 t-6 Fax: Describe proposed use and work to be done: c_,.o f o:�n -1-e t 9 C_Q— C-0.J70,1 c 0e-r - Present use of land or building(s): Valuation of proposed construction: 'to 00C? Is approval of Homeowner's Association or other private entity required? 0 If yes,please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees?/JO 2O. Applicant certifies that no change in site grade or fill material will be used on this project. ES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. VO. Applicant certifies that no trees will be removed for this project. ES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 • http://www.ci.atlantic-beach.fl.us Page 2 Revised 1/04 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations. Include driveways,sidewalks,patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Provide drainage plans. 7. Provide erosion and sediment control plan. 8. Any other documents requested by Building Dept.,Planning Dept.,Public Works and Public Utilities. I hereby certify that all information provided with this application is correct. (� p r�e.ofi �.. �' Date: v' ry • C Signature of Owner: S !� )L I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with,whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: Date: 17 A 7 Address and contact information of person to receive all correspondence regarding this application(please print). Name: A 0^a-V,A.^ .5� V__ Mailing Address: Phone: 4fO tt,714 O- J&Z5<-- Fax: 37— -- D 3 0 (, E-Mail: AS TO OWNER: Sworn to and subscribed before me this /0& day of � --� ,20 04 . State of Florida,County of Duval r...re MAUREEN04 Notary's Signature: file ' MY COMMISSION#DD 095080 EXPIRES:March 31,2006 personally known n"',•? Bonded r mu Notuy Pow Unden"ftm Q'Produced identification Type of identification produced FTS L F,65.2-433- 7 AS TO CONTRACTOR: Sworn to and subscribed before me this j 7 day of 91 g20,,.,�� j)q .• State of Florida,County of Duval Y 4�„ L SAMANTHA STACEY Notary's Signature: MY COMMISSION#OD121674 EXPIRES:MAY 30,2006 Personally known Bonded through Advantage Notary Produced identification t Type of identification produced FIL 5ab- 71m3- 71 - A -0 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 Fax: (904)247-5845 http://www.ei.atlantic-beach.fl.us Page 3 Revised 1/04 fr.L�r CITY OF ATLANTIC BEACH OWNER/BUILDER AFFIDAVIT Date: Job Address: 440-7 CHAPTER 489,FLORIDA STATUTES,PART I "CONSTRUCTION CONTRACTING"REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7),FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE OWNER OF YOUR PROPERTY, TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE— OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF $25,000.00 OR LESS. THE BUILDING-MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE,WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. ORDINANCES ALSO ALLOW AN OWNER TO IMPROVE THEIR OWN PROPERTY WHEN IT IS FOR PERSONAL OR FAMILY USE, AND LIKEWISE REQUIRE ALL WORK(EXCEPT MAINTENANCE UNDER$2,000)BE UNDER A BUILDING PERMIT AND PASS ALL NORMAL INSPECTIONS. THE ORDINANCE STATES OWNERS MAY PHYSICALLY DO WORK THEMSELVES;OR MAY HIRE UNLICENSED WORKERS PROVIDED SUCH WORKERS BE UNDER"DIRECT SUPERVISION OF THE OWNER,WHO MUST BE ON THE JOB AT ALL TRY ES WHILE WORK IS IN PROGRESS BY UNLICENSED TRADES PEOPLE." THIS DOES NOT ALLOW USE OF UNLICENSED CONTRACTORS. SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS-WORKER'S COMPENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSURANCE POLICY TO CLEARLY PROTECT THE OWNER OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(1). AN "OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY"CERTIFICATE OF COMPETENCY"OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT(247-5826)IF IN DOUBT. I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. J�4t'� Bn PRO TY OWNER/B ER SWORN TO AND SUBSCRIBED BEFORE ME THIS J DA 4(/A) �2 I TARY PUBLIC MY COMMISSION EXPIRESPfltary putAc, Cly'r:n County Georgi& NOTE: PHRASES UNDERLINED ABOVE. My Commission Expires Oct. 15, 2007. SQ 1 April 2004 To Whom It May Concern: This is to inform you that Clearwire Technologies has contracted with EarthCom Services, Inc. as an agent of Clearwire in the purposes of performing Site Acquisition activities in our current telecom deployment. EarthCom Services, Inc. representatives include: Jonathan Frank Val Kazia Jay Shira Richard Shira If you have any questions or concerns regarding said agent,please feel free to contact me at 817-723-8891. jTha yy you, N u Br n Clearwire Technologies, Inc. STATE OF TEXAS COUNTY OF TARRANT This instrument was acknowledged before me on the 27th day of April, 2004 by Nobu Brown. I , C1.C. Notary Public, State pf Texas e%%,p MELINDA BELLNotary PublicSTATE OE TEXAS My Cann.Exp. 101W212007 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET TTALLAHASSEE FL 32399-0783 HAYNES, ROBERT CHRISTOPHER PREFERRED CONTRACTING SERVICES INC 8516 RIVERVIEW DRIVE RIVERVIEW FL 33569 STATE OF FLORIDA AC# . DEPARTMENT OF BUSINESS AND PROFESSIONAL'REGULATION CGC062355 , 12/18/03030317941 CERTIFIED GENERAL CONTRACTOR HAYNES, ROBERT CHRISTOPHER PREFERRED CONTRACTING SERVICES IN IS CERTIFIED under the provinims of ch.489 Y8. szpiration date. AUG 31, 2004 L03121800331 DETACH HERE STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD SEQ#L03123.800331 LICENSE NBR 2/18 2003 030317941 CGCO62355 The GENERAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2004 HAYNES ROBERT CHRISTOPHER PREHifiED CONTRACTING SERVICES INC 8516 RIVERVIEW DRIVE RIVERVIEW FL 33569 riTAWR rA'PR AC# 13 3 9 8 9 8 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD SEQ#L04032000506 • LICENSE NBR 10!3!2!02004 030317941 IQB22234 The BUSINESS ORGANIZATION Named below IS QUALIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2005 (THIS IS NOT A LICENSE TO PERFORM WORK. THIS ALLOWS COMPANY TO DO BUSINESS ONLY IF IT HAS A QUALIFIER. ) PREFERRED CONTRACTING SERVICES INC 8516 RIVERVIEW DRIVE RIVERVIEW FL 33569 JEB BUSH DIANE CARR GOVERNOR DISPLAY AS REQUIRED BY LAW SECRETARY The Sunshine State Mum NL#mm H52�� - 283-0 ROWXr CHRISTGMPHERMAYNES 18828 HAWKRMIE ROAD LITHK FL UU7.0000 NRfkkG1'E 8D( MOT.,EBT. g4ppRgg " 08.0.1.71 M a." ISSUM Q8-11-00 f1 tlRW DUK"TE 04-1'8-01 OMAN DONOR 041 W03i Wn GRMR Of°RaCof vehi!�c omffl rtp CGFlsarrt t0 any acbriaty tad r°quir°d by tow. --- ---T • v+aurtvtlt�rl crUVNfTY OCCUPA ONAL LIGE SE EXPIRES 9.80-2004 Zauo NO, xis 0 ozamr— IITPWM ° ° 1 111200 C.CODE BUS NESS PE KWASTV TAX .000 CON7Rp fl t OR-GENER,4� SURGMME 40.00 18.00 BUSINESS 8818 RIVERVIEW OR IOCAMON ..-RIl V1EN�t,335 9 E .. RQBEw C "I�wlulrla 851W'RIVI!MEW OR AWRESs RIVERVIEW FL 33569 DOUG DLl.DEIY,TAX COLLECTOR $13$13-635420o �:�lC:�rIIU P'1L 3:C�"1"t'E�k 5k* LICENSETHS BECOM93 A TAX FMcEIPT WNSN yALI DATPb, Doug Beldenr Hi-llsborough 00 TRU-Coll. 4 W-164Y LICENM TO SWAW INWAMg, PAID-CK 463»80 10)29/2003 'Roassuwra.areor nTwNSPB{FrEnMMoM. NI NTPA TRAM:0007L.111200.0040 8-.32AM 4206 11920000002 aanniAnn2 nnnnrr,nn. Z0 39Vd VMANa i? OCS(llS HlIbd EBTSTL9 EZ:Zt b00Z/9Z/ti0 04/21/2004 16:02 3866779661 MITCHELL NOEL PAGE 01/01 "Ra CERTIFICATE OF LIABILITY IN URANCq,, Q NP °Ao�iM 1"'► PRODUCER 04 THRS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE MITCRM—NOEL IVC HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 194 3 GRANADA BLVD ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. ORHM BMH FL 32176 Phone:386-677-4761 Fax:386-673-5370 INSURERS AFFORDING COVERAGE INSURED INSURER a AMO C?ll ums 1�TSURANt~E ENSURER R. ,CNA Preferred Contracting Services INSURER Chris Ha ®S 8516 RIV�+R, DR INSURER D: Riverview FL 32569 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED,NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDII'!ON OF ANY COI+ITRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, LTR TYPE OF INSURANCE POLICY NUMBER DATE M DATE Mlp LIWTS POLICY EFFEC GENERALLIABII.ITY EACH OCCURRENCE 01000000 A X COMMIMOtALWNERALLIABILMY 206317$403 03/28/04 03/28/05 FIRE DAMAGE tAww*rira) x100000 CLAIMS MADE o OCCUR LIED EXP(Arty ana person) $ 10000 X NON OWMD &HIRED PERSONAL&ADV INJURY $1000000 GENERAL AGGREGATE s2000000 GENLAGGREGATE LMMAPPLIES PER PRODUCTS-COMPIOPAGO $2000000 FX7 POLICY FI TOT LOC AUTOMOBILE LIABILITY COMSINEOSINGLE LIMIT 51000000- A X ANY AUTO 4482162600 11/06/03 11/06/04 (eaaaddent) ALL OWNED AUTOS BODILY INJURY $ X SCHEDULED AUTOS (Per Polson) $ HIRED AUTO$ BODILY INJURY $ NON-OWNEO AUTOS (Par mcIderd) PROPERTY DAMAGE $ (Par acckwwrl) GARAGE LIABILITY AUTO)ONLY-FA ACCIDENT $ ANY AUTO EA ACC $ OTHERTWAN AUTO ONLY; AGG S Exc>ss LlAsem EACH OCCURRENCE $5000000. A X OCCUR CLAIMsMADE 4436265801. 03/28/04 03/28/0$ AGGREGATE $ 5000000. $ DEDUCTIBLE g RETENTIONd S WORKERS COMPENSATION AND TORY LINKS ER EMPLOYERS'LIMBILITY -— E.L,EACH ACCIDENT $ E.L DISEASE-EA EMPLO S E.L.DISEASE-POLICY LIMIT I$ OTHER B PROF LIAR MCA254083488 11/05/03 11./05/04 1000000 OCC 1000000 AGG )ESCRIPTION OF OPERATIONSJLOCAMNSNEHtCL v&XCLUSIONS ADDED eY ENDORSEMENTISPECIAL PROVISIONS :ERTIFICATE HOLDER N I ADDITIONAL INSURED;INSURER LETTER:_ CANCELLATION , gq1 SHOULD ANY OF THE A80VE DEBCRIMED POLICIES BE CANCELLED BEFORE TM&EXPIRATION DATE THEREOF,771E ISSUING INSURER WILL ENDEAVOR TO IAAIL _3Q,DAYS WRITTEN CITY OF dACRSOWILI,L NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,OUT FAILURE TO 00 SO SHALL DXmOpbffm SERVICES DIVISION IMPOSE NO OBLIGATION OR LIABIUTY OF ANY IOND UPON THE INSURER,IT$AGENTS OR 220 E SAY 3T. ROOM 100 SACKSONVILLB FL 32202 NSA Es. EPRESEhIr S `G CORD 29-5(7/97) CACORD CORPORATION 1988 ACORt]„ �ER77F1CATE taF LIABILITY INSURANCE 4ZSST29Li 04/2//20004 PRODWER THIS MRTIFISM 121 ISSUM M A MA OF INFORMATION Riak Transfer Roidings ONLY AND CONS NO RIGHTS UPON THE CERTIFICATE 301 S. ?sea stre4t HOLDER.THIS CERTIFICATE DOES NOT AMEND, EXTEND OR Suit* iso ALTER THE COVERAGE APFORMI) BY THE POLICIES BELOW. Orlando, PL 32801 IN$URERB AFFORDING COVERAGE NAIC O VIOURFa jItS~A; rirsL Commercial Insurance Caapany Southe"'Carn CdMp3Ui48r Ti74_ 3350 ayshwood Park Drive IN9URL738 suite 200 IN9uil€Rtc Tampa, rL 39618 { 1 E" VERA©ES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISISUED TO THE INSURED NAMazD ABOVE FOR THE POLICY PAMOD INDICATED.N0TmT zrAN DING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH IIESPECT TO WHICH THIS CMACATE MAY BE ISSUED OR WAY FLRTAK THE OMRANCE AFPORDED By THE pOLICIBS DEWRIND HGRFNI IS SUO.Ma TO ALL THETERMSy EXCLUSIONS AND CONDITIONS OF SUCH POIJOIES,AOGREOATE LJUITS SHOVAI MAY HAVE BEEN REDW ED BY PAID OLAIMM POUCYNumfigl9f A UMTS GIs1N86ALLLANUTY EA[2tOCCAJfIRB1Cf 3 _ COMMEFICIALGEIE JUL LIAD WY $ C".MMAOR 0OCCUR M6AE1iP OrwlONfoN 8 �... .��.� -PEF*0tAAL&A0VWJLW iiAl.A6ti�iGATT $ r itAC�c;REGAYEL iaPPIIESPEf1: P4�OOtR"Ci S-CCrAI►/C)IA06 $ 17 Pwev LDo AUMMOMLSUALRLrry CX]tJBtNED8S1(i£LRiI7 i ANYAUTA (�aucaan) ALL6MRWCALrM8 KOWNJURY 90WA) LEDAUTOS OIWS HSKDALMX =Ywiry S NON-OW N6D AUTGS KWERTYDAMAGI: a GARAGEUAMMY AUTOONLY•FAACMDEW m 7 ANYAUTO an-eftlymm aAAGC S AUMO NLY: AOO LiXOGSSI"R2"UA9LPrV aACHQC c t iDOCILIit ®CLASYwrr6ACE AC9WGATlE.�_ a S 0901 CTILILE �_ $ RETENTION $ 3 A T10RKWWCOMPIDGAnONAND 15924_3 01/01/2004 01/01/2009 X a 6i L YfiWLABLL(Y EL UMMACCIOI'JiT i 1.000.DDD ANYPROPPJ TOR/PAWNrPjL=LJTw OFFICERAAEN9ER MWOEDT EL.C>ISEA3E-EAEiAPiJ.Y ; 1,C00,OCC OMMO EL09WASE•POUCVLaff $ lr 000,ODO M*ArMR essCRLVr*MOFopg"714WjWCAIMOMIV90ft"IGWL.USSX*SA00609YGYCORt6MWISI MAL0A0V " Coverage is extended to the leased .employees of alternate enPloyer (Florida Operationa Only): Preferred Contracting Services DISCLAIMTrR: This Cextifioate of Lnaur"" floes not constituto a contract b®Lwe" the issuing iA&UT4r(S), authorised regresentativ4 or producer, and the certificate bolder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. TE HOLDER CANCELLATION SNOMQANYOFTHi ABOVE OrSCA 80IOLKAR9 89C4WWJM 46FORLTH&OPRATION OATF TMER8w,T11E Amon RL4uBER VALL EkKAVOR TO MNL JR DAYS V"V 9N NOTA TO TIMI ClMLRCAT EAOLDER NAMFO To 7WE LB",RUr FAILURE To 00 SCI SHALL jUposE No C&L"TIOTI OR UAaUTY OF ANP KIND UPON THE INSUR611,ITC A42M OR City of jacksonville Development sarvioa Division RePRfiaGFrrA.Tl11iY. 220 E. spay 3'CY44t AUTnwum RHPnzsmTATIvEM 32202 .'��'•.' RODrn 100 ,' 9hnvi ACO RD 25(20M)DR) G AQORD CORPORATION i 908 TOO/T00'd 6500 69:80 b00ZaZZ''idy CITY OF ATLANTIC BEACH c"C�� BUILDING / ZONING DEPARTMENT L. Wiggins 800 Seminole Road S. Doerr J � Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # _n LL - ZZS L49 - I Property Address: 40 —7 Uaj Y 'Q�i4Z Applicant: ~RD TZR—C 3 CEQIV,i�C'C'l 1136- :�OCLS Project: -Z �� This permit application has been: Approved ❑ Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: Date: `/ t C AS) CITY OF ATI-AN. TI-AN I>l�r� LU� ��' JUN 18 2004 April 29, 2004 Mr. John Eigenbrode ' _ ° Morrison Hershfield Crown Castle International `: �"_,, �- �.� _ 66 Perimeter Center East, Ste 600 9105 Monroe Rd., Suite 1�5 _ Atlanta, GA 30346 Charlotte, FL 28270 770-379-8500 704-321-3816 www.morrisonhershfield.com Subject: Structural Analysis Report Carrier Designation Clearwire Co-Locate Carrier Site Number: JCK031 Carrier Site Name: Neptune Beach Crown Castle Designation Crown Castle BU Number: 812565 Crown Castle Site Name: Mayport Crown Castle JDE Job No.: N/A Engineering Firm Designation MHC Project Number: 6043032/CN1-071 Site Data 407 Levy Road, Atlantic Beach, FL/ Duval County Latitude 30-20-13, Longitude -81-25-12 190 Foot Self-Supporting Tower Dear Mr. Eigenbrode, Morrison Hershfield is pleased to submit this "Structural Analysis Report" to determine the structural adequacy of the aforementioned tower. This analysis has been performed in accordance with the Crown Castle Structural `Statement of Work' and the terms of Crown Castle Purchase Order No. 157226. The purpose of the analysis is to determine the suitability of the tower with the addition of Clearwire's proposed antenna installation of four (4) Stella Doradus SD2690075V/N panel antennas with eight (8) 5/16" feedlines at 172 ft when combined with the existing and reserved equipment on the structure. This analysis has been performed in accordance with the 2001 Florida Building Code based upon a 3- second gust wind speed condition of 120 mph with no ice and the requirements of the TIA/EIA 222-F standard for a fastest-mile wind speed of 95 mph for Duval County. Based on our analysis, we have determined�that the tower and foundation are sufficient for the proposed loading. We at Morrison Hershfield appreciate the opportunity of providing our continuing professional services to you and Crown Castle International. If you have any questions or need further assistance on this or any other projects please give us a call. Respectfully submitted, APPROVED CITY OF ATLANTIC BEACH BUILDING OFFICE JUN 21 2004 Denis Hum, P.E. (FL No. 56352) (' Senior Engineer ' _ SDS-Report-CN 1-071.doc Crown Castle International Page 2 193 Foot Self-Supporting Tower Structural Analysis Report 4/29/04 MH Project Number CN1-071 CCI BU No. 812565 TABLE OF CONTENTS INTRODUCTION ANALYSIS CRITERIA Table 1 — Proposed Antenna and Cable Information Table 2— Existing Antenna and Cable Information Table 3— Design Antenna and Cable Information ANALYSIS PROCEDURE Table 4— Documents Provided Analysis Method Assumptions ANALYSIS RESULTS Table 5—Tower Component Stresses vs. Capacity Table 6—Tower Foundation Results APPENDIX A Output from ERI Tower© APPENDIX B Cable Routing Drawing Antenna Cut Sheets APPENDIX C Manufacturer's Tower Drawings Soils Report APPENDIX D Antenna Application Form 13562 SDS-Report-CN 1-071.doc J Crown Castle International Page 3 193 Foot Self-Supporting Tower Structural Analysis Report 4/29/04 MH Project Number CN1-071 CCI BU No. 812565 INTRODUCTION Morrison Hershfield, as requested by Crown Castle International, has carried out an analysis of the 190 ft self-supporting tower referenced in this report. The tower was designed by Rohn in 1990, and has not undergone any structural modifications since. It is located at 407 Levy Road, Atlantic Beach, FL in Duval County. ANALYSIS CRITERIA The structural analysis was performed for this tower in accordance with the requirements of 2001 Florida Building Code and ASCE 7-98 for a 3-second gust wind speed of 120 mph and meets the wind load provisions of the TIA/EIA-222-F for a fastest-mile wind speed of 95 mph for Duval County. The tower is assumed situated in an Exposure C location, and is classified as a Category 4 structure (emergency response facility) with an importance factor of 1.15. No radial ice was considered in the analysis. The tower was originally designed for a wind speed of 100 mph per ANSI/EIA-222 DD 1986. Information available at the time of analysis included the tower manufacturer's drawings, existing and proposed antenna details, and a soils report for the site (refer to Table 4). This information was sufficient for an analysis of the tower, subject to the conditions stated in the "Assumptions" section of this report. Table 1 — Proposed Antenna and Cable Information Ce66r@r > the NU[iintf3na rteoaM4det Mobn� Mgn1`Nfodet Eeeck Feed: �Ee Arita, IU{{anufaGturerManuf ctu�er. , Line' rt 172 4 Stella Doradus SD2690075V/N panel Valmont Pipe adapter r 8 5/16" P 62331 o Table 2 — Existing and Reserved Antenna and Cable Information LuteLieC�RC a RkMouni y FeQd �t "Ra�Mo del n iFount IflCodet Feld Lure= m EC �r Ar>Its �nfe�trer ,, d,i ifManufac$urer .,� 185 4 Decibel DB878H105 panel - 4W 1-5/8" 185 8 Decibel DB878G105AXY panel _ (3)Gate-Boom mounts 8 1-5/8" 185 2 - Omni antennas - 2 1-5/8" 165 1 Mark PA-21B72G dish - Leg mounted 1 1-5/8" 164 1 Mark PA21A48L dish - Leg mounted 1 7/8" 130 9 CSA PCSX033-18-0 panel - 9 1.5/8° 130 2 CSA A-24A24C dish _ (3)T-Frame mounts 2 1/2" 130 9 Ericsson KRY 112 37 TMA's 48 1 Decibel ASP-955 omni - (1)Stand-Off arm 1 1/2^ Notes: Any discrepancies in loading from Tables 1 and 2 should be brought to Morrison Hershfield's attention; results of this analysis cannot be used if the loading is substantially different. Refer to Appendix B for cable routing. ++ Where no specific model is given, antenna mount details have been assumed based on photographs. S DS-Report-CN 1-071.doc Crown Castle International Page 4 193 Foot Self-Supporting Tower Structural Analysis Report 4/29/04 MH Project Number CN1-071 CCI BU No. 812565 104 Table 3 — Design Antenna and Cable Information Center Line Num' -Num lev ants. Attere;Model. Nfaun>~IVlecfeE Feed . EeecF deet) b ' 190 12 PD1251 190 3 PD10017 (1)Mounting frame 185 2 8 ft diameter HP dish 176 2 8 ft diameter HP dish Design loading per Rohn Drawing No. C901881,dated 11/6/1990. ANALYSIS PROCEDURE Available Documentation Crown Castle provided Morrison Hershfield with portions of various documents to assist in our analysis. These documents are listed in Table 4. Table 4— Documents Provided Document Remarks Reference Source Rohn Drawing No C901881 Tower manufacturer's drawings Crown Doc no. Site Data dated 11/6/90 g 225932 Manager ATEC Proj No. 72-01065 Geotechnical report Crown Doc no. Site Data dated 12/3/90 111139 Manager Analysis Methods As required by Crown Castle International, ERI Tower, a commercially available software program for the analysis of telecommunication towers, was used to create a three-dimensional model of the tower and calculate member stresses for various load cases. Selected output from the analysis is included in Appendix A. Assumptions The following assumptions were made in order to perform this analysis: 1. The tower and foundations were built in accordance with the manufacturer's specifications. 2. The tower and foundations have been maintained in accordance with the manufacturer's specifications and are in good condition. 3. No modifications to the original tower have been made. 4. The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Tables 1 and 2 and in the cable routing drawing in Appendix B. 5. Where applicable, transmission cables are considered to be structural components for calculating wind loads, as allowed by TIAIEIA-222-F. 6. The foundations are capable of safely supporting the original foundation design loads shown on the documents provided. Exceptions to the foregoing assumptions are stated explicitly in this report. The analysis may be affected if any of the assumptions are not valid or have been made in error. In such an event, Morrison Hershfield shall be permitted to review any new information in order to determine its effect on the structural adequacy of the tower. SDS-Report-CN 1-071.doc Crown Castle International Page 5 193 Foot Self-Supporting Tower Structural Analysis Report 4/29/04 MH Project Number CN1-071 CCI BU No. 812565 ANALYSIS RESULTS Summary results of our structural analysis are presented in Tables 5 and 6 below. Selected listings from the computer analysis are provided in Appendix A. The results show that the tower is in conformance with the requirements of the relevant standards for the proposed loading. The 2% overstress is considered to be within acceptable limits. The foundation capacity is based on a comparison of the base reactions with the original design reactions. The foundation may therefore, by comparison, be considered to be adequate for the existing and proposed loading. Table 5—Tower Component Stresses vs. Capacity Section Elevation Combined Stress Allowable Stress Percent Capacity No. Ratio Ratio Used 1 180 - 190 ft 0.28 1.333 20.9 2 160 - 180 ft 0.64 1.333 48.0 3 140- 160 ft 0.74 1.333 55.7 4 120 - 140 ft 1.21 1.333 90.6 5 100 - 120 ft 1.12 1.333 83.8 6 80 - 100 ft 1.16 1.333 86.8 7 60 - 80 ft 1.27 1.333 95.6 8 40 - 60 ft 0.91 1.333 68.5 9 20-40 ft 1.02 1.333 76.7 10 0-20 ft 1.36 1.333 101.9 Table 6—Tower Foundation Results Load Type Original Current % Ratio to Design Analysis Original Compression (kip) 346.8 280.0 80.7 Uplift (kip) 311.2 249.9 80.3 Shear (kip) 63.8 57.0 89.3 SDS-Report-CN1-071.doc APPENDIX A Output from Computer Programs SDS-Report-CN 1-071.doc a r 190.0 ft FQ APPURTENANCES ® TYPE ELEVATION TYPE ELEVATION N 160_0 tt (4)DB878H 105 185 PA-21872G 165 (4)D0878G105AXY 185 PA-21 A48L 164 ¢ ¢ w (4)06878G105AXY 185 (3)PCSX033-18-0 130 w n x x ASP-973 185 (9)Ericsson KRY 112 37 TMA's 130 ASP-973185 (3)T-F,...mounts 130 (3)Gale-Boom mounts 185 (3)PCSX033-18-0 130 ¢ ¢ Z SD2690075V/N 172 (3)PCSX033-18-0 130 D 7'� O 160.0 ft S02690075V/N 172 A-24A24E-C 130 ¢ N SD2690075WN 172 A-24A24E-C 1130 e S02690075VlN 172 ASP-955 48 ¢ Pipe mount adapter 172 (1)Stantl-Off arm mount 48 rn z m ® 3 SYMBOL LIST ¢ 0 MARK SIZE MARK SIZE N 1 40m tt A ROHN 2.5 X-STA C ROHN 1.5 STD T o '- 6 ROHN 2 STD ¢ ¢ o MATERIAL STRENGTH y GRADE Fy Fu GRADE Fy Fu ~ n A572-50 150 ksi 65 ksi z T TOWER DESIGN NOTES 120.0 ft 1. Tower designed in accordance with the TIA/EIA-222-F Standard. 2. A 120 mph 3-second peak gust ASCE 7-98 wind profile used. u o 3. Wind importance factor is 1.15,Exposure C. w y 4. Deflections are based upon a 50 mph wind. N 5. TOWER RATING: 101.9% z z / z z z 100.0ft o Q to Q N N ¢ 8 Z Z 1 2 O _ ¢ J W 80.0 ft Z O ¢ n � m n � � o 60.0 n 0 N NO � W W N _ [O t7 N ` Ott x� Z Z m O O Z ¢ ¢ Q 7 N MAX PIER FORCES: DOWN: 280005 Ib UPLIFT: -249856 Ib 20.0 tt SHEAR: 34303/b AXIAL w a N N N N m 43189 Ib MOMENT N F 6368 kip-it ¢° 0 0 0 0 ° ® SHEAR ¢ ¢ ¢ ¢ ¢ 56986 Ib 0.0 tt F TORQUE 9 kip-ft REACTIONS-120 mph WIND N M N O m a 8 A m Morrison Hershfield Job:6043032 66 Perimeter Center E, Ste 600 Project MHC CN1-071/Mayport aiemt Atlanta, GA Crown Castle Internationa Drawn by SDS Appd. Phone:(770)379-8500 GOd81 TIAJEIA-222-F Date04/2710 S`aie` NTS FAX: 770 379-8501 Path.C:\RUMSST\CN1-071\E-1.antl Pr Moe FddarlCNl-071.en D"No.E-1 s ERITower Job 6043032 Page 1 of 5 Morrison Hershfield Project Date 66 Perimeter Center E,Ste 600 MHC CN 1-071 /Mayport 12:17:43 04/27/04 Atlanta,GA Client Designed by Phone:(770)379-8500 Crown Castle International FAX:(770)379-8501 SDS Tower Input Data The main tower is a 3x free standing tower with an overall height of 190.00 ft above the ground line. The base of the tower is set at an elevation of 0.00 ft above the ground line. The face width of the tower is 8.50 ft at the top and 27.68 ft at the base. This tower is designed using the TIA/EIA-222-F standard. The following design criteria apply: A 120 mph 3-second peak gust ASCE 7-98 wind profile used (exposure Q. Wind importance factor is 1.15. Deflections calculated using a wind speed of 50 mph. Pressures are calculated at each section. Stress ratio used in tower member design is 1.333. Local bending stresses due to climbing loads and feedline supports are not considered. Options Consider Moments-Legs Distribute Leg Loads As Uniform Treat Feedline Bundles As Cylinder Consider Moments-Horizontals Assume Legs Pinned Use ASCE 10 X-Brace Ly Rules Consider Moments-Diagonals Assume Rigid Index Plate Calculate Redundant Bracing Forces Use Moment Magnification Use Clear Spans For Wind Area Ignore Redundant Members in FEA Use Code Stress Ratios Use Clear Spans For KUr SR Leg Bolts Resist Compression Use Code Safety Factors-Guys Retension Guys To Initial Tension 4 All Leg Panels Have Same Allowable Escalate Ice Bypass Mast Stability Checks 4 Offset Girt At Foundation Always Use Max Kz Use Azimuth Dish Coefficients Consider Feedline Torque Use Special Wind Profile Project Wind Area of Appurt. Include Angle Block Shear Check Include Bolts In Member Capacity Autocalc Torque Arm Areas Poles Leg Bolts Are At Top Of Section SR Members Have Cut Ends 4 Include Shear-Torsion Interaction Secondary Horizontal Braces Leg Sort Capacity Reports By Component Always Use Sub-Critical Flow Use Diamond Inner Bracing(4 Sided) Use Top Mounted Sockets Tower Section Geometry Tower Tower Assembly Description Section Number Section Section Elevation Database Width of Length Sections J? ft ft Tl 190.00-180.00 MWB46-B780719-R2 8.50 1 10.00 72 180.00-160.00 MWB61-B810103-R2 8.54 1 20.00 T3 160.00-140.00 MWC34-B770595-R3 8.63 1 20.00 T4 140.00-120.00 MWD54-B820224-R I 10.71 1 20.00 T5 120.00-100.00 12.79 1 20.00 T6 100.00-80.00 15.04 1 20.00 T7 80.00-60.00 17.54 1 20.00 T8 60.00-40.00 MWH29-B800809-R3 20.18 1 20.00 T9 40.00-20.00 MWJ35-B810102-R2 22.68 1 20.00 T10 20.00-0.00 25.18 1 20.00 �. 1ERITower Job Page 6043032 2 of 5 Morrison Hershfield Project Date 66 Perimeter Center E,Ste 600 MHC CN 1-071 /Mayport 12:17:43 04/27/04 Atlanta, GA Client Designed by Phone:(770)379-8500 Crown Castle International FAX:(770)379-8501 SIDS Tower Section Geometry (cont'd Tower Tower Diagonal Bracing Has Has Top Girt Bottom Girt Section Elevation Spacing Type K Brace Horizontals Offset Offset End Panels _ in _ in Tl 190.00-180.00 4.92 K Brace Down No Yes 1.0000 1.0000 T2 180.00-160.00 6.61 K Brace Down No Yes 1.0000 1.0000 T3 160.00-140.00 6.61 K Brace Down No Yes 1.0000 1.0000 T4 140.00-120.00 6.61 K Brace Down No Yes 1.0000 1.0000 T5 120.00-100.00 9.92 K Brace Down No Yes 1.0000 1.0000 T6 100.00-80.00 9.92 K Brace Down No Yes 1.0000 1.0000 T7 80.00-60.00 9.92 K Brace Down No Yes 1.0000 1.0000 T8 60.00-40.00 9.92 K Brace Down No Yes 1.0000 1.0000 T9 40.00-20.00 9.92 K Brace Down No Yes 1.0000 1.0000 T10 20.00-0.00 19.83 KI Down No Yes 1.0000 1.0000 Feed Line/Linear Appurtenances - Entered As Round Or Flat Description Face Allow Component Placement Total Number Clear Width or Perimeter Weight or Shield Type Number Per Row Spacing Diameter in_ inin plf 15/8~ B Yes At(CfAe) 185.00-0.00 11 11 1.9800 1.9800_ _ 1.04 15/8 C Yes At(CfAe) 185.00-0.00 3 3 1.9800 1.9800 1.04 597-6013(5/16 A Yes At(CfAe) 172.00-0.00 8 8 1.5000 0.3100 0.03 COPPER) 15/8 C Yes At(CfAe) 165.00-0.00 1 1 1.9800 1.9800 1.04 7/8 C Yes At(CfAe) 164.00-0.00 1 1 1.5000 1.1100 0.54 15/8 A Yes Ar(CfAe) 130.00-0.00 9 6 1.9800 1.9800 1.04 1/2 A Yes Ar(CfAe) 130.00-0.00 2 2 1.5000 0.0001 0.25 1/2 C Yes Ar(CfAe) 48.00-0.00 1 1 1.5000 0.5800 0.25 Feedline Ladder B Yes Af(CfAe) 185.00-0.00 1 1 1.5000 1.0000 2.5000 8.40 Feedline Ladder C Yes Af(CfAe) 185.00-0.00 1 1 1.5000 1.0000 2.5000 8.40 Discrete Tower Loads Description Face Offset Offsets.- Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft deg ft ftZ lb ft Ft (4)DB878H105 A From Face 5.00 0.0000 185.00 No Ice 11.47 6.02 20.00 0.00 0.00 (4)DB878GI05AXY B From Face 5.00 0.0000 185.00 No Ice 10.30 5.63 25.00 0.00 0.00 (4)DB878GI05AXY C From Face 5.00 0.0000 185.00 No Ice 10.30 5.63 25.00 0.00 0.00 ASP-973 C From Leg 0.00 0.0000 185.00 No Ice 3.50 3.50 27.00 0.00 5.00 ASP-973 A From Leo 0.00 0.0000 185.00 No Ice 3.50 3.50 27.00 Page ERITvwer Job 6043032 3 of 5 Project Date Morrison Hershfield 66 Perimeter Center E,Ste 600 MHC CN1-071 /Mayport 12:17:43 04/27/04 Atlanta,CA Client Designed by Phone:(770)379-8500 Crown Castle International SIDS FAX:(770)379-8501 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert .ft deg ft ftz ft2 lb h ft 0.00 5,00 (3)Gate-Boom mounts C None 0.0000 185.00 No Ice 46.00 46.00 1850.00 SD2690075V/N A From Leg 0.50 0.0000 172.00 No Ice 4.15 2.62 13.88 0.00 0.00 SD2690075V/N B From Leg 0.50 -30.0000 172.00 No Ice 4.15 2.62 13.88 0.00 0.00 SD2690075V/N C From Face 0.50 0.0000 172.00 No Ice 4.15 2.62 13.88 0.00 0.00 SD2690075V/N C From Leg 0.50 30.0000 172.00 No Ice 4.15 2.62 13.88 0.00 0.00 Pipe mount adapter C From Face 0.00 0.0000 172.00 No Ice 2.00 1.00 40.00 0.00 0.00 (3)PCSX033-I8-0 C From Leg 3.00 60.0000 130.00 No Ice 8.57 4.14 26.40 0.00 0.00 (3)PCSX033-18-0 B From Leg 3.00 -20.0000 130.00 No Ice 8.57 4.14 26.40 0.00 0.00 (3)PCSX033-18-0 A From Leg 3.00 20.0000 130.00 No Ice 8.57 4.14 26.40 0.00 0.00 (9)Ericsson KRY 112 37 A None 0.0000 130.00 No Ice 5.32 4.43 126.00 TMA's (3)T-Frame mounts C None 0.0000 130.00 No Ice 35.00 35.00 1500.00 ASP-955 B From Leg 3.00 0.0000 48.00 No Ice 0.44 0.44 3.00 0.00 0.00 (1)Stand-Off arm mount B From Leg 1.50 0.0000 48.00 No Ice 2.00 4.00 90.00 0.00 0:00 Dishes Description Face Dish Offset Offsets: Azimuth 3 dB Elevation Outside Aperture Weight or Type Type Horz Adjustment Beam Diameter Area Leg Lateral Width Vert f7 deg_ ft ft ft1 Ib PA-21 B72G C Paraboloid w/o From 0.50 0.0000 165.00 6.21 No Ice 24.20 171.00 Radome Leg 0.00 0.00 PA-21A48L B Paraboloid From 0.50 40.0000 164.00 6.21 No Ice 24.20 171.00 w/Shroud(HP) Leg 0.00 0.00 A-24A24E-C B Paraboloid w/o From 3.00 -20.0000 130.00 2.17 No Ice 4.70 15.00 a ERITower Job Page � 6043032 4 of 5 Morrison Hershfield Project Date 66 Perimeter Center E,Ste 600 MHC CN 1-071 / Mayport 12:17:43 04/27/04 Atlanta, GA Client Designed by Phone:(770)379-8500 Crown Castle International FAX:(770)379-8501 SIDS Description Face Dish Offset Offsets: Azimuth 3 dB Elevation Outside Aperture Weight or Type Type Horz Adjustment Beam Diameter Area Leg Lateral Width Vert f? deg._ ft lb Radome Leg 0.00 0.00 A-24A24E-C A Paraboloid w/o From 3.00 20.0000 130.00 2.17 No Ice 4.70 15.00 Radome Leg 0.00 0.00 Section Capacity Table Section Elevation Component Size Critical P SF*P„u,,w % Pass No. ft Type Element lb Ib Capacity Fail Tl 190-180 Leg ROHN 2.5 X-STR 2 7433.19 4 66236.37 15.0 Pass Diagonal ROHN 2 STD 15 -4648.19 22209.91 20.9 Pass Horizontal ROHN 1.5 STD 13 -3403.34 20302.26 16.8 Pass Top Girt ROHN 1.5 STD 5 -126.19 20344.25 0.6 Pass Inner Bracing L2x2xi/8 16 -4.98 5829.93 0.I Pass T2 180- 160 Leg ROHN 3 X-STR 32 -40436.20 84311.98 48.0 Pass Diagonal ROHN 2 X-STR 36 -9105.61 20628.71 44.1 Pass Horizontal ROHN 1.5 STD 34 -4827.66 20252.67 23.8 Pass Inner Bracing L2x2xl/8 45 5.79 5726.94 0.1 Pass T3 160-140 Leg ROHN 4 X-STR 75 -73757.50 139498.44 52.9 Pass Diagonal ROHN 2 STD 78 -7606.92 I3657.38 55.7 Pass Horizontal ROHN 1.5 STD 76 -4739.10 17387.78 27.3 Pass Inner Bracing L2x2xl/8 87 -4.58 4223.69 0.1 Pass T4 140- 120 Leg ROHM 5 X-STR 117 -109006.00 206716.30 52.7 Pass Diagonal ROHN 2 STD 119 -10614.40 11712.31 90.6 Pass Horizontal ROHN 2 STD 118 -7333.42 24673.16 29.7 Pass 29.9(b) Inner Bracing L2x2x1/8 127 -7.44 2893.84 0.3 Pass T5 120-100 Leg ROHN 6 EHS 159 -143437.00 212817.44 67.4 Pass Diagonal ROHN 2.5 STD 161 -12319.60 14706.19 83.8 Pass Horizontal ROHN 2 STD 160 -7358.48 20439.02 36.0 Pass Inner Bracing L2x2x1/8 169 -6.57 2185.55 0.3 Pass T6 100-80 Leg ROHN 6 EH 189 -173261.00 265049.71 65.4 Pass Diagonal ROHN 2.5 STD 191 -11161.60 12857.58 86.8 Pass Horizontal ROHN 2 STD 190 -7280.07 14859.48 49.0 Pass Inner Bracing L2 1/2x2 1/2x3/16 200 -6.04 4604.32 0.1 Pass 77 80-60 Leg ROHN 6 EH 219 -200284.00 265020.38 75.6 Pass Diagonal ROHN 2.5 STD 221 -10678.30 11166.59 95.6 Pass Horizontal ROHN 2.5 STD 220 -7441.57 25234.49 29.5 Pass 30.8(b) Inner Bracing L3x3x3/16 229 -7.48 6019.25 0.1 Pass T8 60-40 Leg ROHN 8 EHS 248 -228139.00 333102.02 68.5 Pass Diagonal ROHN 3 STD 251 -11746.60 19603.50 59.9 Pass Horizontal ROHN 2.5 STD 250 -8573.81 19722.13 43.5 Pass Inner Bracing L3 1/2x3 1/2xl/4 259 -8.43 9802.99 0.1 Pass T9 40-20 Leg ROHN 8 EHS 278 -255462.00 333102.02 76.7 Pass Diagonal ROHN 3 STD 281 -12158.80 17209.43 70.7 Pass Horizontal ROHN 2.5 STD 280 -9197.28 15702.07 58.6 Pass Inner Bracing L3 1/2x3 1/2x1/4 290 ' -8.33 7861.51 0.1 Pass T10 20-0 Leg ROHN 8 EH 308 -281748.00 435972.29 64.6 Pass Diagonal ROHN 2.5 EH 311 -18519.00 18180.52 101.9 Fail X Horizontal ROHN 2.5 STD 310 -9950.24 14126.07 70.4 Pass Redund Horz 1 ROHN 1.5 STD 330 -1080.51 12151.45 8.9 Pass Bracing Redund Diag 1 ROHN 1.5 STD 320 -1012.48 3734.67 27.1 Pass Bracing s Page ERITower Job 6043032 5 of 5 Morrison Hershfield Project Date 66 Perimeter Center E,Ste 600 MHC CN 1-071 / Mayport 12:17:43 04/27/04 Atlanta, GA Client Designed by Phone:(770)379-8500 Crown Castle International SDS FAX:(770)379-8501 Section Elevation Component Size Critical P SF*Pwi— % Pass No ft Type Element lb lb Capacity _ Fail Redund Hip 1 ROHN 1.5 STD 333 -11.04 10804.02 0.1 Pass Bracing Inner Bracing ROHN 2 STD 336 -4.57 4353.02 0.3 Pass Summary Leg(T9) 76.7 Pass Diagonal 101.9 Fail X (T10) Horizontal 70.4 Pass (T10) Top Girt 0.6 Pass (TI) Redund 8.9 Pass Horz 1 Bracing (Tl0) Redund 27.1 Pass Dia-1 Bracing (T10) Redund Hip 0.1 Pass I Bracing (T10) Inner 0.3 Pass Bracing (TIO) Bolt Checks 62.5 Pass RATING= 101.9 Fail X Program Version 2.0.0.71 -1/2/2004 File:C:/RUN/SST/CN1-071/CNI-07 Leri APPENDIX B Cable Routing Drawing Antenna Cut Sheets SDS-Report-CN 1-071.doc EXISTING T—MOBILE LEG A (6) 1-5/8.0 TO 130' EXISTING CINGULAR (11) 1-5/8"0 TO 185' FACE C EXISTING CINGULAR (4) 1-5/8-0 TO 185' (1) 7/8"o TO 185' (1) 1/2-0 TO 185' EXISTING CABLE RUNS (NOT TO SCALE) EXISTING and FUTURE LEG A T—MOBILE (9) 1-5/8-0 TO 130' (2) 1/2-0 TO 130' A\ PROPOSED CLEARWIRE C,t" (8) 5/16.0 TO 172' 10) EXISTING CINGULAR (11) 1-5/8"0 TO 185' FACE C M0RRI30N EXISTING CINGULAR HRR 8 S F I E L D (4) 1-5/8"0 TO 185' "FMAVU COW rur,WM Ww A"""^QA 3MM re{no)s»eaoo rac{m)s»aaor (1) 7/8"0 TO 185' (1) 1/2-0 TO 185' Project CROWN CASTLE PROPOSED CABLE RUNS (NOT TO SCALE) WIF elzm CNt-071 1 Make:Stella Doradus Model: SD2690075V/N Polarization:V Gain: 17 dBi Azimuth beamwidth:90° Elevation beamwidth:7e,with null fill Length x width x depth: 120 cm x 23 cm x 14 cm Weight: 6.3 kg Wind load: 180 Ib. @ 125 mph Connector: N female Color: light gray Horizontal and Vertical radiation patterns HOPMONTAL PLANE PATTERN VERTICAL PLANE PATTERN 3e0' 350' o• ,o• 20° Azimuth 0.0° 330',, 30' IV 320',-' .' �\ /!' '.. 50, 26, W 2W zeo X. Y 77 so, 5° l 27 -}- 90• .y 26 100, no �r` !�.Y. f ,o 240. y\, ,;`Y\'�./X\\ f 20' -30' y/ �. ~i`� -35' - -3 - - Q-24•ZO.16-, •8 •4 0 230�ti `. 'X, 130' .` tep- Relative dB 220',- ts7 217 Pnttarn&lo:SA2690075VNb.ati• 2pp• 190' 107 igp. ,Y7 Relative dR Typical mounting with tilt brackets on vertical pole. The antenna as pictured is 160 cm length, rather than 120 cm. Otherwise,it is identical to the current model SD2690075V/N. I„�q ?ex APPENDIX C Manufacturer's Tower Drawings (refer to Table 4) Soils Report (refer to Table 4) SDS-Report-CN 1-071.doc APPENDIX D Application Form SDS-Report-CN1-071.doc a Crown Castle Online Application Pagel of 3 i **Cut Sheet data has been entered on this application.The"Application Quote Approved By Customer"milestone can not be set until all cut sheet data has been cleared.To Clear cut sheet data,click edit link and choose the appropriate manufacturer/model from drop down selection. Application ID: 13562 Revision#1 Submitted:25 Mar 2004 Submitted By: CCIC_DWAGNER Original App Date: 25 Mar 2004 Desired Install Date: 15 May 2004 Reason for Application: First time antenna installation at this JDE Job Number N/A site Applications are subject to applicable Crown Castle engineering,regulatory,zoning/planning,and priority property- owner approval.Approval conditions may result in alternative requirements for type and/or placement of equipment. Approval conditions may also lead to additional or revised engineering analysis at Crown Castle discretion and upon consent of the customer. Company Information Site Information Company: Clearwire Technologies,inc. ** Crown Castle MAYPORT Address: 10210 NE Points Drive,Suite#210** Site Name: City/Town: Kirkland** Crown Castle 812565 Site ID: County: N/A Address: 407 Levy Road State: WA** Postal Code: 98033-0000* City/Town: Atlantic Beach Customer N/A State: FL Postal Code: 32233 Job Number: County: Duval Site Status: N/A Customer Customer Latitud^: 30°20' 13.0" Longitude: -810 25' 12.0" Site Name: Neptune Beach Site Number: JCK031 Structure Type: SELF Structure Height: 193 ft SUPPORT Legal Entity Information Operating Legal Entity: N/A Primary Contact: Jonathan Frank Phone: 404-840-8235 E-mail: jonathan.frank@msn.com Fax: 817-416-8903 Address: 10210 NE Points Drive,Suite#210 City/Town: Kirkland State: WA Postal Code: 98033-0000 RF Contact: Leo Thomasian Phone: 469-737-7558 E-mail: Thomasian@clearwire.com Antenna Information C Line Mech Mfg./ TransmitTransmitReceiveReceive # Fig.Pos.Elev Azimuth Tilt Model Technology Start Stop Start Stop Use Svc Orient Status 1 1T- A 172 ft 60 0 STELLA OFDM 2500.0 2686.0 2500.0 2686.0 Tx/Rx 1 Mid- Proposed 2 DORADUS Mount SD2690075 V/N 2 1T- B 172 ft 150 0 STELLA OFDM 2500.0 2686.0 2500.0 2686.0 Tx/Rx 1 Mid- Proposed 2 DORADUS Mount SD2690075 V/N 3 1T- C 172 ft 240 0 STELLA OFDM 2500.0 2686.0 2500.0 2686.0 Tx/Rx 1 Mid- Proposed 2 DORADUS Mount SD2690075 V/N 4 1T- D 172 ft 330 0 STELLA OFDM 2500.0 2686.0 2500.0 2686.0 Tx/Rx 1 Mid- Proposed 2 DORADUS Mount SD2690075 V/N 1 3 Crown Castle Online Application Page 2 of 3 Teedline Information # Fig. Pos.Qty Mfg. Model Connector Type Color Code Length Status 1 1 T-2 A 2 Primary: NEXTNET WIRELESS 597-6013 N Type N/A 222 ft Proposed Secondary: N/A 2 IT-2 B 2 Primary: NEXTNET WIRELESS 597-6013 N Type N/A 222 ft Proposed Secondary: N/A 3 IT-2 C 2 Primary: NEXTNET WIRELESS 597-6013 N Type N/A 222 ft Proposed Secondary: N/A 4 1T-2 D 2 Primary: NEXTNET WIRELESS 597-6013 N Type N/A 222 ft Proposed Secondary: N/A Optional Component Information Lightning Suppressor Tower Mounted Amplifier # Fig. Pos. Mfg. Model Mfg. Model Elev.1 Elev.2 Status 1 1T-2 A HUBERandSUHNER 3400.00.0271 N/A N/A N/A N/A N/A 2 1T-2 B HUBERandSUHNER 3400.00.0271 N/A N/A N/A N/A N/A 3 1T-2 C HUBERandSUHNER 3400.00.0271 N/A N/A N/A N/A N/A 4 IT-2 D HUBERandSUHNER 3400.00.0271 N/A N/A N/A N/A N/A Base Station Information Station Service: I Manufacturer NEXTNET WIRELESS Model BTS-2500 Max.Transmit Antenna Power EIRP(Watts) 79 Connector Type N Type Base Station Power(Watts) N/A Transmitter lntermod Protection(if required) Band Pass Filter Manufacturer N/A Band Pass Filter Model N/A Band Pass Filter Range N/A Duplexor Manufacturer N/A Duplexor Model N/A Duplexor Tx/Rx Isolation N/A Building/Pad/Power Requirements Type L W H Power Requirements Building Requirements VAC 240 Phase Single Phase New Building/Shelter Cabinet 3 ft a ft 5 ft Existing Building/Shelter Floor Space N/A N/A N/A Amps 40 Building Identification 0 Generator Needed? No kW)rator Size N/A Pad Requirements Generator Generator Fuel Type N/A Manufacturer N/A Required Leased Size 7 ft 711 4 ft Pad Size 4 ft 4 ft Generator Fuel Tank N/A Generator Model N/A Size Number of Equipment Cabinets at time of Install 1 Battery Requirements Quantity 0 Manufacturer N/A Model N/A Comments/Additional Information Comments: ��ZYTT.TT/'1\yMIr �rown Castle Online Application Page 3 of 3 The NextNet BTS-2500 unitls will be mounted at the antenna level,one per antenna.Also installing one trimb 2000 GPS next to BTS(one GPS per site).The tower mounted amplifier is 351bs and is 19.3"h x 11.3"w x 5.1"d(to be mounted at proposed AGL) GPS antenna to be located at proposed AGL. "Indicates where Cut Sheet data has been entered. NOTICE: Structural Analysis shall be performed in accordance with the current revision of the TIA/EIA 222 standard and applicable local building permit codes and standards.EME analysis shall be consistent with current revision of FCC/OSHA standard OETB 65.AM detuning,when required,will be performed to 47 CFR22.371.The customer is responsible for all analysis expenses. All construction drawings are subject to Crown Castle engineering approval prior to commencement of tower attachments and compound installations.Installation of equipment not conforming to approved drawings may violate the terms of the occupancy agreement and will be corrected at the customer's expense.Crown Castle International requires drawings for pre-construction approval and as built drawings for physical configuration validation to be submitted as unlocked AutoCAD files(Version 2000i preferred). Appendix A-Antenna,Feedline,TMA&Base Station Frequency Spec;ications Antenna Specifications Quantity Manufacturer Model Type Height Width Depth Weight Flat Plate Area 4 STELLA DORADUS SD2690075V/N PANEL 47.2 IN 9.05 IN 5.51 IN 13.88 LBS 3.0 FT2 I Feedline Specifications Quantity Manufacturer Model Nominal Size Nominal O.D. 8 NEXTNET WIRELESS 597-6013 5/16 0.3125 IN B Base Station Frequency Specifications Base Station EIRP Operating Frequency Transmit Receive Start Stop Start Stop 1 79 2500.0 2686.0 2500.0 2686.0 err .� ninny-'' --Aron A -- • Book 11835 Page 306 -�177Z#3NONd NWnj1WK'w 5 NOTICE OF COMMENCEMENT State of 1� 7t opt dl 4- Tax Folio No. 1 -7 z Sz S- 0000 County of It To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal description of property being improved: 1.7 'Z Z` X ►`�'-1- G,,,• -1- /,.,e o-�- 'f Address of property being improved: H o`I General description of improvements: "t oc e..Ji Owner: GI rwirt Tc .,e� Z-, Address: /OZlo N)C- Po.., iter-. k=,rKf,�, ►,� Owner's interest in site of the improvement: Fee Sim l Titleholder(i other than owner): Name: Address. TIVon tractor: W Address: Sg�/G ��de—..��u 'rte-, �,.�¢rvap�a)7 �L -SS'-�Toc#•200 .07855 DUUNPhone No: qt'S -"7d2l - !o-7< Fax No: Surety(if any): Fi ed $ Remrdad Address: Amount of Bond$ 06/24/2004 02:22:13 PM Phone No: Fax No: J IR PULLER CLERK efREUIT COURT Name and address of any person making a loan for the construction of the improvements. DUVAL COUNTY Name: RECORDING $_x,44 Address: RUSTFU_N_D f 1.00 _ __ Phone No: Fax No: 4.00 Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name: Address: Phone No: Fax No: In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option). Name: Address: Phone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed: 0-( _ !Date: �'z"7 ' / Oi!k1h6i1i{;,,y/, Before is ay of '�., ,� in the County i`y�.tiee�etly Rossife���,y� of Duval, State of Florid I as persona y appeare � N1SSlONA •� a�oh25, ,'p*% Notary Public at Large, Sta of lorida,County of Duval. ' m x�issiou expires: �&, aS.,`Z,,,,,-7 Personal! I�ur' �a� a #DD196193 or c s` -- T �9;• „ ��Q� �P ced Identification: o� •, ?uult�l!!!! \ - 0 11% to 7 � o� � as za Ox -t1 W G s O `L (fid C) m c k $ 0 o � D � a �c Gilt itoAOF' Q 1%d��epttw u TION oE�1cs�F0a iNsp�C REO`VES �rm�tNe t� 4 f ✓ t 'O Air Gond pate ctor �p8\NG Hestin9 O edCAntra p 9n C pir$Fa� s lop Pr AM d hWirin9 p•M' Gcote Rou9 e C r'ts O ridaY Name � Foptin9 CJ p �p Spec N V��p�N C slab C fR�N 8 rarnin9 C anter FtEPpY A M Rooting Wed. Ile ¢incl insP�tr p�UPancY 'lUesy �' � •✓ pertiticateot Mon' pate Made 1nsP�tron �.1 V q�s rq� g IS Ar ww p tow vV§Jakil "T a �. c TOE 29 rt # bd � - Zak o4ilr,11,14_1 iuell; _4 < : Tbtmil ':Pllo t . tit 00 A aun Sao 06 / f HE TOWER AT 104 Sao ry - jt " yyyy�.".i ' g "y�'_y� c�i fit' ? 'W�! r . i.k1J 00 a+ € O.0 s6i 00 K 0 A ' O "SAP fid« t •`; 433 ,. � Pt �1 .a 1 s Ute:' `{F yiI �rr�'.SMv +m '�w'M dwero Mbokr.M}'�p'kpJ?w �� BOARD OF Nt)tt ,-�A1:t1 :Rt #�CkRi1$fk14E1 FO }T1NS MUSTS iW$fl +G" F # P AMIT..UQtL1Six MONTH X1FT�R ROA TE�iF} �i lF Ut E3'l G MATE JA RUBE31 H ar�����3RIS FR�M,TFi.#s w©�K Mush{+ TBE P�ACEp iN Pt1Bl�1�`i�P�i �AN t�MU��S� � P�iiWHAU�. f3 't- t7 TRACTOR t)R OWNER : ' '. �f l Fwd'ACCORDING TO AP—WED PLAA151NHIChi ARE PART ";7MISflEi 1fT ANDIV "TTt� CH#3tIRID N�E3 A�fi� V . . CITY OF BUILDING PERMIT APPLICATION 716 OCEAN BOULEVARD REQUIRED SUBMITTALS P,0,BOX 2g Each application for building permit must be accompanied by two complete ATLANTIC BEACH.FLORIDA 52239 sets of plans, including a detailed site plan. indicating location of TELEPHONE(9O4)24%.2N5 utilities, parking, size of yards and other data as required by code and/or the building, zoning or community development departments of the City of Atlantic Beach; one set of Florida Energy Efficiency Code sheets (on new construction or additions of 500 sq.ft. or more); and a recent survey of the land for new construction and additions. J 1; rte � � iyyr APPLICATION CHECKLIST PUBLIC WORKS 1. Building Application form -, 2. Two complete sets of plans pp 3. Detailed Site Plan FE 5 4. Recent Survey, if required 5. Owner/Builder Affidavit" "Required when owner acts as contractor TIME REQUIRED FOR PERMITTING VARIES; APPLICATIONS ARE CONSIDERED IN THE ORDER RECEIVED. SCHEDULING INSPECTIONS Requests for inspection are taken from 8:00 a.m. until 4:30 p.m. Inspections are made the following working ay; please specify am or pm inspection. When calling in an inspection please have the Permit number, job location and type of inspection needed. Inspections are scheduled as follows: 1. Footing 2. Under slab plumbing/sewer 3. Slab 4. Framing. rough electrical. mechanical, plumbing call for cover-up on building, use building permit number and reference other applicable permit numbers (electrical, mechanical, etc.) 5. Insulation 6. Final inspection/Certificate of Occupancy. BUILDING CARD MUST BE POSTED OR NO INSPECTIONS WILL BE MADE Concrete cannot be poured and work cannot be covered up until the building card is SIGNED by the inspector. You may be required to uncover any work that has not been inspected. It is the responsibility of the BUILDER/CONTRACTOR to post the building card. A fee of $15 is charged for n1l reinspection. , u CITY OF ?RCPERTY DESCRIPTION 1*144- e 716 OCEAN BOULEVARD 4-_-_Block 4--------Section # P.O.BOX 25 ATLANTIC BEACH,FLORIDA 32233 / Q TELEPHONE lyo9f 249-2395 3ubdiviaian:�u.?� if--z'F-/`'6,5,,.,Z�( nmr --- Street Name DESCRIPTION OF WORK :r Address:____4J ----^--------- ------- Ifin a FLOOD HAZARD 'lood Zone:__x_-_______area complete page 3. Brief Descriptian: t 1GI/�C=o�ut�.-____-_ Class of Work: ev Remodel/Addition)_________ :OHING INFORMATION Type of Construction: e-�- '" :oning Proposed district ---------Use:--------------------- Estimated Value sQOO_ t�d_-____ :xceptions or Materials: -------------------------- ariances Granted:_______________:_________ Solid or ------------------------------- -- Filled GroundoRoof: OWNER INFORMATION Method of Hosting:__________________ Property Ovner: -,,,,� Q _ Phone: �_ O Mailing Address U -------------------- i�l1SL� _ _ 1�JQ. ------------------------- ------- CONTRACTOR INFORMATION Contractor: �:�.. t�31. 2C�1 L4'J--------------------- Phane:� Mailing Addrepa:_.IrQLc -1 ------------------------- ----------------------- Zip:, A 3rw------- __ Q Expiration License Number;_��3�=�-- z j?=---------------------- Date _-- I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE 5 AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO r GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES, • 4.. REGULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR TVIE PERFORMANCE OF CONSTRUCTION OF THE PROJECT, I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT I:, CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. Owner Signature Date g -------- E- '� Contractor Signature.... ______DateOft. __ FLOODPLAIN DEVELOPMENT INFORMATION Type of Development: A1C_lr t. ----------------------------- Flood Zone:-�------------------- Required Lowest Floor Elevation:--------------- If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy vill be issued until the survey is on -file with the Building Department. COMMENTS: Applicant Acknovledgement: I understand that the issuance of this permit is contingent upon the above information being correct and ihat the plane and supporting date have been or shall be provided as required. I agree to comply vith all applicable provisions of Ordinance No. 25-7-11 and all other laws or 0 ordinances affecting the proposed development. Date --------Applicant's Signature-�� - ----------- ------------------------------------------- ---------- -------------------------------------------r--------- Department Use Required Lovest Floor Elevation ---------------- As Built Lowest Floor Elevation ----------------- Survey Filed vith Building Department ----------- ----------------------------------- Building Department Representative page 3 CITY OF 716 OCEAN BOULEVARD P.O.BOX 25 ATLANTIC BEACH,FLORIDA 32233 TELEPHONE(904)249-2395 February -71, 19-91 h' L-i R A IV f) UM boi'i C.. Koso y "f)J_7 ec-toz- 01 public servlcar'-:; N RE: BELLS6 7UTH NOBILITY JNC_,"c-ELLULAR ��YSTE­111 .57ANDARD CELL SITE, NEAR LEVY ROAD AND MAJ"N STREET We have reviewed the referenced site plan for- (-7radincj and d.tainage and have the follow.i-ric.7 comments: 1 ) The sur-vely must, be sec-al ed, 2) An as-built surve'v -,,hall be submitted upon completion Of the proJect, with spot elevations- in the same locations, for our review. In accordance with plan sheet A--I, Oenei-al Notes & 3, no water 02- sewer- service will be required. We will defer to your 01-tico -for ,review of any variances- r-equiz-ed, e. g. 190' height of tower with 1-3 ' additional height for equipment, and other, local, State and Federal permits required, e. g. F. A. A. , etc. 11' you need further information please call me. RSK/t b cc: Him D. LeinbachlCit v Manaaer George _y DL WorlevlCommu it -velopment Director n Tim TownsendlPlants Division Chief File Address `U / Heated Square Footage @ $ per sq ft $ _ f Garage/Shed @ $ per sq ft $ Carport/Porch @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio v @ $ per sq ft = $ TOTAL VALUATION: $ C? C} Total Valuation 1st $ T O Remainder Valuation $u.0per thousand or portion thereof w.. --------------------------------------------, Total Building Fee $ ADDITIONAL PERMITS and/or FEES REQUIRED + k Filing Fee $ Mechanical Fireplaces @ 15.00 � BUILDING'PERMIT FEE $ Plumbing Electric/New ' ------------------------------------------------- Electric/Temp BUILDING PERMIT Septic Tank Well WATER METER CHAR( Scrinming Pool . SEWER IMPACT' FEE $ _ WATER IMPACT FEE $ --�` Signj NGt'tqrzS Water Connection 4$� � "�� °�=�)MISCELLANEOUS Sewer Connection $ Water Meter Elevation Certificate �) GRAND TOTAL DUE $ ---------------------------------------------------------------------------------------------- CALCULATIONS and/or NOTES s �1 r , OCIA NADEEM ZEBOUNI, P.E. LETTER OF TRANSMITTAL IM ��Tel: (904) 285-9890 Fax: (904) 285-1002 TO: Building Department DATE: February 26, 1991 716 Ocean Boulevard PROJECT: Bell South Mobility City of Atlantic Beach YOUR REFERENCE: Cocker OUR REFERENCE: Z9132 ATTENTION: Mr. Don Ford GENTLEMEN: WE ARE SENDING YOU ❑ HEREWITH X1 DELIVERED BY HAND ❑ UNDER SEPARATE COVER VIA THE FOLLOWING ITEMS: CHANGE ORDER ❑ ESTIMATES ❑ FIELD ORDER K LETTER ❑ PLANS ❑ PRINTS ❑ PRODUCT LITERATURE ❑ PROPOSAL ❑ REPORTS ❑ SAMPLES ❑ SEPIAS ❑ SHOP DRAWINGS 11 SPECIFICATIONS ❑ SURVEY I-�] TRACINGS ❑ OTHER COPIES DATE OR NO. DESCRIPTION ACTION CODE 4 2/19/1991 Letter of recommendation A, E 1 2/26/1991 Invoice ACTION CODE A. FOR YOUR USE F. NO EXCEPTIONS TAKEN K. RETURN CORRECTED PRINTS B. FOR APPROVAL G. NOTE MARKINGS L. SUBMIT COPIES TO US C.AS REQUESTED H. RETURNED FOR CORRECTIONS M. RESUBMIT--COPIES TO US D. FOR REVIEW AND COMMENT I.CONFIRM N. FOR YOUR SIGNATURE E.SEE REMARKS BELOW J. RETURNED AFTER LOAN TO US O.RETURN ENCLOSURES TO US REMARKS: If you need assistance during construction, please let me know. COPIES TO: w w 'File - O? I0 0 /' J _W El W D W ♦ , 1 S Ll ' - E El 0 jN. G. Zebouni, P.E. IF ENCLOSURES ARE NOT AS NOTED, PLEASE NFOR US IMME ELY 200 EXECUTIVE WAY, SUITE 216 • PONTE VED A BEACH, FLORIDA 32082 �$�S�2�Hx4c�A�t4�4P9Ir� x�c�x'k#IX�lk•x+�k�bthHxx�2• Sc� �AE'�46fc�Y�t4kfc�kA�Eta�ikX3�>E6c AB�c �i l NADEEM ZEBOUNI, P.E. Tel• (904) 285-9890 ��. Fax: (904) 285-1002 February 19, 1991 Mr. Don Ford, Building Official Building Department 716 Ocean Boulevard City of Atlantic Beach, FL 32233 Subject: Bell South Mobility JAX - JHX Cell Site: JAX-DM Jacksonville, Florida Dear Mr. Ford Last week, you furnished me with a complete set of the construction documents for the proposed cell building and self-supported tower structure. The drawings consisted of a survey prepared by Boatwright Land Surveyors, Inc. on October 25, 1990 and three drawings, "A.1", "S.1", and "E.1" prepared by Slater-Paull and Associates on November 12, 1990 and December 14, 1990. One set of the specifications accompanied the drawings. A set of the shop drawings for the cell building and tower were also included. The tower shop drawings were prepared, signed, and sealed by a registered engineer on 1-16-1991 For a 100 MPH Basic Wind Speed. The cell building shop drawings were approved by VFP, Inc. Engineering on August 8, 1989, for 115 MPH Wind Velocity. Attached is a copy of a letter I received from Mr. Ed Rock, with Cocker Construction, stating that the State of Florida, Department of Community Affairs, has extended VFP approval to December 31, 1991. A general check of the structural elements in the drawings and specifications was performed. During your inspections, pay close attention to the following: 1. Earthwork operations performed under the supervision of ATEC Associates, Inc. to insure compliance with their site and subgrade construction recommendations. 2. Dewatering might be required to lower the water table at least 12" below the bottom of the footing excavations for proper compaction. 3. Insure symmetry of tower, antennas, and transmission lines during construction to minimize erection and torsional stresses. 4. No field welding is allowed during erection. 5. All bolts must be hot-dip galvanized. 200 EXECUTIVE WAY, SUITE 216 • PONTE VEDRA BEACH, FLORIDA 32082 Mr. Don Ford February 19, 1991 Page Two 6. Proper size and number of reinforcing bars security held in place prior to casting concrete. 7. Connections between the footing, floor, walls, and roof of the cell building to insure proper installation to resist the wind forces stated on the drawings especially since the drawings do not show sufficient details of the connections. It is my opinion that if the construction of the tower is done according to the plans and specifications, it will be in general conformance with the structural safety criteria that are governed by current applicable building code criteria. However, it is questionable from the drawings that the cell building can withstand the wind loading because of insufficient details on the drawings. The o por nity of offering my engineering services to your building d pa men is appreciated. If you have any questions or if I can be of y dirt er assistance, please let me know. 1 i re y, M1 11N.C. . Z bouni, P i CITY OF ATLANTIC BEACH, FLORIDA Approwd by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:` L 19-u IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES.. , cc vs 77 cc). Cc 00 oc)o; ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE JOURNEYMAN NAME �/¢X"fl�}� ADDRESS:,y�-/Z �5tl p ,.._RFD BOX BLDG.SIZE /-/132 717 2 sQ F1 BETWEEN:M991�l �W D� i /l�.5l RES.( 1 APT. 1 1 COMMPUBLIC( 1 INDUS.( ) NEW( ! OLD( 1 REW. ( ) ADDITION ( ) TRAILER ( 1 ! TEMP.11 1 SIGNS ( ) SO. FT. SERVICE: NEW INCREASE ( 1 REPAIR ( ) FEE CONDUCTOR SIZE `3 / AMPS 070 COPPER ALUM. SWITCH OR BREAKER O,Q Q AMPS PH -3-ARWOVOLT /! RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE I NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 31.100 AMPS. \ SWITCHES ) INCANDESCENT FLUORESCENT&M.V. _ FIXED 0.100 AMPS. OVER BELL TRANSF. APPLIANCES AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS ICEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS Y MOTORS H.P. VOLTAGE PHS- NO. H.P. VOLTAGE PHS S SIGNS NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN INCANDESCENT LAMPS TIME SWITCH FLUORESCENT LAMPS DISCONNECT NUMBER SIGNS RECONNECT NUMBER SIGNS MISCELLANEOUS WELDERS: PRI. PRL TRANSFORMER TYPE NO. AMPS PHS NO. AMPS PHS MG MOTOR NO. H.P. VOLT PHS AMP GENERATOR NO. K.W. VOLT AMPS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. KVA FEEFORWARD UTILITIES: CITY( 1 FLA.LIGHT&POWER l 1 CLAY COOP. REA( ) OKEFENOKEE( ) OTHER ( ) WORK BEING DONE FOR CO ADDRESS FG OWNER-AGENTENERAL CONTRACTOR pInC7u% SBL fir. 12C-0 02CM &ID FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM SOOA•89 SECTION 5 • BUILDING DESIGN BY COMPONENT PERFORMANCE APPROACH Non-Residential Buildings ADMINISTERED BY THE DEPARTMENT OF COMMUNITY AFFAIRS Residential Buildings over 3 stories ALL CLIMATE ZONES PROJECT NAME: ZONE: ADDRESS: BUILDING CLASSIFICATION(S): CITY ZIP CODE: BUILDING PERMIT NO.: BUILDER: PERMITTING OFFICE: OWNER: JURISDICTION NO.: BUILDING INFORMATION WALLS ROOFICEILING FLOORS DOORS GLASS TYPE U AREA TYPE U I AREA TYPE U AREA TYPE U AREA TYPE U AREA Concrete(CBS) Under attic Slab-on-grade W000 Single wall Wood frame Single Assembly Raised Wood Metal Double wall Metal frame Other. Raised concrete nsulated Single, root Insulation R-value Insulation R-value Insulation R value Other Double, root SYSTEMS INFORMATION AIR CONDITIONER HEATING SYSTEM HOT WATER TYPE EFFICIENCY TONS TYPE EFFICIENCY BTUIH TYPE Unitary&Heat Pump Central Heat Pump — - Electric <65,000 Btu Ih SEER <665.000 Btu lh _HSPF Resistance ?65,000 Btu I h EER �!65,000 Stu/h COP _ Dedicated Heat Pump ❑ Water cooled EER i_ Water cooled _ COP _ Gas Evaporatively cooled EER Evaporatively cooled COP Natural ❑ PTAC EER PTHP COP ------- LPG ❑ Chillers COP Gas/Oil(circle one) Oil El Other <225,0001300,000 Btulh _AFUE HRU ❑ i 225,0001300,000 Blu/h Et ___ Other LIGHTING Lighting Budget(from Table 5-13) Total Lighting Wattage _ Total Conditioned Floor Area _ = Wallslsq it PRESCRIPTIVE MEASURES (Must be met or exceeded by all buildings.) COMPONENTS SECTION REQUIREMENTS CHECK Windows 502.4 Maximum of 0 5 cm per linear foot of operable sash crack APPROVEL) IV Doors 502.4 Maximum of 11.0 cim per linear foot of operable sash crack Joints/Cracks 502.4 To be caulked,gasketed,weatherstripped,or otherwise sealed Reheat 503.3 Supply air restricted to set cold Ihot deck temperature to meet load of wortuittiz Ventilation 503.4 Supplied with readily accessible switch for shutoff and ior volume reduction when ventilation is not required HVAC Efficiency 503.4 Minimum efficiencies—Heating Tables 5.5,5-6,Cooling Tables 5- - Transport Energy 503,5 Minimum of 8.0 Balancing 503.6 Provide means for balancing HVAC air system&water distribution system HVAC Controls 5037 Separate readily accessible manual or automatic thermostat for each system HVAC Duct 503.9 Constructed in accordance with industry standards&local mechanical codes Ducts must be insulated Construction to minimum R = d 1115(hr °F it'/Btu) Piping Insulation 503.10 In accordance with Table 5-10 Water Healers 5042 Must bear ASHRAE label indicating compliance with ASHRAE Standard 90 or comply with etfic eney,ind r,landby loss requirements.Switch or clearly marked circuit breaker(electric)or cut-oft(gas)must be piov,aed Heal liaps required Must meet minimum water heating equipment efficiencies in Table 5 11 after 1,1'90 Swimming Pools 504 2 Spas&heated pools must have covers Non-commercial pools must have pump timer &Spas Gas spa&pool heaters must have minimum thermal efficiency of 75°i, (781,alter 1 i 1 i90) Hot Water 504.4 Insulation is required for recirculating systems Piping heat loss is limited to 17 5 Btu lhllinear foot of Pipes pipe,see Table 5-12 Water fixtures 504.5 Water flow restricted to maximum of 3 gpm at 80 psig toilets maximum 3 5 gallon flush Public lavatory fixture maximum flow of 5 gpm or 5 gallon it has self-closing valve - Lighting 5U51 Lighting ower budgets die sled ui labte S 13.Bdlld51 effiLdLy tdt,101; eic le,lud in latitr,', I4 Uo wall Allowable / Nigro Uo wall Actual —__. _ It complying under the provisions or S 5021,enter the combmea Un vawes for ine vriwe envelope Uo roollceiling Allowable Uo root/ceiling Actual n this section Uo floor Allowable 99 Uu floor Actual—t __.__ Uo envelope Allowable Uo envelope Actual OTTV wall Allowable y �_ _ OTTV wall Actual —irk____ OTTV roof fceilingAllowable �_ � OTTV root lceilingActual All plans and specifications shall bf signed arldfse byaFlon-- tegistered engineer orarc haect Review of the plans and e licahorn�coven by mis calculation indicates cumphance will, with the exceptions provided for i Section 4 1 S.and Section 471003,FS.I hereby certify the Florida Energy Cod Beto�e consuucho s comp ted,to� budding will be aspected to that The plans and specification overed b i alculation are in compliance with the Florida compliance in accordVcew,,,l Seci do 553 08 F.S. Energy SIGNATURE: BUILDING OF DATE: • DATE r 5-37 FLORIDA EliERGY CArjCITGATI0IlS Awo= SQ .PT. Aw= RdPdP .SQ.FT. TJw= ---�.�-- Ar= �_SQ.FT . Ur= 4O Af= -SQ.FT-. Uf= �-- Ag= --SQ .FT. Ug= Ad= SQ.FT . Ad= SQ.FT U d= iJl" U d= -���•�.x.x*�x•.x-�x•x•�x•x•x•x•x•x•.x•�x x**x--�x•���.x•��x•�x•*�-�x•�x•x•.x �x-�x�������x��x• Uow=(Uw*Aw)+(Ug*Ag)+(Ud*Ad) /Awo Uor=(Ur*Ar) /Aro �. Uof=(Uf*Af) /Afo OTTVw=(Uw*Aw*TDeq)+(Ag*SF*SC)+(Ug*Ag*t)/Awo OTT7r= (Ur*Ar*TDeq)/Aro a anw.Iw po..aa Ey uoelarct eI«a.+„r r+a REVISIONS 1I,CNR#Y ais the w wtt,uI Nr%W%*f%WVlp4 ftpgW:4,a1 aw Win i r�. "`aw o604 a�. i+"pw•ma�«'r"b"ra ZONE LTR DESCRIPTION DATE AI'Nitl7VL0 N/A - Original Release 8720-84 APPROVED BY N/A A Chg Notes 7 & 17 N0774 5-07-85 N/A B Chg Notes 1j, 5, 7, & 8 N1414 4-17-86 N/A C Chg Notes AUG 2 1989 N/A D Redrawn - Gen Chgs N2077 3-11-87 JRL N/A E Chg Note 1 N3479 6-29-88 JRL SSI/PTS DI!/IS40It N/A G Updt atetolcurrent stds N4187 7-01.888 t0- 1. ALL LUMBER TO BE SOUTHERN YELLOW PINE, #2, USED AT 19% MOISTURE CONTENT. LUMBER FOR PLATE OR BANDS TO BE SOUTHERN YELLOW PINE, STANDARD GRADE, USED AT 19% MOISTURE CONTENT. 2. ALL FRAMING VIEWED FROM INTERIOR EXCEPT ROOF, WHICH IS VIEWED FROM EXTERIOR. 3. ALL ADDITIONAL BLOCKING SHALL BE FLUSH WITH INTERIOR SIDE OF FRAMING. PURLIN FOR PLYWOOD SEAMS NOT SHOWN. 'S' MARKED INDICATES 'SOLID' FRAMING, FULL THICKNESS OF WALL. A ( 4 ) CHECK MARK IS USED TO CLARIFY THE LOCATION OF ADDITIONAL INTERIOR FRAMING. AN ' X' IS USED TO CLARIFY LOCATION OF ADDITIONAL EXTERIOR FRAMING. 4. INTERIOR AND EXTERIOR PLYWOOD OR PANELING SHALL NOT BREAK ON THE SAME 2 x 4, ETC. 5. INTERIOR CEILING SHEATHED WITH 1/4" WHITE VINYL_ COATED PANELING; SEAMS TRIMMED WITH BATTEN STRIPS. 6. INTERIOR WALLS SHEATHED WITH 1/4" BIRCH PANELING. 7. INTERIOR FLOOR SHEATHED WITH AMERICAN PLYWOOD ASSOCIATION 23/32" "STURDI-FLOOR" , 24 OC, EXPOSURE I, PS 1-83 OR BETTER, EXTERIOR GLUE, T&G OR BUTT JOINT, OR EQUIVALENT, FOLLOWED BY 1/8" VINYL TILE. 8. INSULATION TO BE 3-1/2" THICK (R-11) IN THE WALLS AND FLOOR (DWG 101084-002) AND 6-1/4" THICK (R-19) IN THE CEILING (DWG 101084-003) . 9. EXTERIOR SHEATHING TO BE 11/32" , B-C, GROUP 1, EXTERIOR, PS 1-83 OR BETTER, PLYWOOD ON ROOF, WALLS, AND FLOORS. 10. EXTERIOR OF THE SHELTER SHALL BE SEALED WITH 1/8" FIBERGLASS REINFORCED POLYESTER RESIN EXCEPT THE ROOF WHICH IS SEALED WITH 1/4' . OO AUG 8 1989 FSCM NO. PART OR NOMENCLATURE OR DESCRIPTION ITEM QTY RE 0 IDENTIFYING N0. i i I NO. PARTS LIST ENGINEERING UNLESS NSONS RESIN INCHES CONTRACT No. DIM VIRGINIA FIBERGLASS PRODUCTS INC. TOLERANCES • DRAWN DATE 3525 Aerial Way Drive SW/P.O. Box 1330/Roanoke, Virginia 24007 DECIMALS FRACTIONS .XX * .03 s 1/8" MG 8-20-8 TITLE .XXX s .010 DO NOT SCALE DRAWING CHECK MATERIAL & FINISH STANDARD WOOD NOTES DESIGN DESIGN ACTIVITY SIZE FSCM NO. DWG NO. REV CUSTOMER LSC 53223 101037 G _ LE N A SHEET 1 OF 1 Laap a mry Iw ottxw,w pasfw by awwwtttww d�vvs•r0 REVISIONS ihw,oru r•Itw pa{wiA'b Hryn»I7W/Nnr hod+cb. . nw W!n - wr11wMvork-4t`irtw.oPiaii ay wises tuWuCad°t� i*or na~tl» " ZUNE LTR DESCRIPTION DATE APPROVLO N/A - Original Release N2076 3-13-87 JRL N/A A Add Items 13 & 14 N2721 9-30-87 MEG N/A B Gen Notes: Del Note 2 N2928 1-07-88 JRL N/A C Chg Note 8 from 1/4" to 1/2" N2978 1-21-88 JRL N/A D Add Notes 14-20 N4176- 7-31-89 1. ALL FRAMING FASTENING SHALL CONFORM TO FASTENING SCHEDULE, DWG 101011, UNLESS OTHERWISE SPECIFIED. 2. INSTALL "CAUTION" LIFTING LABEL, DWG 101028, CENTERED AND 21t ABOVE EACH LIFTING EYE ASSEMBLY POINT. SECURE THE LABEL WITH TWO (2) #10 x 3/4" STAINLESS STEEL PAN HEAD SCREWS. 3. ALL CONDUIT NIPPLES PENETRATING THROUGH TO THE EXTERIOR (I .E. , RECEPTACLE, DISCONNECTS, POWER ENTRANCE, ETC. ) WILL BE SEALED WITH SILICONE. 4. SEAL WALL- MOUNTED AIR CONDITIONER FRESH AIR INTAKE FLAP WITH SILICONE FOR ALL HALON EQUIPPED BUILDINGS, PER DWG 465004. 5. FOR HALON EQUIPPED BUILDINGS, ALL CONDUIT NIPPLES SHALL BE SEALED AIR-TIGHT ON THE INTERIOR OF THE CONDUIT AFTER WIRING IS COMPLETED. 6. ALL ELECTRICAL WORK SHALL CONFORM TO THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE, NFPA-70. 7. ALL CONDUIT ON WALLS TO BE 3/4" EMT UNLESS OTHERWISE NOTED. APPROVED by 8. ALL CONDUIT ON CEILING TO BE 1/2tt EMT, UNLESS OTHERWISE NOTED. AUG 2 a 1989 9. ALL ELECTRICAL ENCLOSURES SHALL BE GROUNDED: PWPTI DIVIS!0 A) #12 GROUND WIRE FOR CIRCUITS OF 20 AMPS OR LESS. B) #10 GROUND WIRE FOR CIRCUITS OF 30 AMPS TO 60 AMPS. C) #8 GROUND WIRE FOR CIRCUITS OF 70 AMPS TO 100 AMPS. 10. ALL WIRE AND CABLE SHALL BE 600 VOLTS AC, THHN INSULATION, UNLESS OTHERWISE SPECIFIED. 11. WIRE SIZES: A) #10 AWG AND SMALLER TO BE SOLID COPPER B) #8 AWG AND LARGER TO BE STRANDED COPPER C) #18 AWG STRANDED COPPER FOR CONTROL WIRING D) 2C #22 SOLID COPPER, SHIELDED FOR ALARM WIRING, UNLESS OTHERWISE SPECIFIED. FSCM NO. PART OR NOMENCLATURE OR DESCRIPTION ITEM TY REOD IDENTIFYING N0. NU, PARTS LIST UNLESS OTHERWISE SPECIFIED: CONTRACT NO. DIMENSIONS ARE IN INCHES VIRGINIA FIBERCLAA P / gQpCT INC. TOLERANCES t DRAWN DATE 3525 Aerial Way Drive SW/ .0. Box 3 Roanoke, Virg nia 24007 DECIMALS FRACTIONS .XX s .03 m l/arr JRL 3-13-8 rTITLE `J .xxx .010 Do NOT SCALE DRAWING CHECK ENGINEERING u MATERIAL & FINISH DESIGN GENERAL NOTES DESIGN ACTIVITY SIZE FSCM NO. DWG NO. REV CUSTOMER A 53223 101116 D SCALE SHEET �,f II 12. MOUNTING SCREW FOR ALL EXTERIOR APPLICATIONS SUCH AS DOOR FRAMES, HOODS, DRIP CAPS, EXTERIOR MOUNTED LOUVERS, SHIPPING COVERS, SMALL. SAFETY SWITCHES, ETC. , SHALL BE A SLOTTED HEX WASHER HEAD SHEET METAL SCREW, STAINLESS STEEL, #10 x 1" LONG, VFP PART NO. 165096-143. 13. MOUNTING SCREW FOR ALL INTERIOR APPLICATIONS SUCH AS FANS, CONDUIT CLAMPS, LIGHT FIXTURES, ELECTRICAL BOXES, INTERIOR MOUNTED LOUVERS, ETC. , SHALL BE A PLAIN HEX WASHER HEAD, SHEET METAL SCREW, ZINC PLATED, STEEL, #10 x 1" LONG, VFP PART NO. 165097-043. 14. BUILDING ENERGY EFFICIENCY COMPLIES WITH STATE OF CALIFORNIA, ADMINISTRATIVE CODE, TITLE 25, SECTION 4369.5. 15. ALL GLASS AND GLAZING TO COMPLY WITH CHAPTER 54, UBC, 1976 EDITION (CALIFORNIA ONLY) . 16. BUILDING SHALL COMPLY WITH STATE OF CALIFORNIA, ADMINISTRATIVE CODE, TITLE 25, SECTIONS 4372 & 4374 (CALIFORNIA ONLY) . 17. ON ALL WALLS OVER 8'-0" HIGH, A 2 x 4 FIRE STOP IS REQUIRED IN ALL DRAFT OPENINGS (CALIFORNIA ONLY). 18. EXITS SHALL BE PROVIDED IN ACCORDANCE WITH STATE OF CALIFORNIA, ADMINISTRATIVE CODE, TITLE 25, SECTION 4376 (CALIFORNIA ONLY) . 19. EXTERIOR 3/8 PLYWOOD & 3/4 STURDI-FLOOR FACE GRAIN TO BE RUN PERPENDICULAR TO STUDS, JOISTS, & RAFTERS. 20. ALL INTERIOR AND EXTERIOR SHEATHING TO BE APPLIED IN FULL SHEETS WITH OPENINGS ROUTED AFTER INSTALLATION. 6 " M AUG 8 1989 U ENGINEERING SIZE FSCM N0. rWG N0. REV Q 53223 101116 0 SCALE SHEET Z C'F Escek es may be otherwise provided by contract these drewings and REVISIONS ssppat flcellons ae the property of Virglnle ibergless V�roducts,ere Issued strIcl eonlldence,and shell not be reproduced or copledor used esthe basis `" Iathe manufacture orsale olapparatus without permbston. ZONE UR DESCRIPIION� DATE APPROVED N/A - Original Release 6-24-87 JRL N/A A Add PT #3846 - Sht• 2 & rig 4 N2453 7-17-87 JRL N/A E Add Shts 4 thru 9 N2701 9-25-87 JRL N/A C Add to Slit 6 N2980 1-21-88 JRL N/A D Add Kopr-shield for. CU wire i Add notes for #8 AWG N3694 9-13-88 1. Grounding should be in accordance with the attached drawings. 2. Where a situation is not covered, the following general guidelines apply: All connections shall be cleaned and made paint free before the joint is made. Application of an anti-oxidant is reccommended ("No-Ox" for aluminum wire, "Kopr-shield" for copper wire) . External tooth lock washers ("star" washers) or some other means appropriate to the fastener used should be installed to insure a continued good electrical connection. The objective is to provide a good electrical and mechanical connection that will be permanent. 3. Crimp connections to solid wire are not allowed. 4. All grounding leads should be as short as possible with no loops, consistent with a 8" minimum bend radius. APMOVED BY AUG 19,89, PSI%PTS, DIVISION AUG 8 1989 ' ENGh'1'L__LRiNG FSCM NO. PART OR NOMENCLATURE 00 DESCRIPTION ITFM TY REQD IDENTIFYING NO. NO PARTS LIST UDI MENS ONS ARE IN SPECIFIED: CONTRACT No. INCHES VIRGINIA FIBERGLASS PRODUCTS INC. TOLERANCES 3525 Aerial Way Drive SW/P.O. Box 1,130/Roanoke, Virginia 24007 DECIMALS FRACTIONS DRAWN DATE .XX t .03 ± 1/8" PGF/JRL 6-24-8 ITITLE .XXX .010 DO NOT SCALE DRAWING CHECK MATERIAL & FINISH DESIGN GENERAL. GROUNDING NOTES DESIGN ACTIVITY SIZE FSCM NO. DWG NO. RFV CUSTOMER A 53223 101131 D SCALE SHEET 1. of 9 4 GROUNDING CONNECTOR APPLICATION APPLICATION CONNECTOR TOOL 1. #2 AWG stranded to 2 each - T+B T+B #TBM8S #2 AWG Stranded #54740 (Orange) (closing halo loop) Per figure 1 2. #2 AWG stranded halo Burndy-KS23 None to #2 AWG solid bleed T+B - 7T' at corners AMP - SB2C1 Per figure 2 3. #6 AWG stranded to T+B #54730 T+B #TBM8S #2 AWG stranded (Pink) Per figure 3 4. #6 AWG stranded to 1/2" EMT or RIGID None EMT or RIGID conduit - T+B 3902 (new construction) ORT+B 3846 /� 3/4" EMT or RIGID None - T+B 3902 OR T+B 3846 zi 1" EMT or RIGID None - T+B 3902 1 1/4" EMT or RIGID None - T+B 3903 1 1/2" EMT or RIGID None - T+B 3903 2" EMT or RIGID None - T+B 3903 2 1/2" EMT or RIGID None T+B 3904 3" EMT or RIGID None T+B 3904 3 1/2" EMT or RIGID None T+B 3904 4" EMT or RIGID None - T+B 3905 WI.SR, Per figure 4 AUG S 1989 V ENGNEER{NG SIZE FSCM NO. DWG NO. REV A .53 101131 SCALE SHEET GROUNDING CONNECTOR APPLICATION (continued) APPLICATION CONNECTOR TOOLS 5 . #6 AWG stranded T+B 54205 TBM8S to flat surfaces Per figure 5 6. #2 AWG stranded T+B 54207 TBM8S to bus bar or flat Per figure 5 surface 7. #6 AWG stranded to 1/2" to 2" - T+B 3970 None EMT or RIGID 2 1/2" to 5" - T+B 3971 conduit-existing Per figure 6 construction 8 . #2 AWG solid to None steel flat surface (LATER) 9. #8 AWG stranded T+B 54204 None to steel surf Per figure 5 f�CHi, , AUG 8 1989 ENGINEERING S12E FSCM N0. DWG N0. REV A 53223 101131 D • SCALE F SHEET 3 OF 9 r o Liu",-A[' L- 1/4 M NOTES: 1. CRIMP TOOL - T&B TBM8S 2. STRIP INSULATION USING KLEIN STRIPPER 074501 3. ORIENT SLOT IN 'C' TAP TOWARD BUILDING INTERIOR REF 1.55018-031 WIRE, THIIN I� °?(jr 2 AWG, GREEN 2 2 355028-003 'C' TAP $ 1989 f C QTY PART NO. DESCRIPTION 1' EM SIZE FSCM NO. DWG NO. REV 101131 ^ S C A L C �1Gr u 1 SHEET .4 e al-L�a(C5 NOTES: 1 STRIP ITEM 2 USING KLEIN TOOL #74501 2 POINT BLUNT END OF ITEM 3 TOWARD NEAREST CABLE ENTRY PLATE ^ n _ SpAuu�t i A/R 150001-001 CLAMP, NYLON 4 REF 155020-004 WIRE, 2AWG TINNED SOLID 3 s REF 155018-031 WIRE, THHN 2AWG GREEN 2 1 355026-107 SPLIT BOLT CONNECTOR 1 Y PRT NO. DESCRIPTION ITEM SIZE FSCM NO. DWG NO. REV A r J' f 101131 SCALEWc,)r 1 . I/ t_ll'LE i .. d 1 2 rNLL axes NOTES: 1. STRIP ITEM 1 USING KLEIN TOOL #74501 2. POINT BLUNT END OF ITEM 3 TOWARD NEAREST CABLE ENTRY PLATE 3. CRIMP TOOL - T+B TBM8S S PAS I tl►G lyp- AIR 155018-031 Tire; THHN, 2 AWG Green 1 355028-003 'C' Tap 2 A/R 150001-004 CLAMP, NYLON 4 REF 155018-030 WIRE, THHN, 6AWG GREEN 3 i 1 355028-002 'C' TAP 2 FUG 1989 REF 155018-031 WIRE, THHN, 2AWG GREEN 1 V` QTY PART NO. DESCRIPTION ITEM ENp 4;.4 G SIZE FSCM N0. DWG NO. REV A -��'1 2 1 101131 � SCALE toe.+IEt F-- i 2 e -15 al Y8 MIN 1/4 MAX 3 0 Aw axp-s NOTES: 1 CONDUIT OFFSET ADJUSTED FOR ITEM 1. TYPICAL 10" A/R 155018-030 WIRE, THHN, 6 AWG GREEN 3 REF — CONDUIT 2! A/R 365039-203 GROUND CLAMP, 2-1/2" TO 4" 1 AUG 8 1989 A/R 365039-202 GROUND CLAMP, 1-1/4" TO 2" 1 ,l A/R 365039-201 GROUND CLAMP, 1/2" TO 1" 1 ENGINEERING A/R 365039-103 GROUND CLAMP, 1/2" TO 1" 1 A QTY PART N0, DESCRIPTION ITEM SIZE FSCM NO. DWG NO. i REV A 101131 SCA 1.F►JCr*1F. F:Ir: yt.lfZ(. . /, SIICf s NOTES: 1 . CHOOSE BOLT LENGTH TO ALLOW A MINIMUM OF TWO THREADS EXPOSED. 2. BURNISH MOUNTING SURFACE TO REMOVE PAINT IN THE AREA OF THE LUG. 3. APPLY ANTIOXIDANT COMPOUND, ITEM 8 , TO THE MATING SURFACE OF ITEM 2 . ONLY. 4. WIPE OFF EXCESS COMPOUNDJITEM 8, AND TOUCH UP FINISH OF ITEM 5 AS REQUIRED. 5 . END OF WIRE, ITEM 1, MUST BE VISIBLE IN 'WINDOW' AFTER CRIMPING. 6. CRIMP TOOL - T+B TBM8S. Y��'Mii,J, 5 8 A/R 155042-002 ANTI-OXIDANT (KOPR-SHIELD) 8 2 165004-003 NUT, HEX, 10-24 UNC 7 2 165026-303 WASHER, LOCK, EXT. TOUCH, #10 6 REF MOUNTING SURFACE 5 2 165005-003 WASHER, FLAT # 10 4 2 165019-NOTE 1 HEX HD BOLT, 1/4-20 UNC 3 1 355027-404 ' LUG, 8 AWG WIRE 2 n, AMG.,__ GREEN_ 1 355027-407 LUG, 2 AWG, WIRE 2 �.5_59.18l03.1_.____ WI_U,___THHN,_._2 _AWG,-,-.GREEN_ A/R 155042-002 ANTI OXIDANT KOPR-SHIELD) 8 2 165004-005 NUT, HEX, 1/4-20 UNC 7 2 165026-002 WASHER, LOCK, EXT. TOOTH, 1/4" 6 - REF MOUNTING SURFACE 2 165005-004 WASHER, FLAT 1/4 DIA. 4 2 165019-NOTE 1 HEX HD BOLT, 1/4-20 UNC 3 1989 1 355027-405 LUG - 6AWG WIRE 2 A/R 155018-030 WIRE, THHN, 6AWG GREEN _ 1 _ QTY PART NO. DESCRIPTION TEM F ` ba'Jc. _ - _. - }VEERING SIZE FSCM NO. DWG NO. REV A 53223 10113.1 n SCALE NONE FIGURE 5 ISHEET 8 OF 9 G / . 1 3 I YaMiN. --j L 1/4 MAX. 2 w i AIJ-AXES REF -- CONDUIT QUG 8 1989 A/R 155018-030 WIRE, THHN, 6AWG GREEN 1 3971 CJAMP, ADJUSTABLE - 2-1/211-5" 1 v r '1 C. 1 3970 CLAMP, ADJUSTABLE - 1/2"-2" QTY PART N0. DESCRIPTION ITEM SIZE FSCM NO. OWG NO. REV 8 - 101131 _mom NADEEM ZEBOUNI, P.E. Tel: (904) 285-9890 Fax: (904) 285-1002 February 19, 1991 Mr. Don Ford, Building Official Building Department 716 Ocean Boulevard City of Atlantic Beach, FL 32233 Subject: Bell South Mobility JAX - JHX Cell Site: JAX-DM Jacksonville, Florida Dear Mr. Ford: Last week, you furnished me with a complete set of the construction documents for the proposed cell building and self-supported tower structure. The drawings consisted of a survey prepared by Boatwright Land Surveyors, Inc. on October 25, 1990 and three drawings, "A. 1", "S. 11, and "E. 1" prepared by Slater-Paull and Associates on November 12, 1990 and December 14, 1990. One set of the specifications accompanied the drawings. A set of the shop drawings for the cell building and tower were also included. The tower shop drawings were prepared, signed, and sealed by a registered engineer on 1-16-1991 for a 100 MPH Basic Wind Speed. The cell building shop drawings were approved by VFP, Inc. Engineering on August 8, 1989, for 115 MPH Wind Velocity. Attached is a copy of a letter I received from Mr. Ed Rock, with Cocker Construction, stating that the State of Florida, Department. of Community Affairs, has extended VFP approval to December 31 , 1991 . A general check of the structural elements in the drawings and specifications was performed. During your inspections, pay close attention to the following: 1 . Earthwork operations performed under the supervision of ATEC Associates, Inc. to insure compliance with their site and subgrade construction recommendations. 2. Dewatering might be required to lower the water table at least 12" below the bottom of the footing excavations for proper compaction. 3. Insure symmetry of tower, antennas, and transmission lines during construction to minimize erection and torsional stresses. 4. No field welding is allowed during erection. 5. All bolts must be hot-dip galvanized. 200 EXECUTIVE WAY, SUITE 216 • PONTE VEDRA BEACH, FLORIDA 32082 Mr. Don Ford February 19, 1991 Page Two 6. Proper size and number of reinforcing bars security held in place prior to casting concrete. 7. Connections between the footing, floor, walls, and roof of the cell building to insure proper installation to resist the wind forces stated on the drawings especially since the drawings do not show sufficient details of the connections. It is my opinion that if the construction of the tower is done according to the plans and specifications, it will be in general conformance with the structural safety criteria that are governed by current applicable building code criteria. However, it is questionable from the drawings that the cell building can withstand the wind loading because of insufficient details on the drawings. T o or �ity of offering my engineering services to your building d par ment is appreciated. If you have any questions or if I can be of a y urth r assistance, please let me know. inc r ly J1 ' N.G. ,ZeboSSini, P.E 1 L•Ut,Lr, i Ur.t U1',N I lU1-1 U I LL 1' >l!4'" i UV 1[vl I L Post-It" brand fax transmittal memo 7671 b of page! ► �O ���'�;;��J "t►7+1 Dopt. Phone N Fax N rex N DEPARTMENT OF COMMUNITY AFFAIRS 2 7 4 V C C N 'r L' it v' i L'• W 0 K I v I + T A 1. J. A N A 5 S E L F 1, O It I D A 5 2 3 9 9 UOU MARTINEZ' THOMAS G. I'LLHAM Cuvcnaor una :L9, a•,ca q Q Sucrctary Jar. Peter G. 1"'ile VPP, Inc. 3525 Aerial Way Drive RoaxlDke, 'V4 24015 Re: Comnmercial Apptoval based on the 19136-snC's with 1989 Re:vis:i.oll s M:Cgrs. X . D. No. : VrP-115 This Approval• i,'xpirez Decormber 31., 1991 Dear. Mr. 1t~ is my ploar ,,.ura to inf'or:ii you that the ae:partntclx t. of Community Affairs has extended VPP's approval to continue: manuzacturing cominercia:l buildings foa: :i nri,'.t'allation throughout the State of Florida. This ext6ns;i.on is ria:ant`d pursuant -to :in sPaotion of your submit-ted pl ani which were found by this department and your inspect ion/pians review ae;oncy to be in coxnp:liance with the applicable oode:w. Provisions for resistance to up lift ani( overturninq arc, approved so lona as the un:i.t is on stn 'adecivatc :COundation and tied down in acco:C'C .unce With the approval plans and speciZications. A copy of this. ,..Letter mu:�'ti be attached to the: approved plans when making appl icatiorl ;dor local building perillit-2. . Sincerely, �'I Yell, ; "► r S--,1�'��•.,.�►� 1 .1. Tia.'Lph K. HDOR i'l� ..•� f•. . '• Codoo 4 , y l:and;a rets ' �''r' Section AU71tiY� l�t.I:a'l-or CG: PTL rM^ �„ „ �'"" ,. t• CAILRGCNCY MANAGLMt3NT a MOUSING AND COMMUNITY DCYLLOI'MI.N'r a RL'SOURCI:1'LANNINC ANU MANAG'CMLNT PARTS LIST VFP, INC. CAGE CODE 53223 MODEL 1394 PL 4011478-001 REY 8 COMMENTS PRODUCTION �!COS7 :ACCT DESCRIPTION STK LO[lTEN@ TOTAL LSEUNIT VENDOR PART � VFP PART � 'TYPE 'CODECU0EC00�/MEAOTY QTY NOTES E � | IQ | l | l | [A | | 470081-003 | & | SKID ASSY NOTE 3 | | | 202 | 11 i 4 | } EA } \ 101028-001 | | LA0EL^"LlFTlN6 CAUTION" 209 | , 12 8 | 8 | EA 165032-001 | | 80L7.A325,]/4'10x2-l/2 | i | | | | 269 | 13 10 | 16 | EA | / 105032-002 A NUT.A]25,3/4'1U /69 � ` 14 | 8 | 8 ! EA 10l09l-0U1 i A | UOD.ANCHOR,3/4-1U x 14 � 15 i 8 \ 8 } EA 101092-001 { A { ANCHOR PLATE ! ! ( | | | 201 | 16 ! 4 | 4 | EA | | 301141-075 LIFTING EYE 3/4~ ' | | 7J9 ' | 50 | AR | ! EA ! ; 1850UO'U17 | | 8OLT.LA6,3/8XO.PL | | FS | | ' 269 !' '~~��&� ~� AR � } E6 � � l§�880-O24 � / 8OLT,LAG'l/�X2'l/2,PL | ! FS � AUG Z69 / � � ° v " | / / �U� | 52 AR EA 165000-027 80LT LA6 �/2X� PL Z0 ` ' ` / 53 | A8 ) | [A | | 165000-028 | | 8DLT,LA6,1/2X8,PL | | FS � ! —"n ! / 769 � . . . ` . 54 | 8 EA } ( 1650O0-lO5 | | O0LT.LA6.MM.SS,1/40 259 ! . ` . . . / 55 i |6 | 4 | [A | | 169000-102 8ULT,LA6,HU'S8/1/4Xl-1/2 /69 56 | 1Z` � { E� � / l550O0-1lO � � 80LT'LA6 HM 3S 3/8X4 7b9 ' � | ` ' ' 70 | AR LD / | 168010-006 | ! NAlL.hO,CC i | FS | | 269 . / . 7AR L3 ! / 160016-015 NAlL,l6V,CC 80 | 125 EA � '�l—O L—UX8�—R'SYP'�2'2—X4Xl—O / / ! ZO5 | 4,11 � � LU.4OER.SYP.A?.2XAX1? V F e, INC. ENGINEERING PAGE l PARTS LIST VFP, INC. CAGE CODE 53223 MODEL 1394 PL 401478-001 REV B 12X36X9-3 08/03/89 DSGR : SRS NDR # 4182 APPR: ITEM# TOTAL :SHP LSEUNIT VENDOR PART # VFP PART # :REV DESCRIPTION :STK LOC COMMENTS PRODUCTION :COST ACCT QTY QTY MEAS 'CODE' CODE NOTES `TYPE CODE 32 : 9 EA 160204-016 : LUMSER,SYP,12,2X4X16 205 33 9 EA 160204-020 LUMBER,SYP,#2,2X4X20 205 84 � 39 EA 160206-012 LUMBER,SYP,#2,2X6X12 205 85 83 EA 161408-038 PLYWD BCX 3/8 X4 X8 205 86 1 EA 161408-275 PLYWD BCX 3/4 X4 X8 NC 205 87 1 27 EA 163408-075 PLYWD,STUROI FLR,3/4 205 88 : 14 EA 160005-001 VNYLCOTE,WHT,1/4X4X8 205 89 28 EA 164408-002 PLY PNL,1/4X4X8,NEW V L F R G' 205 90 12 EA ISO64 360001-001 A '!OLDING,SASL. 11KORY 205 91 18 EA : 2034H 360002-001 : B : MOLDING,COVE,HICKORY 205 92 10 EA 2036H 360004-001 8 MOLDING,CAP,HICKORY 205 93 AR FI 150004-001BATTEN TRIMFS 269 95 1083 SF 101084-002 INSULATION 3-1/2" 170.67 SF/BNDL 215 96 389 SF 101084-003 INSULATION 6-11/4" 85,333 SFiBNDI 215 98 438 6 EA 1 611 101089-001 TILE,FLR,VINYL,1/8 X12SQ 45 PC IN CARTON 205 ; 99 1 GL 71.1 101090-001 ADHESIVE,TILE 269 100 2101 L3 33-07' 101097-001 RESiN,SIANDARD 9.1 LB S IN GAL 21' 101 526 AL3 352/1�' 101086-001 FI SERGLASS,ROVING 48 L9S IN RQ! ! ?t1 PAGE : 2 PAkTS LIST VFP, INC. CAGE CODE 53223 MODEL 1394 PL 401478-001 REV 8 DEMI TOTAL 98P LSE:UNIT: VENDOR PART I VFP PART � K[Y DESCRIPTION S7K LOC COMMENTS PRODUCTION COST | OTY ( 0TY (MEAS! | \ \ \C00E| CODE | ! NOTES :TYPE 'CODE | / ! _ l�2 | l | | 6L | 00N-9/NEKP50 i 10l080-00l | / C80LYST,MEK.CLEAR,ST0 � � � / / � 269 / . . . . ` . ^ 10 | 26 GL i 68-880548W | 101005-105 `| ! 6�LCUAT Ll6UT GRAY 213 � ' | / , 110 | .5 | | GL | 1541077 | 101081-001 | | STA[N.0lL.G0LO[N OAK 269 | 112 | ] | 1 | TD ! 0646 | 160002-002 | | 5EAiER,GP SILlCUNE.WUl7[ | | | | | ! 269 | . . ^ . . . . . 113 | 1 | I | EA / 1572580 | l6S118-OU1 | | CAULKING GUN 269 |' 120 | 1 ! | [A | ) 178013-002 ) | TAP[.RU8DER SPLICE 1 | ) | { | 269 � � 200 | 1 | | EA 33O4OM8l2OUS � 63040M81200S ' ( LOAD CENTER'20UA'lP/3N'M3 | � ' P91 | ' 232 ' | | ' 201 | 8 ! | EA 0115 ! 0115 / | CKT GKR.15AMP.1PULE 251 i 202' � ] � / EA � �2%G | Q2ZU / } CKT 8KS.2OAhP'2POLE 2�1 i ' | 203 / 2 A ' Q250 Q250 ! | CKT 8KR.5OAHP,2POLE 251 � 207 i 2 / | EA [ GR-22 G8'22 ( ! GROUND BAR KIT 255 � 200 | 1 | | EA i G8-3 8 GROUND BAR KIT 255 ` ` 210 | l ! { EA | XUN-]24/NP]240T | 355002-024 | A | SNlTCN,3P0T.7U0A'NF,25UV i | | X04 751 ` Zl} } 2 | } E8 . XR3Z2 / NR�22 | � 5AF 8W,I/6U�,F'5H.3R � | � SDl.2 | � 251 ` ` . . . . . . 214 | 4 EA FRN-R50 | 155036-050 | | FUSE.TlN[ 0ELAY,50k,250Y C � 255 U . 215 ! l ! | EA D32OO1 / D320UN ` 8 / MEUTRAL KIT.ZOOA 251 | , } � 718 | 1 [A ]U32Z / JU322 � | SAF SW.3/6OA.VF 251 ` , PAGE / ] PARTS LIST VFP, INC. CAGE CODE 53223 MODEL 1394 PL 401478-001 REV B 12X36X9-3 08/03/89 DSGR SRS NDR 4132 APPR: � ITEMU TOTAL �SHP LSE UNIT VENDOR PART # VFP PART I 'REV DESCRIPTION -STK LOC COMMENTS PRODUCTION COST 'ACCT QTY QTY ;CODE' CODE NOTES 2TYPE 'CODE 220 1 EA 1265-85 1265-85 ARRESTOR,LIGHTNING,IP LA 232 225 2 EA 1A-3AG 155038-001 FUSE,IA 255 226 2 EA 270-364 155038-002 FUSE HOLDER 255 228 1 EA 4C555 4C5155 SHUTTER,SGL PNL,AL,10' 262 229 1 EA 2C831 2C831 MOTOR,SU'L PNL LOUVER 262 230 2 EA 2404-51 165033-506 A/C,WM,24000/5,130V ACH1,2 231 T ,ISTI 1140 2 EA T374-1036/11EL07un T870-1035 I ERMOS7A,7lL,,HT/COOL T1,2 26' 241 2 EA 0670-1011914E073 0670-1019 SUB BAS ic i"'EA TUCOCL 262 242 2 EA 2E205 2E2Oo T h E R 0 ST H 0 TEMP P HTA,LTA I/ L 262 24' 2 EA H600A-1014 HU110ITY C^UNTROJL LHS,4(w,3^ 262 244 1 EA JW60-00 150015-004 TIMER,60MIN TR1C 251 245 1 EA 9000-8 150015-006 TI4E SWITCH TR2 C 25 247 1 EA MPI775F 155093-001 ALARM,KEiPAD 255 248 1 EA CH 12 C KELVDAD PIER SUPPLY,12VOC 250 1 EA KHU17DII-24 355049-024 RELAY,3A,4PDT,24VDC Kl 251 4 i EA D26MR11A D 2 63MR1 1. A RE C.- P D ,120VAC K3 2 5 q 252 1 EA KRP5DG-21 35511034-02l R E A Y,10,A SPIJT,24VDr cl 1 4 PAGE 4 PARTS LIST YFP, INC. CAGE CODE 53223 MODEL 1394 PL 401478-001 REV 8 lTEM# TOTAL SHP LS[ UNIT VENDOR PART I YFP PART I REV DESCRIPTION STK LOC COMM[N7S P8U0UC7lUN COST ACCT / QTY / QTY iMEAJ/ :'CODE' CODE � | NOTES !7YPE :CODE / 254 | l | | EA | 5X827/KRP11AG-1 | 355012-120 | | K[LAY'1OA,DPUT,12OVAC | | | K2 | | | 251 / 258 \ l | | EA \ 0X!56/27E123 { 0X156 | | 80CKET`kELAY'11 PIN OCT 251 � , 259 | 1 | | [A | C799A63Ml | 150029-001 | | ENCLOSURE.K[LAY,Nl / | / | ( / 255 � . . . . 260 | 2 | | [A / 5X057/27E172 | 5X852 | | S0CKET`KELAY,8 PIN | | | | | | 251 | ^ 261 | 1 | i EA | 2A584 | 2A584 | | SOCKET.RELAV.l4 PIN 251 | > 202 1 | | EA { F80T ( 155111-003 TERM. ,80.HOUNTIMG TRACK 2O9 | / / 263 30 EA | F36 TERMINAL 8U.15A 269 | 264 ! 2 EA / F86% ! {5511l'OO2 / | 7EkNlNAL'80,[N8 STOPS | | | | | | 269 |/ 285 ! 1 EA | | 355020'004 ) | SPACEH.0UUR ALARM 261 | 2G6 ' 1 | ( E& ' ]9-26Y ' 3�5O2O 003 | | 0U0R ALAKM MAG FORH 'C/ 2bl | - ' ' 267 | l / | EA | P818 ! PD13 | | CONTACT 8LOCK,N.C. ' | ( ( | C | 251 | 268 | 1 | | EA | P81AAR | PO1AAK | ! PUSM8UTTOM OPERATOR / | ! ' | C ( 25l ' 270 | l E8 | P30-7125 | 355037-001 | | 0[TECTOR.3MOKE | i | 01 | | | 261 | ) EA ' 70-201000'003 ( 355037'001 UETE�0K 38OK� 8K3E | � | | | | 761 ^ ' 275 | 1 | | EA | 2C819 | 2C819 | | F8N.1O°.520CFN.12OV � / | FN1 280 lO | | EA | 5252 i 355003'00l / B � RECEPT.l5A.l2'V.DUP C ' 255 � EA ! 5252 RED ]S5O83'lDl ! � R�CBT.l5A.l25V^0UP,RE0 255 �3Ol/�E59 'l5 ' ��5OO�'3Ol � SWITCH lP l5� Sl Z ' C 251 PAGE ' S PAFTS LIST VFP, INC. CAGE CODE 53223 MODEL 1394 PL 401478-001 REV 8 [TEM# TOTAL SMP LSE UNIT VENDOR PART I | VFP YART � REV DESCRIPTION STK LOC COMM[NTS PRODUCTIONC0ST ACCT | 0TY | QTY �MEhS� ` � ! |C0DE| CODE > ) NUTE5 >TYpE >C0DE / 285 | 10 | | EA | 0A240 | 155016-004 | B | FlXTUR[.FLU0R.2 7UD[.4 FT | | | LF | | | 261 | ` 286 | 20 ) | [A / F40CN 155011-042 | 8 | iAMP,FLUOK.40N C WHITE > ! i � � C | 281 |� ' ' 287 | 3 EA | 896635 155015-00i SUPPRESS0P3ALLAST.4LT { | ( ( | | 261 � ��0 | 1 � i | EA ( VXN-ll ( l9�0O3-UO7 | | LIGHT F07.lNCAN.10UW | | | | N/0ASE | | 01 ! . ` . . . . 290 | 1 | 1 | EA | Y6LL ' 195O03-009 | | LIGHT GLOGE LEXAN 10ON ' { ' | | � 261 | ' ` ' + LA#P'IHCAND'75W'12UV1 EA I55O12-O75 209 ' 292 l l EA f LM'1 / l55O32'0U7 � { LlG8T.EMBGEKCYNO72 6 < 5U�Ll7�' / 26l | / ' | | / / / 293 \ 1 | 1 | EA | 001 ! 195017-001 | | PHOTO CELL | | | | | C 201 | 00 | 1 | | EA | 5417l-1/2 | 350047-00-7 | | GUX'4 OCT,2-l/8/l/2K0 | | | | | C | 255 | ' 01 | 1 | | [A i lM]-Z'LM 35D059-OO2 / OOX #/P ]-B4KO SQL 0�V C i 255 \ ' ' ' 02 | 21 EA ' �2171'1/2&]/4 3SOODl'OOZ | / 80X 4 SOX2-l/80 l/2 ]/4KO | � | / | C / �5� | ' ' ' , � — �� . ! ^'' | ` ]O] ! 21, [A 5837I-1/2 88X.2-1/8 X 4.11/2KO C 255, | 306 | 4 | | EA | A-X[6X6X4NK | 350091-001 | | ENCL0SUk[.N1,XC,6X6X4 255 | ' / ' 307 | 1 | | [A | A-SMXl2X6N 'K ) ]5UO91-Ul� \ | [MCLUSUKE Nl'SC'l2Xl2X6 | | | | | 253 � | ' ` 308 | 1 EA | A-ME96X4 ; 350�?4'qOi / ! EHCLOSURE.N1,MC.6X6X4 / ! � ! L / 7c� l — | i 311 ! l EA > 350056'001 COVER W/P'8LANK 2 X 4 C / 2H � D ' 'J � 1U / / EA � 1l41l/RACO 8O7 3SO0O7'OO� � � COVER,4 SQ,2-DUPLEX � i ` ) C � 255 � 3l4 | l | / EA | ll4l�/R8CO 30� ]�UO��'0Oi | ! COVER.4 SV.08L SW i � � | C { 2B . ' - PARTS LIST VFP, INC. CAGE CODE 53223 MODEL 1394 PL 401.478-001 REV 8 ITEM# TOTAL SUP LSE!UNIT| VENDOR PART � VFP PART � :REV DESCRIPTION STK | LOC COMMENTS Y800UCTI0H :COST ACCT f \ | � | | OTY | OTY �M�AS | � ) }CODE` CO0E � � NOTES \TYPE ^CODE | 315 | 1 | | [A } 11250/RAC0 771 | 350048-001 ! | C0VER'4 SO,S6L 0[V'+1/4 i | | | | C / 255 | 316 | 15 / | EA | 10001 | 350004-001 | 8 | CUVEk,2-1/8,8LK | | | | | C > 255 | , � 317 | 9 | | EA | 112O1/RACU 75 ) 350003-001 | � COVER.4 SO'8LK | } } ( | C 7 . / 318 { 4 | | [k { 10002/KACO 864 350006-002 | | COVEk,2-1/8`1-DUPLEX C | 255 | 319 | 1 EA / 11287/RA[U 777 | 35000-002 � / C0VER.4 SU.00L 0EV.+1/4 ! 331 | 100 / | FT / | 15S018-DJ1 | | WIRE,THHN �2.GRM 3TR C ' 255 ' . / ' ' � ]]2 | 60 FT 155020'004 W[RE.8ARE'12,SUL,TIMNEG 255 | � }]4 | 40 ( � FT ! | 15�Ol8-U]� � A | W[KE,THUN,]/O,8LK`S7R 259 | . . 3305 | AR | | F7 | � 155018-030 NlRE,THHN^46,G8M.STR C | 269 | . . . . . , ]38 ! AR FT 155018-019 NIRE.THHN.18,GRN'STR } / � ` � C ' 269 339 \ AR \ | FT | | 155018-021 | � WlRE'TMMM.l8'RE8'STR ' | | | ' C � 289 ' 340 | AR / | FT / ' 155018-022 N[RE THHN �8 8LK ST8 � | | ) , C 269 ^ ` . ` . ` 341 / AR | i F7 | | 155018-045 | | N0E.THUN,@8.W8T.57R | | | | | C i 269 |i 30 | AR | ! FT | | 155018-014 } | WIRE,THUN,#lU'WUT,STR | | | | | C | 269 } � ��4 | A8 � � FT | | 1�5Ol8-015 � { WIRE,THUN.@lO.6RW.ST8 i | / | ( C | 76y 345 ( AR FWIHE.THHM,�lO.RE0.STR C 26� r 346 | AR i | F7 155818'018 | / WIRE'THNN`I1O'0LK.STR C l5jGl3'DO9 � �p4E 7 PARTS LIST VFP, INC. CAGE CODE 53223 MODEL 1394 PL 401478-001 REV 8 DENU TOTAL XHP LSFUNITV[H00R PART I YFP PART # REV DESCRIPTION STK LOC COMMENTS | PRODUCTION CO3T hCCT | OTY } QTY MEAS |C80E� CODE \ | NOTES (TYPE !CO0E \ | 349 i AK / | FT | | 155010-010 | | NlRE,7HMN,912.6RN'5TR | | | | ( C | 269 � . . . . . . . ]5O | A8 ( | FT | | 1S�0l8-U1� | | WI8E.lHHH,112.REU.STR ! | | | ' | C | 269 � ` . . . . . . ` 351 | AR | | FT | | 195018-013 | | WlRE.THMN,112.8LK,STR C | 20; > . . / ]5] { AR | | FT 155018-001 | | W0E,T8HN.#10`YEL,SlK ( | | | | C � 269 | 354 | AK | | FT | | 1550I8-029 | | WIRE,TNHM.118'GRN,5TR 269 ' ! 355 / A9 / / FT | / 155018-006 WHE.TUHN'§18.NHT,ST3 / / � � ' � � Zk9 ' . . . . . ' . | 356 | AR i | FT ! | 155018-007 i ' 40E THMM �18 K�D STR C | 269 | ' ' ' ' i 353 { AR FT l%i06-002 | | 4L8KN W[RE,SML0,]/ZZ,S0L 269 (` . . . . . . 359 / AH / / FT 290/0450/2255 155106-001 ALARM WlKE,SHLD,2/22,30L | | | | | | 269 | 360 | AK | 4 EA | 30-076 | 165010-001 | � WIRE UUT.kED 269 � 361 | AR i 1 EA 30-074 | 165010-003 WIRE NUT'YELLOW | ( FS 269 ' ]hS | 1 EA ! F44G60 | F44G60 | / WlR[WAY.4 SD X 5 FT 366 | 2 i | EA | F446CPNK | F446CPNK | | N{RENAY,4 30.CLOS.PLT | ) / � / C / 255 x 370 | 29 | | EA | | 35,0008-050 ) 8 | CON&UlT,ENT`1/%Xl0 255 }� 371 8 EA \ | 350008-075 | | C0N0VlT'EMT.3/4X{O | � � ' ' C ' 7KC J 372 | 4 EA BOO88'lO0 ' ' CONOUI7 �MT lXlO � � ' C ) 255 / . | ` ` �~ 374 / 1 | | EA i | 35OUO8-l5O ' | CON0UIT'EMT'l'l/ZXl0 C | 2B | , i75 E� � . l�8O02'ZOO � CUNAU|7.Rl�lJ.ZXlD - . ' PARTS LIST VFP INC. CAGE CODE 53223 MODEL 1394 PL 401478-001 REV 9 12vA1,6X9-3 08/03/89 DSGR SRS NOR 41L82 APPR: [TEM# TOTAL 5HP LSEUNIT VENDOR PART # VFP PART IREY DESCRIPTION 7STK | LOC COMMENTS | PRODUCTION :COST :ACCT | OTY \ OTY 'MEAS \ ; \ \C00[� CODE | \ NOTES |lypE :CODE | | ! | | | 377 | AR | | FT | | 35001O-075 | | CON0UD.Ll0U0TIT[ ]/4 | | FS { | | C | 0y | 378 | AR | | FT | | 350009-050 | | C0N0UlT^FLEX 1/2 | | FS | | } C | 269 ! ` � 379 | 1 | | EA | | 176006-075 | | CON0UlT,PVC.B4X1U | | | | � C | 255 | ' 385 | AK EA | | 35UO75-U50 | | NlPPLE,1/2XCUASE`RG0 | | FS | | | | 209 � � 386 ! 3 | | EA | | 350075-059 | | NIPPL[,1/2XG'KG0 | | | | | | 255 . ` . . . . ( 387 / 2 | | EA | | 350075-079 ! / HlPPLE.3/4X6,kGD 255 / 309 l | | EA | | 358075'207 | | N[pPLE'2X8'RGD 255 ^ . 391 | 1 | | E6 | | 350075-409 | | MlPPLE'4X7,K60 | | | | | | 255 � ' ]9S | 74 { | EA | TClZl/RAC0 2002 | 350023-050 | | CDNNECT 'OR EMT 1/2 C | 269 | | | ' U . ! 396 23 | ! EA | TClZ2/KACO 7OO] | ]5OUO'O75 | | CONNECT0R.E3/4MT � C | 209 | ' ' / | 397 | 0 | | EA | TCI23/RA0 2004 | 350023-100 | | CUNN[CTOK [MT 1 269 [ ' | ' , | ' ' | | | | | ' " ` 400 | 2 | | EA ! TC125/RACO 2006 | 350023-1-50 | | CDNNECTOR.EHT 1-1/2 401 | 4 | | [A | | 350029-050 | | CONNECT0R,FLEX 1/2 ST | | | | | C | 255 � 4UZ / 4 | | EA | LTl0�/R6CG ]4U3 � 350031-075 CUNNECTUK,L7lTE.B4,ST | | | | | C | 255 i. J �. 403 | 2 | | EA | LT492/RAC0 348 | 350032-075 | | CONNECTOR,LTIT[.YU'9/4 ; | | / | C . ' . . . . . ~ 404 l/5009'O75 | | T[R]lHAL ADAPTER PVC']/4 | ` 261 ` ' . ` ' 406 | 2 CO8MECTOR.FLEX 1/2 90 255 ' ! / ' T � G ZG22Kl7l/RC35Ju24O5U | [UlE ' 4h9C | PA5E 9 PARTS LIST VFP, INC. CAGE CODE 53223 MODEL 11494 PL 4011478-001 REV 9 12X36v9-3 08/03/39 DSGR SRS N DIR 4182 APPR: ITEM# TOTAL 'SHP LSE IUNIT I VENDOR PART I VFP PART # :REV DESCRIPTION :STK LOC COMMENTS PRODUCTION ;COST :ACCT QTY QTY MEAS CODE CODE NOTES :TYPE .'CODE 411 4 EA TK122/RACO 2023 350024-075 COUPLING,EMT 3/4' C 269 412 2 EA TK123/RACO 2024 350024-100 COUPLING,EST I" C 269 416 AR EA LM101 350026-050 LOCKNUT,1/2" FS C 269 417 AR EA LN102 350026-075 LOCKNUT,3/4' FS 269 418 AR EA LN103 3150026-100 LOCKNUT,l' FS 269 419 2 EA LN105 350026-150 LOCXHUT,1-1/2" 255 420 2 2 EA LN106 350025-200 LOCKNUT,2" 255 422 2 EA LN110 350026-400 LOCKNUT,40 C 255 424 AR EA T&3 222 350028-050 FS C 269 425 AR EA T&B 223 B U S T41114 G lj/4 FS 269 426 AR p EA TSB 224 350028-100 8 USH I 14G,I FS C 269 427 2 EA T&B 226 350029-150 SUSHING,1-1/2" C 255 428 2 2 EA T&B 227 350028-200 BUSHING,2" C 255 .4110 2 EA 1102 231 3500146-400 BUS 2 w C 5' 434 3 EA TH 790 350052-050 STANDOFF,1/2- C 255 H 435 4 EA T&B 791 STA00FIF,3/4" C 255 430 10 EA T&B 792 3 5 0 0 ST�NDOFF,ll 25' Cl�0' 43i T 7 Jl1 t L C 255, PAR.TS LIST VFP, INC. CAGE CODE 53223 MODEL 1394 PL 401478-001 REV 8 [TEM�| TOTAL SHP LSE UNIT VENDOR PART I VFP PART I :REV DESCRIPTION :STK LOC | C0MMENTS ( PRODUCTION COST 'ACCT � | | | \ ' � ' \ | } 0TY | QTY 'MEAS |[00[� CODE | | NOTES TYPE 'CODE | 440 | 1 | 1 | EA | | 350011-300 | | CON0ULET L8, 2° | | ! | | C | 255 | 441 | l | l | EA 350019-200 | | CUYEK,LO'Y" | | | | ' | C | 255 | | | | | | | | , 442 | 1 | 1 | EA | | 350020-200 | | 66SK8,L8.2" | | | | | C { 255 | ]��U29-2O3 / | /��449 | 25 | EA 32207 . ` , | ^ 450 | 0 | | EA � 256-30695-257 | 355027-418 ' A | LUG^12(2)3/0M'CRIMY.CU.LB | | | | | | 255 | / ` ! 454 | 56 | ! EA | 54205 | 355077-405 ! 7 LUC.16.(2)1/4H.C3lHP.CU ! ! | | i C / 255 | / 456 41 , | EA ' 54730 ]55UZ8-O02 | ' LU6 C-TAP SMALL | | / | C ' 255 | / | ' ' � 461 | 27 � | EA ' T&8 3846 | 305D]9'1G3 | ' CLAMP,GRD 14-6 1/2-3/4 255 / / | � 462 ' 4 | | EA | T�8 3849 ' 305O]9-l04 'LAMP,GRD �l4-Z l/2-l" � i i | C ( 255 ' | ' �463 ' 3 i . EA ' T&D #] | 3d50�g_O82 | | CLAMp.GRO 42_6 1_1/4_2, | } | | C ' 255 i / 460 EA 150022'001 / ! GROUND STRA9.00OR.l8L | ! / | | | 255 � � ' 489 | lO [A | 900618O17 | l65U1]-O0l | | WASHER.3/8 NYLON SHOULDER | | | ! | ' 269 | / . 470 | 28 | | EA | 8JT88ULA | 165014-004 | | !NSULA0k,7.25L | | | | | | 289 � 472 ZO / ' EA | �d5ODR-DOl ' LAG ACCOUSTlCAL 1. A, ! | | | | 269 | ! | ' ' ` 474 | ] | | EA | | ]01�04-003 | | GROUND YLAT[.1/�X2�X2 | | � | | i 255 H . 475 � 4 ' EA ]Ol200'0O8 ' ' �R3UM0 PLATE L/4X12X4 ' | | Z55 , 470l ' EA ' 301200-002 'l7OO'OOZ | GROUND PLATE,1/06X4 252551 EX7 ;� FF �lS ' PAGE" � 11 PAR-TS LIST VFP INC. CAGE CODE 53223 MODEL 1394 PL 401478-00' R EE V B [TEMI ' TOTAL SHP LSE UNIT VENDOR PART I VF9 PART REV DESCRIPTION STK LOC COMMENTS / PRODUCTION :COST ACCT | ( | \ ! ( � OTY | QTY aMEAS| | ! | �CUDE| CODE | | NUTES |TYPE |CODE | 501 | l | | EA | 311-B | 165116-001 | A | LOCK.3 POINT "HANS0N° | | | ! | | 281 | SOZ | l | | EA | Ill-A-1ZC | 165117-002 | A | UANDLE.EXT.PA0L0CK | | | | | | 261 b , 503 | 1 | | EA | 825X | 825X | A | LOCK A0APTER.8E%T 0VERI0E | { | ' | | 261 | ' 504 ! 1 | | EA | PA-54S8 | 365020-00l | \ UUU8 CL0SER,UYD. | | i | | | 781 i ^ 506 | 3 | | EA | | 360006'001 ! | FLASHI@6.AL.2XJX0X.O4O ' | | ' ' | 201 / i 507 | 1 | ! EA | | 165192-002 ! A | LOCK D80iT.CIPHER N/KEY ` ' 508 � ' | | i ]65O52-OUU , | AN�L� AL 1-l/4X2Xl/8X96 ' i | | | 289 | � ' EA | ' ` ' 509 ' 1 | � EA ' 2948RS3 | �O5193 OU1 ) | U0LUER'EX7' DOOR ( | | | 261 ' / | � 5lO | l | 1 ( [A | | 3O12O%'8O3 | | DRIP [AP.48N | | | | | | 261 | 51 ' Z | l \ EA � ( 365:007-016 'OO7-Old / | HOOD ASN l0XlhXl65O | | | � 201 ( } ' 513 / 2 � | EA ! / 305055-002 / | HOOO.A/C.2UWA � 24NA | | ` � | | 201 ' , ! ' '' ' | ' 51-13 ! 1 | | EA | | 360006-003 | | FLASHIHG.AL^1XlX8X.04U | ' � ' ' ! 769 ' | ' 520 | } | | EA | | 360005-240 | | GKlLLE,AC,SUPyLY`24XI0 | | | | | | 282 k CZl 2 | | EA | | 3hU00E'744 6RlLLEAC kETURN 24Xl4 | ' | | i 2UZ / | | ' ' ' '! 522 | 2 | | EA | | 305032-043 | | FlLTER.[-Z.13-1/7X25 | | | | � | 267 � E8 ' / ]65O33-U1] E�N SC3 ,l5-l/2X15'l/2 EA 365032'O19 | | FlL7ER'E-Z.15'1/2Xl5-l/Z ! | � | 252 � �A � l9cJG�'�5 Fl�E EX��86 l�� H6L]� ' | ! ' / ' � � ^ ' ' � ! P�GE � 12 PARTS LIST VFP, INC. CAGE CODE 53223 L 1394 PL | ' ' ' ITENOTOTAL SHP LSEUNIT| VENDOR PART � VFP PART � REV DESCRIPTION ;STK LOC COMMENTS PRODUCTION COST ACCT \ OTY | OTY |MEA3| CODE I NOTES \TYPE !CODE \ 532 | 1 | | EA | 8575 | 378001-075 | | ENTRY.NAV[6U0[.4 @ 4" | | | | | | 237 | 5]] | 2 | | [A | 8576 i 378001-0/8 | | ENTRY`WAVEGUI0E,8 W 4° | | | | ' | | 237 |1 ' . . . . . . . 1 : 540 i AR | | EA | | 165004-105 | | NUT.NM.SS.1/4-20 | | FS ! | | | 269 | . . _ 541 | AR 165004-107 NUT,H8,SS,3/8-16 � � FS 269 | . . ^ . . . . 54 2 | 42 A | ( 165004'207 | | HUT,MH.8RASS.]/O-16 | | ! | | 269 | ' 543 | AR | | EA | | 165004-104 | | NUT.HH.SS.11O-32 | | FS 269 ' . . . . ' . ' 544 | 42 | | EA | | 165005-206 | | NASMEK FLAT 8RASS ]/8 269 | ' ' ' ` 545 | AK i | Eh 105OD5-lO4 | | NASHEk,FLAT.1/4,SS | | FS | | | | 269 |' 1546 � 42 / | EA 1d582�'00 / � WhSH�R,0CK'8�AS�']/8 288 | . ' AR | i EA | i 1h5OU5'l08 | | NkSHB.FLhT,3/8'8S | | F% | } | | 269 | . ' 549 | AR / | EA | | 165005-103 } ! WASHER.FLA�`#l0.S5 | | FS | ' | � 269 ' . . . . . ' . 550 | kK ! h | EA | | 165U05'009 | | NASMER.FL8T.3/4.PL | | FS 269 ' 551 | 120 | | EA | | 16026-004 | ! WASMER.LK,[XT.7`STL.1/4 | � | | | | 269 | 552 / AR / / [A � i l0S8O5 ''O�4 ( ( WASUER FL6T'l/4^PL | | FS ( | | �09 | | / . | | ; � 553 | AK { | EA | | 165075-106 | | WA3UER,LUCK.SS.3/8 | } FS ) / / / 269 5§0 | 80 | 20 EA / | 105090'143 %CR SN HHW S% 1O'Xl ' ' | | 209 ' ' ' ' 561 | AR EA | ! 165U22'1/7 { SCR.WOOU,FH.SS,lUX2'l/2 { | F3 269 } , . . 8OL7,HM.S'j.1/4'ZCXl .` ' PAR-TS LIST VFP, INC. CAGE CODE 53221, MODEL 1394 PL 401478-001 REV 8 lT[N# TOTAL SUP LSE UNIT VENDOR PART I I VFP PART f REV I DESCRIPTION STK LOC COMMENTS PRODUCTION C0Sl ;ACCT | QTY | 0TY |C0UE| CODE | | NOTES |TYPE |CO0E | 503 | A8 | | EA | | 105107-132 | | SCR,M.0H,SS.lO-]2X5/8 | | FS | | | | 269 | 564 | 42 | | [A | | 165U19'Z1� | | D0LT,MH,8kA5S,3/8'16Xl 269 , 565 AR \ | EA | | 165019-113 | | 8OLT,HH.SS,]/8-{6X! ! | FS | ( | | 269 | 600 | O [A ]50112-24] | 8 | CABLE TkAY`l2 �k0EC | | | | | | 201 | X . � 601 2 | | EA ) / 350124-109 CABLE TRAY.24X1Z0.8E0 / | � ` ! � 2U1 / | \ 602 / 1 / / EA / / �5U1Z4-JD9 / � CABLE TRAY,24X1%0`OEC / ! | � ' | 201 � 503 | 1 | | EA i ( 3501 ' '2�'�6l ' A | CABLE TRAY 24X7Z OEC � � ' | � 201 | | / v / 604 EA } | 350124-244 CABLE lHAY 24X5� OEC ' | | | | 201 | ^ ' 60-5 I ' � EA i 350099-01.4 35UO99 U—l4 � ! CABLE 7R—AY'W—AL—LNT' g—X2-5 2~01 } U 6O� | ] | | S7 ` ` 35O0§Z U0l ! / CABLE TRAY SPLICER � \ \ \ � \ 201 ( / ' 687 ! 11 � } ST ! � 3�UQB-O0l ( 1 CABLE TRAY CORNER | | | | | 261 | 608 / /O i | EA | | 301021-104 ! | CA8LE TRAY HANGER 16° ZUl | / / 609 | l i | EA | | ]50112-0]7 | 8 | CABLE TRAY,12X40,8EO | p 201 | 61-0 � l � | EA ) F6§Gl2 F0bGlZ , ` WlK�0AY'8 5Q X l FT 255 | ! ( 6�� | 2 � | [A � F606CPNK | F666CYNK { � 0lKE0AY.6 S0,CLUS.PO / / / / / C / 755 J ' ' 7O� AK ' �A { 101O4�'O0l � / N/p T l � � OC 269 | | ) | | ' 702 / AR EA | ' l0lU42'OO2 | � N/P'T 2 | ` QC | | 169 | / ! FA 101U�2'DZ4 � � S/P ACH � / ( . ' p14 ' PARTS LIST VFP, INC. CAGE CODE 53223 MODEL 1394 PL 401473-001 REV 8 STK LOC COMMENTS PRODUCTION PART REV DESCRIPTION CO5T ACCT TOTAL SUP LSEUNlT VENDOR PART I | QTY | QTY MEAS l l | | �CO0E) CODE NOTES |TYPE :CODE ! 704 | AK | | EA | ( 101042-025 | | N/P.ACH l | | OC | | | | 269 | | 705 | A8 | | [A | | 101042-052 | | N/P,K-1 | | UC | | ' | | 269 | 700 | AR | | EA | i 101042-053 | | N/P,K-2 | | OC | | | | 269 | 707 | AR | } [A | | 101042-054 | | N/P,K-3 | | 0C | | | | 260 � 708 | AR / / EA | ' 181042'055 | / N/P'K-4 | ' or 209 | / 710 | AR ! | FA | | 101042-056 | | N/9.K'5 ! | UC Z§9 ! | 712 ! AR | | EA | � 1OlO42-UO2 | | N/P.HTA'1 m | OC | � | | 269 i . . ' . ' 713 | AR | | EA | | 101042-085 | | N/P,EMV CONTROLS | | 0C 269 | 714 | AR EA 101042-097 N/P.TlMER-1 | | 0C | | | | 269 i x 715 | AR | | EA lUl042-898 | � N/P.TlMER-2 | | 0C 269 | 716 | AR } ' EA | | 101042-101 | | N/P 51 | | OC ' | ' ' %69 ' ' | 718 | AK | | EA N/P.32 ! | OC | � | | Z89 | . ' � /20 | AR | | EA | | 101042-133 | | N/P.30 i | | OC { | | | 269 � 721 | AK | | EA { i 101042'l34 | � N/P.SU 2 209 | 722 | AK | | EA | | 101042-85 | ( N/P.S0 3 | / 0C 723 ( AR | | EA } ! lDlO1Z'l3§ i / N/P.SD 4 289 ' 725 ! AR ! ! E6 ! i 1Ol042'158 | � N/P.PP'l � | GC | ! | ! 269 i EA , 2'�]Z ! X/P`�E�ECT8� RES�T ' PAGE � 15 ' ' PARTS LIST VFP, INC. CAGE CODE 53223 MODEL 1394 PL 401479-001 REV 8 lTEM# TOTAL VP LSEUN[T| VENDOR PART # VFP PART # :REV DESCRIPTION STK LOC COMMENTS PRODUCTION C0ST ACCT ' | DTY | 0TY |MEAS* 'C00[i CODE | ( N0T[S TYPE CODE � /29 ! 4 | | EA | | 101052-001 | | N/P,00 NOT REMOVE | | | | | | 269 | ' 730 | 1 | | EA | | 101042-488 | | N/P,LUS-1 269 | , . 732 | 1 | | [A | | 101042'434 | | N/P.LA | | / | | | 269 | / | 733 | 1 | | [8 | | 101042-435 | | N/P.PFA | | | | | | 269 | . . . . . . . ` 734 l | | EA | / 101042-436 / | N/P`0PFA | | ( ! | � 269 / f 735 | 1 | ! [A | ' 101042-487 ! / N/P'HHS 1 2dy ' 736 | AR | | EA ' ! 101042-040 | ! N/P'FA# l | � QC | | 2 | / 738 | A | | [A | | lU1U4 '2-169 | | N/P Ul ' i 0C | | 269 | | / 739 6R | | EA | � 101842-B5 | | N/P SPAKE FUS�S ' | 0C | ' 269 ' | | � ' | . ' ' / 740 ! AR i | EA 101O42'128 | | N/P.INT ) | UC 269 | 741 |/ AR | | EA | { l0IU42-12 '9 | ! N/Y EXT ! ' UC / | 2§9 | /. 742 | AR | | Ek | | I01042-030 | | N/9.LEA0 | � 0C . . 743 | AR | | EA | | 10I042-031 | ! M/P'LAG | | 0C | | | | 769 | 744 | AR | | [A i ! 101042-079 | | N/P`LTA'l | ! OC | | | | Zb9 h 999 | 1 | 1 | EA 401470-901 | | SERVICE MANUAL | JS | | NOTE 3 | ! | U || 999 \ 1 | 1 ! E—A ' D~WG. NU7EX'G[NERAL 999 | 1 | 1 | EA 4Ol17O'0Ol i | UW6'8L05 ASSY �A D�� 8JTES S0 �O8J �O`E ' D . . / | / . � / PAGE 16 ' � PARTS LIST VFP, INC. CAGE CODE 53223 MODEL 1394 PL 401478-001 REV 8 12X36X9-3 08/03/89 DSGR SRS ITEMV TOTAL 3MP LSEUMlT VENDOR PART I VFp PART I REV 0ESCKlPT0N STK LOC COMMENTS PRODUCTION 'COST ACCT | QTY l QTY MEAS' NOTES TYPE\ | | |CO0[! CODE | | ! }CU0E i 999 i l 1 | EA | | 472100-236 | | 0N6,FOUN0AT0N | | | NOTE ] | | | O | 993 | l i 1 | EA | | 101131 | i UN6,6[NEKAL 6K0.NOTE3 | | | NOTE 3 0 | � ^ NOTE 1 ITEM SHIPPED LOOSE, IN QUANTITY (X) ( | NOTE 2 [TEM REMOVED AND SHIPPED LOOSE WITH APPROPRIATE MOUNTING HARDWARE BAGGED AND IDENTIFIED ` i NOTE 3 SHIP LOOSE DRAWING ONLY ' | NOTE 4 SHIMS SELECTED AT AJ5EN8LY � � NOTE 5 0ET0HATUR FOR CYLlN�[R 0 8E SHlPPED LOOSE | | | NOTE 6 SMTP LOOSE WITH BATTERY(3) } . . ' EN a F 7::)OC uM Q:NY- | � PAGE 17 ` ` NADEEM ZEBOUNI, P.E. Tel: (904) 285-9890 Fax: (904) 285-1002 February 19, 1991 Mr. Don Ford, Building Official Building Department 716 Ocean Boulevard City of Atlantic Beach, FL 32233 Subject: Bell South Mobility JAX - JHX Cell Site: JAX-DM Jacksonville, Florida Dear Mr. Ford: Last week, you furnished me with a complete set of the construction documents for the proposed cell building and self-supported tower structure. The drawings consisted of a survey prepared by Boatwright. Land Surveyors, Inc. on October 25, 1990 and three drawings, "A. 1", "S. 1", and "E. 1" prepared by Slater-Paull and Associates on November 12, 1990 and December 14, 1990. One set of the specifications accompanied the drawings. A set of the shop drawings for the cell building and tower were also included. The tower shop drawings were prepared, signed, and sealed by a registered engineer on 1-16-1991 for a 100 MPH Basic Wind Speed. The cell building shop drawings were approved by VFP, Inc. Engineering on August 8, 1989, for 115 MPH Wind Velocity. Attached is a copy of a letter I received from Mr. Ed Rock, with Cocker Construction, stating that the State of Florida, Department. of Community Affairs, has extended VFP approval to December 31 , 1991 . A general check of the structural elements in the drawings and specifications was performed. During your inspections, pay close attention to the following: 1 . Earthwork operations performed under the supervision of ATEC Associates, Inc. to insure compliance with their site and subgrade construction recommendations. 2. Dewatering might be required to lower the water table at least 12" below the bottom of the footing excavations for proper compaction. 3. Insure symmetry of tower, antennas, and transmission lines during construction to minimize erection and torsional stresses. 4. No field welding is allowed during erection. 5. All bolts must be hot-dip galvanized. 200 EXECUTIVE WAY, SUITE 216 • PONTE VEDRA BEACH, FLORIDA 32082 Mr. Don Ford February 19, 1991 Page Two 6. Proper size and number of reinforcing bars security held in place prior to casting concrete. 7. Connections between the footing, floor, walls, and roof of the cell building to insure proper installation to resist the wind forces stated on the drawings especially since the drawings do not show sufficient details of the connections. It is my opinion that if the construction of the tower is done according to the plans and specifications, it will be in general conformance with the structural safety criteria that are governed by current applicable building code criteria. However, it is questionable from the drawings that the cell building can withstand the wind loading because of insufficient details on the drawings. The opp rrtu ity of offering my engineering services to your building de art q'nt 's appreciated. If you have any questions or if I can be of an fu the assistance, please let me know. r iceey, I .G. Z'pb uni, P.E. / 1 ,L I Post•lt'°brand fax transmittal memo 7671 of Pnae« T Fro r.✓ Co. nr SIN"i.,f Fnx N Fex N DE6pA R -rmcf, ",r of COMMU I*! ITY AFFAA RS 2 7 4 U C C N 'r L It vI I` W O It I v C T A L L A 1 i A S S L G r 1. O It 1 U A J Z :1 9 9 UOU MARTINU IIIL)N%A$ G. I'LLHAM Uovcrnor , a'uno 1.9 , 19 9 0 secretary Mr. Peter C. vile VFP, Inc. 3 525 Acs:i.a:l. Way Dr:ivc Roanoke, VA 240 .5 Re: Commercial Approval based on the 1,9136- DC' s with 1989 Rovis:ions M;C qrs. I ' D. No . : V,FP-115 This; Approval Lxpi.xGM December 31. , 1991. bear. Mr. J:Pi.:l e: It ;io Illy p1(-7a:3urc to :in:Col:ill you that the Depcavtnion't: of i Community Affairs has extended VF):J' M approval to continuo, Inal'tu2aCtuL'J nrj coinmcrci.al bu:il.d.i iig s ror 'throughou.l. the Stato of Fl.ol ida . This c?:'t ens i.on is cj3:c%n't:(;d, pua;-uclnt 'to inzpaQti.on of your N;ubm i.tl:ecl piano which Nva�:c Lound by ' department and your inspection/plan,- r oviow agoncy to lac in complianoc with the appal.icablc oocleM , Provisions for ro-G i.stance to up lift and ovo;�7turni.ncj arc: approved so lona az; the un:i.l-. is on an is doquate foundation : ncl tied down in accordarlca with the apps;owed plans Gina specizio"l'.ions. A copy of th.i ss''',lette>r must. be at't achod to the approved plans when making application ;For local. building poi illito . S:incax'oly,r � 1 17�a1}al's K. Hook Codoo & $tandu rds 11� ,•i '1(,a�;�`� Sact ion 11C1i111.niO1.ratoL j U d' r., t GMLItGKNCY MANAGEAUNT u MOUSING AND COMMUNITY MVL'LO1'MGNT e RLSOURC'I; PLANNING ANU MANAGI:M014T FROM FSS PONTE OEDRR> FL 9 `, P. Post•IVI bland fax tramomittal memo 7871 a vt Popo$+ r tW,J✓ `eft.�. �.o;..:rr,, ;.�•��m�r�i,I.l,�i��r,5 a, o. ,_�. K.V. �Sy.n.' � �t•`�� 8 �ion� i" k rav I6 T S TATE 0C FL0ttIDA � DUPARTMENT OF COMMUNITY AFFAIRS 2 1 4 U C L N 'r c it vt L 1N D It I V C . T A L J, A t l A S S l C , IF 1. O It I D A 5 2 1 9 9 uou,hlAltrlN x T110MA5 c,PELHAM co�cn,o. )'uno a , - 19 D U sacrctarr Mr. Peter G. I-'ile VF P, Inc. 3523 Aerial. Way DL ivc Roanoke, VA 24015 Ro: COMMO=iaal Approval based on the 19 30-SBC's with 1989 Ravisiolls mfgrs. X .A. No. : VFP-115 This Approval- 4,x9i.x'om DeCeillbor 31, 1991 Doar. Mr. Vila: It :ir3 Illy plcasuz:c to :il` form you that the Dopaxtmci7t off.' . Community Affairs has 4xtt•nded Virp"s approval to aol<ltinuca 111allu2acL-urillrj coxn'mcrcial bui3,di.ngs Zoa: ;iL>�:t:'L•allati.on •L-hvoughouL- the State Of r-l,oa;ida. ZXx,�,M extblision i.M c,:antod pur siaan•t:. -to itlapacti.on O:E your Submitted plan; wzxi.ch were found by this delpaa:tment and your insper-t.ion/plalls x 0vi.ew aVellICy to be in ' aomla;lial7c� with t1lc3 applicuble oodor,, . Provisions .:Cor aye s:i.'g'L-a:lce to tip lift and overturniziV aro appa:ovecl so :long 'as the unit is on an ,acloquate foulid ati on and 1 tied clown ill aoco:rd3*anc o With the approved plans and spaci;Ci.oal:.a.ostiu., A copy of thiu' 10tter :nuat. be At;tac hod to the: approved' plans When making application for local building parmi.tz. ' ` rel C,i,r''�j'� ` (1:�'�+,�, Z2E11��1� Xe. I'lac�a� codoL-1 A . st cknd l C1 C2 . j�,Syr,� cG• PTL MM ~MY^M^ LMIJAC040 MANAGBICNT a ROUSING AND COMMUNITY DEV1:LO!'MLNT a IUSOUitl,ljf PLANNING ANC)MANAGkMLNT CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 19 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: MAST LECTRICIAN SIGNATURE- NAME /JG /�71 W6 / ADDRESS: 7 �v� L( /RFD BOX BLDG.SIZE BETWEEN: RES. ( ) APT. ( ) comm.( 1 PUBLIC ( ) INDUS. ( ) NEW( ! OLD (iii REW.( ) ADDITION ( ) TRAILER 1 ! TEMP. ( 1 SIGNS ( ) Set. FT. SERVICE: NEW( 1 INCREASE ( 1 REPAIR ( 1 FEE CONDUCTOR SIZE AMPS COPPER 1 ALUM. SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST.SERV.SIZE 2-a(2 AMPS PH W ZVrVOLT G/1C_ RACEWAY FEEDERS NO. SIZE 2-oOzIl NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.80 AMPS. 91.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED i 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. I N.P. VOLTAGE PHS MISCELLANEOUS -Tyk-%I A it IV 11, !Aul V", &CA gna ill 4 J :Fri 0., n ", At A R aywe r -C-nA -.- Vv. 7 _ c, _ S: t� Tvw.--�i— UNR- ROHN 6718 W. Plank Road, P.O. Box 2000, Peoria,Illinois 61656 USA Phone:309-697-4400 TWX:910-652-0646 FAX:309-697-5612 PURCHASER: BELLSOUTH MOBILITY, INC. FOR JACKSONVILLE NAME OF PROJECT: SITE JHX, 190 FT. MODEL SSMW TOWER UNR-ROHN FILE NUMBER: 25703/JC UNR-ROHN DRAWING NUMBER: C901881 I CERTIFY THAT THE ATTACHED DRAWING AND CALCULATIONS WERE PREPARED UNDER MY SUPER- VISION IN ACCORDANCE WITH THE LOADING SPECIFIED BY THE PURCHASER AND THAT I AM A REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF FLORIDA. CERTIFIED BY:—L DATE• SECTION AE149ER SCkEVtA_E SECTION LEG BRACE SIZE MAXIM.Y MINIMW DLLUD SI2E MAXI MIN! OM TEO TENSION/ TEHSIO"/ FLAAEE' LOAD CAPACI END COWIFESSCI TOWER [DESIGN LOADIAV LOAD I CAPACI rY or �Cs ZE SIZE DESIGN WIND LOAD PER ANSI/EIA-222 D 1966,100 APH KIPS KIPS IN KIPS KIPS IN BASIC WIAO SPEED (MD ICE) 40 16 4 PIPE1.55TD(H) 6.74 16.12 2 5/8 THIS TOWER IS DESIGNED TO SLA-PORT THE FOLLOWING 62 PIPE 3 E.H 60.43 67.12 4 7/8 PIPE 2 E.H 20.59 24.Lit 3 516 LOADS, PIPELSSTD(H) 11.27 16.12 2 5/B C PIPE 4 E.N 126.23 142.37 4 1 PIPE 2 SID /2.62 16.64 3 SM PIfE1.55TD(N) 7.90 16.11 z Sv ELEV- ANTENNA E.P.A. ° PIPE 5 E.H 170.15 209.62 5 1 PIPE 2 SID 11.49 /4.33 3 516 PIPE 2 STD(H) 7.90 16.12 z 518 ATION TYPE (SF) E PIPE 6 EFS Z04.92 215.56 6 1 PIPEZ.53T° /2.92 /6.49 3 516 PIFE 2 SMfH) 7.71 le.rz z 5�8 (FT) F PIPE 6 E.H 235.46 268.65 5 / PIPEZ.SSTD 11.23 /4.47 3 519 PIPE 2 STD(14) 7.40 rs.sz z 519 0 PIPE 6 E.H 264.61 Z68.65 6 / P1PE2.5STD 10.91 a 73 3 Sib TOP 12-PDIZ51 6 3-PDIOO17 167.4 PIPEZ.SSTD(H) 7.77 I6.Iz z 518 W/ M MOITINO FRAME (TOTAL) H PIPE 6 EM262.09 342.05 6 1 PIPE 3 STD 10.96 2f.70 3 5/6 PNEZ.SSTD(H) 8.24 /6.fz z Sie J PIPE 6 ET6 3/9.82 342.05 B I PIPE 3 STD 11.01 19.07 3 518 185 2-B' HP DISHES Ile.2 PIPE2..SSTD(N) 6.65 16.lz 2 518 m O (140 DEG. SEPARATION) (TOTAL) K PIPE 6 E.N 346.62 439.69 1 /0 1 1 PfPE2.g.H 15.8! 19.55 3 3/4 176 2-8' HP DISHES IIB.2 ROTE, (N)REPRESENTS TOE kVRIZONTAL BRACE (/BO DEG. SEPARATION) (TOTAL) NOTE , SECTION AMBERS ARE FOR REFERETCE OALY N 0 N SEE STRESS ANALYSIS FOR A COMPLETE LISTING SLOPE OF ALL LOADS ON TOWER. �-CHANGE 4 UN GEAERAL NOTES 1. ROHN COMM(NNICATION TOWER DESIGNS CONFORM TO E.I.A.-222-D 1' UNLESS OTHERWISE SPECIFIED LNDER TOWER DESIGN LOADING. k TOWER DESIGN MAY OR MAY NOT COYFORM TO LOCAL, STATE OR O FEDERAL REQUIREMENTS. 2. TOWER MEMBER DESIGN DOES NOT INCLUDE STRESSES DUE TO SLOPE ERECTION SINCE ERECTION EQUIPMENT AND CONDITIONS ARE �-CHANGE LNKNOWN. DESIGN ASSUMES COA#RETENT AND QUALIFIED PERSONNEL WILL ERECT THE TOWER. 4. 3. WORK SHALL BE IN ACCORDANCE WITH E.I.A.-222-D, O 'STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND ANTENNA SUPPORTING STRUCTURES". 4. THE MINIMUM YIELD STRENGTH OF STRUCTURAL STEEL MEMBERS W .�-C SHALL BE 50 KSI, EXCEPT AS NOTED BELOW. TI�LLAR AEX18ER ANGLE L2Xl/4 THRU L3X3/16 6 ALL STRUCTLARAL PLATES SHALL BE 36 KSI. " PROPERTIES 5. FIELD CONNECTIONS SHALL BE BOLTED. NO FIELD WELDS SHALL MEMBER SIZE BE ALLOWED. O. HICK. 6. STRUCTURAL BOLTS SHALL CONFORM TO ASTM A-325, EXCEPT . WHERE NOTED. P PEI. STD 1.900YIN.l) 7. ALL HIGH STRENGTH BOLTS ARE TO BE TIGHTENED TO A "SMX'-TIGHT^ PIPE 2 STD 2.375 0.154 CONDITION AS DEFINED IN THE AUGUST 14, 1940, AISC "SPECIFICATION PIPE 2 E.H 2.375 0.254 FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS". B. PAL NUTS SHALL BE PROVIDED FOR ALL TOWER BOLTS. O O PIPE2.5E.H 2.875 0.276 9. STRUCTURAL STEEL AND CONNECTION BOLTS SHALL BE HOT-DIPPED N PIPE2.5STO 2.875 0.203 PIPE 3 E.H 3.500 0.300 GALVANIZED AFTER FABRICATION, IN ACCORDANCE WITH PIPE 3 STD 3.500 0.216 E.I.A.-222-D. PIPE 4 E.H 4.500 0.337 50. STEP BOLTS AND ROHN-LOC SAFETY DEVICE SHALL BE PROVIDED PIPE 5 E.H 5.500 0.375 FOR CLIMBING THEE ENTIRE HEIGHT THE TOWER. ll. TWO 11 HOLE WAVEGUIDE LADDERS PROVIDED VIDED FROM 5't PIPE 6 ENS 6.625 0.340 TD TOP OF TOWER. i PIPE 6 E.H 6.625 0.432 12.f�7ESIGN ASSUMES LEVEL GRADE AT TOWER SITE. PIPE B E.H B.625 0.500 l3. DESIGN ASSUMES ALL TRANSMISSION LIDS ARE EQUALLY DISTRIBUTED ON TWO TOWER FACES. 14. ROHN SHALL HAVE THE OPTION TO REVIEW FINAL DISH LOCATIONS, ti AZIMUTHS AND MOUNTS TO VERIFY THAT THE ASSUMED TORQUE VALUES 4. AND LOCAL STRESSES ARE NOT EXCEEDED. 1 O 55 DESIGN POSSIBLE ASSUMES TO MINIMIZETACCAL#AAMA EDEEFFECTD AS YOF TOROUE.Y AS N 16. FOUNDATIONS,DESIGNED AND SLIPPL IED BY OTHERS, MUST BE NORTH ADEQUATE TO SUPPORT REACTIONS SHOWN. 17. TOWER ORIENTATION DETERMINED FROM CUSTOMER SLo-PLIED INFORMATION. k Y o TOWER 1V AXIS / 10 A-BOLTS(30 TOTAL) 27,_81,. 60 DEG. IDIA.X 74" LONG / 45TH A 354 GR. SC (NOMINAL) 120. Ne.♦ R­;.1- Dac.r flpn ♦Oe 1. R-a ckd e ♦A Pd By (TYP.) _ THIS DRAWING 15 THE PROPERTY OF ROFN, IT Is Nor R D H N To BE PEPRoDucED, COPIED OR TRACED fN WFLLE CR IN PART WITHOUT OUR WRITTEN CONSENT. TONER REACTIONS TOWER ORIENTATION Sea., "'"E SA rrCOMPRE1-9 TENSION = 346.2 KIPS CSR OR, SSMW BELLSOUTHMOBILITY, INC. TOTAL S = 63.8 KIPS N.T.S. Ch.eked, yAFOR JACKSONVILLE . TOTAL SHEAR = 63.B KIPS ,.+ O.T.M. = 7740.I FT-KIPS app. En TOWER SITET )HX ApP. S / FILE.25703JC ORAWINc ND.. C901 88L nATr 1In In InA rrl r MIn nARTT11r TnITn PTnrrr A11A1 VM1Tn 6nn nrl i rAllTll nAnr 1M / VA 1 L VJ/LU/ /V JLLI JUI I Ul\I a11V 1 URL I% J 11\LJJ AItAL 1 JAJ 1 U11 ULLL JUU I T 1 AVL IlV 1 L TTUr_++♦C1•C/ nV Illln M111 ATI ITI Tn)1 nr i111n T11n11M1TM1TrM1...,-_rUr nrriT rTS 1 11n nCTAn M nV HIA IML AA*aafaV UI Ultl\-1\Vlln! 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I;!^.!' . t V V i UI1c471 AA1 41C 7/4 IIIc -tt /ala 01 L 4aJJ 4I Oa Ili in4AC 1 1 74 44n / I 11/110 =4• 0VJ 1L/A I41 /ULU Ul itCn 4/7 4 i A CAM IInL -l• ♦VJ/ •AUI IAa 1 4.AVU Unr n17 Inn nnn Inc IINf -4• IVJ/ ILVU tVIL ♦J/J Ulln A7/ A74 Ano 1A7 Iona -t4 IVLU ♦VIA ♦VIA •JVJ 111111AIM AAC A" 14/1 Ilnll �t4 IVa/ IVIJ Vol 11.AL Uil 1At1 A1C A7/ An /InU -## IVAI. 4 VLJ ♦Vl U #LJJ UI 11/ /14 IJ A 4 A nCn ACn Ilnl\ -+• t IL 1 4Va 1 4VJU •VJu BELLSOUTH M01311LITY INC SPECIFICATIONS FOR: TELEPHONE SYSTEM CELL SITE JAC JHX JAC DM DECEMBER 21, 1990 FEB 5 RFrn " 5LATER. PAULL 8 A550CIATE5 6445 PO WERS FERRY ROAD. N.W. 5WTE 3GO ATLANTA, GEORGIA 30339.2909 �r404-984-0409 r,� BELLSOUTH MOBILITY INC SPECIFICATIONS FOR: TELEPHONE SYSTEM CELL SITE JAC JHX JAC DM DECEMBER 21, 1990 SLATER PAULL 6 ASSOCIATES D 6445 POWERS FERRY ROAD, N.W. SUITE 3GO • ATLANTA, GEORGIA 30339.2909 404-984-0409 SPECIFICATIONS FOR BELLSOUTH MOBILITY INC JACKSONVILLE CELLULAR TELEPHONE SYSTEM CELL SITE JAC JHX JAC DM 00 DECEMBER 21, 1990 BELLSOUTH MOBILITY INC 7077 Bonneval Rd. Suite 110 017 Jacksonville, FL 32216 Architects : SLATER-PAULL & ASSOCIATES 6445 Powers Ferry Road Suite 360 �, Atlanta, GA 30339 INDEX FOR SPECIFICATIONS TITLE Page Division 0 Contract Requirements Section 00010 Invitation for Bids 2 Pages Section 00100 Instructions to Bidders 3 Pages Section 00210 Construction Schedule 1 Page Section 00225 Soil Boring Excavation: JAC JHX 28 Pages JAC DM 29 Pages Section 00301 Bid Form 2 Pages Section 00302 Schedule of Values 1 Page Section 00500 Construction Agreement 9 Pages Section 00700 General Conditions of the Contract 56 Pages Section 00800 Supplementary Conditions of the Contract 1 Page Division 1 Special Proiect Procedures Section 01031 Application for Payment 2 Pages Section 01032 Change Order 1 Page Section 01033 Lien Wavier 1 Page Section 01034 Certificate of Insurance 1 Page Section 01340 Shop Drawings, Product data, Samples 3 Pages Division 2-14 Architecture Section 02200 Excavating, Filling and Grading 7 Pages Section 03300 Cast-In Place Concrete Work 13 Pages Section 05502 Miscellaneous Metal 7 Pages Section 05503 Chain Link Fabric Products 3 Pages Section 13026 Antenna Supports: JAC JHX 7 Pages JAC DM 7 Pages Division 16 Electrical Section 16000 General Electrical Requirements 5 Pages , , Supplement Grounding Checklist Information 28 Pages Section 00010 Page 1 INVITATION FOR BIDS 1 . Sealed bids, by invitation only, will be received for the performance of that specific work hereinafter described relating to the construction of the following project: JAC JHX JAC DM 2 . The bids will be received no later than 2 :00 P.M. EST on January 8, 1991 at the following location: Slater-Paull & Associates 6445 Powers Ferry Road Suite 360 Atlanta, Georgia 30339 3 . The bids shall be submitted in sealed envelopes which shall be clearly addressed and marked on the outside as follows: Slater-Paull & Associates 6445 Powers Ferry Road, NW Suite 360 Atlanta, Georgia 30339 Bid for BellSouth Mobility, JAC JHX JAC DM 4 . The specific work included in the above-described project for which bids are invited is as follows : "All work for the complete construction of the project, unless otherwise noted. " 5 . The work is to be performed and completed in strict accordance with the drawings, specifications and all other Contract Documents relating to the project. In particular, the work shall be performed and completed within the following time limitations : Receipt of Bids: January 8, 1991 Award of Contract: January 9, 1991 6 . Sets of the drawings, specifications and related documents will be furnished for review in connection with the preparation of bids and will be shipped to all bidders . Section '01.00 Page INSTRUC?IONS TO 3I00ERS ARTICLE A. All definitions set forth in the oroposed Contract 'Documents are applicable to these Instructions to Bidders. 00 B. Bidding documents include the invitation for Bids , these Instructions to Bidders , the bid form, the form of list of subcontractors , the payment application form, the change order form, the lien waiver form, and the proposed part of Contract Documents including addenda issued prior to receipt of bids. C. Addenda ' s are written or graphic instruments which modify or interpret the bidding documents, including drawings and specification. Addenda will become part of the Contract Documents when the construction contract is executed. ARTICLE 2 Each bidder by making his bid represents that he has read and understands the bidding documents and that he has visited the site and familiarized himself with the local conditions under which the work is to be performed. ARTICLE 3 A. All bids must be prepared on the forms provided and submitted in accordance with this Instructions to Bidders. B. A bid is invalid if it has not been deposited at the designated location prior to the time and date for receipt of bids indicated in the Invitation for Bids, or prior to any extension thereof issued to the bidders . C. No bidder shall modify, withdraw or cancel his bid or any oars tnereof for ninety (90) days after the time designated for the receipt of bids in the Invitation of Bids. ARTICLE 4 Each bidder shall examine the bidding documents carefully and, no 'ater than three (3) days prior to the date for receipt of bids, shall maKe written request for interpretation or correction of any ambiguity, in- consistency or error therein which he may discover. Any interoretation or correction will be issued as an addendum to the bidding documetns . Only a written interpretation or correction by addendum shall oe oinaing. No bidder shall rely upon any interpretation or correction given zy any other method. ARTICLE 5 A. Each bideer represents that his bid is based upon the materials and equipment described in the bidding documents. ect7cn ?age 2 9. U substitutions will be considered unless written reauest has been suomitted for approval at least three (3) days prior to the date `or receipt of bids. Each such request shall include a complete descriotion of the proposed substitution, the name of the material or eauioment 'or which it is to be substituted, drawings , cuts, performance and test aa-.a ana any other data or information necessary for complete evaluation. C Any oroposed substitutions shall be approved only if set `orth �n an addendum. ARTICLE 6 Each bidder acknowledges the right of the Company to reject any or a' ' bias, to waive any informality or irregularity in any bid received, and to award the contract to other than the lowest bidder. In addition, each bidder recognizes the right of the company to reject a bid if the bidder fails to furnish any required bid security or fails to submit the data required by the bidding documents , or if the bid is in any way incomplete or irregular. ARTICLE 7 Bidder shall provide along with his bid, a list of subcontractors to be employed. Subcontractors shall be subject to approval of the Company, and the Company reserves the right to reject any or all subcontractors. The award of a contract shall be expressly contingent upon the Company' s approval of the list of subcontractors. ARTICLE 8 A. A performance bond for the full amount of the Contract Sum and a Labor and Material Payment Bond for the full amount of the Contract Sum may be required of the successful bidder by the Company in accordance with the provision of the Contract Documents applicable to the contract to be executed with such bidder. The premium costs of any such bond or bonds shall be borne by the Company and shall be billed directly to the Company by the corporate surety or sereties on any such bonds. S. Insurance shall be required as specified in the Contract Documents. ARTICLE 9 The bidder to whom the contract is awarded will be required to execute a written contract within fifteen ( 15) calendar days after being ^oti *led of the acceptance of his bid by the Company. Such bidder shall also fur-nish within that same period of time executed Performance and Labor `^a- terial Payment Bonds as may be required by the Comoany, certificates ,r' insurance and all other items or documents required by the bidding documents and the Contract Documents. The bidder to whom the contract is awarded shall also provide evidence in a form satisfactory to the Company that the person or persons wno will sign the contract nor such bidder are duly authorized to do so. SECTION 00100 PAGE 3 ARTICLE 10 A. On bidder' s letterhead, provide an alternate subcontractor and add or deduct the price for any work not being performed by the General Contractor. This list along with the subcontractor' s list will be used to evaluate all bids . Refer to Article 7 . ARTICLE 11 A. Erection of the tower is not part of this contract, specification section 13026 , Antenna Supports, is included for information only. ,, END OF SECTION Section 00210 Page 1 CONSTRUCTION SCHEDULE MM JAC JHX JAC DM Start Work Immediately upon receipt of Building Permit Building Complete To Be Determined Power Complete To Be Determined OW Section 00225 Page 1 SOIL BORING EXCAVATIONS ATEC Associates, Inc. vy6600-1 Youngerman Cir. Jacksonville,Florida 32244-3745 [904]771-3055,FAX#(904]771-2977 December 3, 1990 BellSouth Mobility, Inc. 7077 Bonneval Road Suite 110 Jacksonville, Florida 32216 Attention: Ms. Gretel Hoffman General Manager Real Estate & Construction Region II Subject: Subsurface Investigation and Geotechnical Engineering Evaluation BELLSOUTH MOBILITY Cell Site: JAX-JHX, JACKSONVILLE, FLORIDA ATEC Project Number: 72-01065 Laboratory Number: 3210 Dear Ms. Hoffman: ATEC Associates, Inc. has completed the authorized subsurface investigation and geotechnical engineering evaluation for the proposed BELLSOUTH MOBILITY Cell Site JAX-JHX in Jacksonville, Florida. The attached report discusses our investigative procedures, describes existing site and subsurface conditions, and presents our evaluations, conclusions and recommendations. Briefly, our recommendations are as follows: 40 1. The cell building may be supported on a conventional shallow spread foundation system designed for a maximum allowable bearing pressure of 2500 pounds per square foot (psf) and bearing in properly compacted fill or clean existing soils after removal of organics and proper soil densification. as A Subsidiary of American Testing and Engineering Corporation Consulting Geotechnical,Materials and Offices in Major U.S. Cities/Since 1958 Environmental Engineers BellSouth Mobility, Inc. December 3, 1990 Job No. 72-01065 Page two 2. The self-supported tower structure may be supported on a shallow foundation bearing in clean, natural or fill soils using a maximum allowable bearing pressure of 2500 psf at a minimum depth of 3' below existing. 40 3. Water was encountered at a depth of approximately 4.5 feet on all borings. We appreciate the opportunity to work with you on this project and are prepared to assist you with the recommended inspection services during the construction phase. If you have any questions regarding this report or if we may be of further service, please contact us. Sincerely, ATEC ASSOCIATES, INC. Mark Mechling, P.E. District Manager MM f csd cc: BELLSOUTH MOBILITY, INC. (2) Ms. Gretel Hoffman Anderson - Hastings (1) Mr. George Johnson Slater - Paull and Associates (2) Mr. Bruce Lott McFall - Korkel & Kimball (1) Aw TABLE OF CONTENT, 00 Page INTRODUCTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 Project Information Purpose of Investigation Scope of Investigation 0 INVESTIGATIVE PROCEDURES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 Soil Testing Borings Soil Resistivity Soil Infiltration Rate AO SITE AND SUBSURFACE CONDITIONS . . . . . . . . . . . . . . . . . . . . . . . . . 4 Site Description Area and Site Geology Subsurface Conditions PROPOSED CONSTRUCTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 00 DESIGN RECOMMENDATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 General Foundations Grade Slabs Parking and Driveways CONSTRUCTION RECOMMENDATIONS . . . . . . . . . . . . . . . . . . . . . . . . 9 Site and Subgrade Preparation Structural Fill Foundation Installation Groundwater Control Crushed Stone Base Construction QUALIFICATION OF RECOMMENDATIONS . . . . . . . . . . . . . . . . . . . . 11 APPENDIX . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Attached ASFE Information About Geotechnical Reports Boring Location Plan Key to Classification and Symbols Report of Double Ring Infiltrameter Test Test Boring Records BellSouth Mobility, Inc. 00 December 3, 1990 Job No. 72-01065 Page one INTRODUCTION „ Project Information Construction of a 190-foot high self-supported steel lattice tower and a single-story switchgear building is proposed for the Jacksonville Florida, Cell Site JAX-JHX. Purpose of Investigation The primary objective of this investigation was to determine the subsurface conditions within the area of proposed construction and to analyze these conditions as they relate to foundation design and construction. Scope of Investigation This study included a visual site reconnaissance, soil test, boring and sampling, double ring infiltrameter test and evaluation of the field data and the preparation of this report. Specifically, this report includes the following: 1. A brief review of our testing procedures and the results of all the testing conducted in this project 2. A review of the subsurface soil stratigraphy with individual soil test boring records 3. Recommendations for tower, building and floor slab foundation support, including bearing capabilities 4. Construction recommendations for site preparation, earthwork, foundation construction and quality control 5. Discussions of other potential design and/or construction problems as indicated by the investigation BellSouth Mobility, Inc. December 3, 1990 Job No. 72-01065 Page two INVESTIGATIVE PROCEDURES Soil Test Borings During this investigation, four (4) soil test borings (designated B-1 through B-4) were drilled at the approximate locations shown on the attached Boring Location Plan. The borings were drilled to depths varying from 20 to 40 feet below the existing ground surface. Boring locations were established in the field by an ATEC Engineer by measuring distances and estimating right angles from existing site features. Boring elevations were referenced to the existing surfaces. Since these measurements are not precise, the locations shown on the Boring Location Plan and the elevations on the Test Boring Records should be considered approximate. All soil sampling and standard penetration testing were in general accordance with ASTM Standard D 1586. The borings were advanced by mechanically twisting hollow-stem augers into the soil. At regular intervals, soil samples were obtained with a standard 1.4-inch I.D., 2-inch O.D., split barrel sampler. The sampler was first seated 6 inches to penetrate loose cuttings and then driven an additional foot with blows of a 140-pound hammer falling 30 inches. The number of blows required to drive the sampler the final foot was recorded and is designated the "standard penetration resistance". Penetration resistance, when properly evaluated, is an index of the soil's strength, density and foundation support capability. Groundwater levels were measured in the boreholes at the completion of drilling. Representative portions of the soil samples obtained with the split-barrel sampler were sealed in glass jars and transported to our laboratory. In the laboratory, they were examined by a geotechnical engineer. The soil descriptions and classifications are based on visual examination and should be considered approximate. Test Boring Records which graphically depict soil descriptions, penetration resistances, and observed groundwater levels, are included in the report Appendix. The groundwater levels represent measurements made at the time of drilling. Occasionally, boreholes will collapse preventing water level measurements. For these, the cave-in depth is measured and reported on the boring records. BellSouth Mobility, Inc. ► December 3, 1990 Job No. 72-01065 Page three Soil Resistivity The soil resistivity tests were incomplete at the time of this report. A report of these test results will follow upon completion of testing. Soil Infiltration Rate A field measurement of the infiltration rate of the soils was conducted using the double-ring infiltrameter method. Test results can be found in the appendix. 00 BellSouth Mobility, Inc. December 3, 1990 Job No. 72-01065 Page four SITE AND SUBSURFACE CONDITIONS „ Site Description The site is located north of Levy Road and east of Main Street in Atlantic Beach, Florida. The site is fairly level. The surface is covered with palmetto's and lightly wooded. At the time of our exploration, surface drainage appeared to be good, with direction not apparent. The surface of the site was firm, but the drilling equipment experienced some difficulty moving about the site caused by the dense vegetation. Area and Site Geology The site is in the Coastal Plain Physiographic Province. Coastal Plain soils consist of ancient marine deposits composed primarily of interbedded limestones, gravels, sands, silts, and clays. Below the surface deposits is the Miocene Hawthorne Formation of interbedded sand, limestone, dolomite, and clay. Underneath the Hawthorne Formation is the Eocene Ocala Group, which is comprised of limestones and dolomitic limestones. Subsurface Conditions Data from the soil test borings are shown on the Test Boring Records in the Appendix. The subsurface conditions discussed in the following paragraphs and those shown on the Test ' Boring Records represent an estimate of the subsurface conditions based on interpretation of the boring data using normally accepted geotechnical engineering judgments. Although individual test borings are representative of the subsurface conditions at the boring locations on the dates shown, they are not necessarily indicative of subsurface conditions at other locations or at other times. The surface is covered with palmetto's and lightly wooded. Below the ground surface, the borings encountered surficial organics (topsoil), sand and clayey sand. These strata are discussed in the following paragraphs. 010 00 BellSouth Mobility, Inc. December 3, 1990 Job No. 72-01065 Page five Topsoil: Topsoil is a dark-colored surficial material with a high organic content and is generally unsuitable for structural support. The borings encountered topsoil thicknesses of up to 12 inches. Some variation in topsoil thickness should be anticipated during site stripping operations. Fine Sands: Loose-to-medium-dense fine grey, brown, and white sands and clayey sands were encountered from below the surficial organics to a depth of approximately 40 feet. Groundwater: Groundwater was encountered at 4.5 to 4.7 feet below the existing grade at the time of our investigation. Noting that the water table in this area will fluctuate in response to regional and local variations of precipitation, the water table shown on our logs should be used for general information only. 00 BellSouth Mobility, Inc. December 3, 1990 Job No. 72-01065 Page six PROPOSED CONSTRUCTION Our understanding of this project is based on information provided by Mr. George Johnson of Anderson and Hastings and our experience with similar BellSouth projects. The proposed construction will include erection of a 190-foot self-supporting lattice tower and a one-story switchgear building with an entrance driveway. 4 The building will be a single-story prefabricated concrete structure. For purposes of this report, we have assumed maximum column loads of 50 kips and maximum wall loads of 2 kips per linear foot. The finished floor elevation of the building has not been provided; however, based on previous project experience, we anticipate minimum cuts and fills. The tower will be a 190-foot high, self-supporting lattice tower. The type of foundation has been established as a mat foundation for the purposes of this investigation. Unfactored loading conditions used to analyze possible support area: overturning moment - 7,800 kip ft. compressive load, per leg - 350 kips uplift force, per leg - 320 kips Maximum shear - 65 kips Base spread - 28 ft. BellSouth Mobility, Inc. December 3, 1990 Job No. 72-01065 Page seven DESIGN RECOMMENDATIONS The following recommendations are based on the available project information, the data obtained from the subsurface investigation and our experience with similar site and subsurface conditions. If the structural information as previously outlined is incorrect or loading conditions are changed appreciably, we should be notified so that we may review our recommendations in light of such changes and provide an analysis of the revised conditions, if required. General The following soil related design parameters are recommended for this project. The parameters are based on our experience with similar soil conditions and are not based on quantitative laboratory testing. Angle of Cohesion Internal Friction Bulk Density (max dry) Material c in s (o) In Degrees in pcf Fine Sands 0 30 110 For design purposes, we recommend that the angle of foundation pullout resistance be calculated using the appropriate angle of internal friction listed above and the following equation: Pullout angle with respect = 45 + (p/2 to horizontal Foundations Cell Building: We recommend that the cell building be supported on a conventional shallow spread foundation system, with a maximum uniform allowable bearing pressure of 2500 psf for foundations bearing in residual soils or on a structural fill placed in accordance with subsequent recommendations. Minimum lateral dimensions of 18 and 24 inches are recommended for continuous wall and column foundations, respectively, for ease of construction and to avoid the possibility of a localized shear failure. Minimum embedment depths, as specified by local codes and building practice, are recommended. Based on regional codes, the minimum embedment depth should be 12 inches. BellSouth Mobility, Inc. December 3, 1990 Job No. 72-01065 Page eight Tower - Self-supporting lattice tower We have analyzed and presented a shallow foundation alternative for the tower. The tower may be supported on a mat-type shallow spread foundation bearing on sand at a minimum depth of 3 feet. The mat foundation should be designed for a maximum allowable bearing pressure of 2500 psf. Grade Slabs Grade Slabs may be soil-supported subject to the recommendations of this report. Construction joints should be used to isolate grade slabs from load-bearing walls or column footings to allow impermeable membrane vapor barrier be used beneath grade slabs to minimize the effects of ground moisture. Parking and Driveway We understand that the parking and drive areas will be surfaced with crushed stone base. A minimum crushed stone thickness of 6 inches is recommended.A paving section consisting only of crushed stone base should be considered a high maintenance section. Regular care and maintenance is considered essential to the longevity and use of the section. Site grades should be maintained in such a manner as to allow for adequate runoff of water. Any potholes, depressions or excessive rutting which may develop should be repaired as soon as possible to minimize the damage to the soil subgrade. BellSouth Mobility, Inc. December 3, 1990 Job No. 72-01065 Page nine CONSTRUCTION RECOMMENDATIONS Site and Subg_rade Preparation Prior to proceeding with construction operations, all debris and any non-soil materials should be stripped from the proposed construction areas and wasted off-site. After stripping and clearing, areas intended to support floor slabs, pavements, new fill, and foundations should be carefully inspected by a qualified geotechnical engineer. If groundwater is encountered in the excavation, the water will need to be pulled down at least 1' below the bottom of the footing excavation before compaction takes place. At that time, the engineer may require proofrolling of the subgrades with a 20 to 30-ton loaded truck or other pneumatic-tired vehicle of similar size and weight. Proofrolling is performed to locate soft, weak or excessively wet soils present at the time of construction. Unsuitable material observed during the inspection and proofrolling should be undercut and replaced with compacted fill or stabilized in-place with conventional remedial measures. �. Structural Fill Fill should be clean, coarse grained (less than 10% fines) inorganic soil free of deleterious materials and rock fragments larger than 3 inches in diameter. Fill should be placed in thin lifts (6 to 8 inches loose measure) and compacted to 95% of the modified Proctor maximum dry density as defined by ASTM D 1557. The soil in cut areas intended to support floor slabs, footings and pavements should be recompacted to at least 95%maximum dry density. In confined areas such as utility trenches and backfill over foundations,portable compaction equipment and thin lifts of 3 to 4 inches may be required to achieve compaction. During fill placement, density tests should be performed by a qualified soils engineering technician to verify that the required compaction is met. BellSouth Mobility, Inc. December 3, 1990 Job No. 72-01065 Page ten Structural Fill (cont) Based on our visual examination of the soil samples, we anticipate that the soils on this site will generally be suitable for use as structural fill. It appears that the tower foundation bottom may be near the groundwater table. Foundation Installation Shallow Foundations: Detailed footing inspections should be performed in each footing excavation. The inspections should be performed by an experienced geotechnical engineer, who will verify that the exposed materials are similar to those encountered by the borings and are capable of supporting the design bearing pressures. ,. Groundwater Control If foundation excavations extend to or near to the groundwater table, some dewatering will be required. In general, pumps will provide adequate dewatering for foundation excavations that extend only a few feet below the water table. Open excavations more than a few feet below the groundwater table may require a more positive means of dewatering such as deep wells or well points. The extent and nature of any dewatering required during construction will be dependent on the actual groundwater conditions at the time of construction and the effectiveness of construction drainage to prevent runoff into open excavations. Crushed Stone Based Construction The compaction and quality of crushed stone base will directly affect the quality and life of the parking and driveway areas. Consequently, we recommend a minimum compaction of 100% of the maximum dry density for the base materials, as determined by the modified Proctor compaction test (ASTM D 1557, Method D). We recommend that a qualified soils engineering technician observe placement and compaction of the base course and perform density tests to confirm that the material has been compacted to the specified density. The quality and gradation of the crushed stone material should be in accordance with applicable specifications of the Department of Transportation. BellSouth Mobility, Inc. December 3, 1990 Job No. 72-01065 Page eleven QUALIFICATIONS OF RECOMMENDATIONS Our evaluation of foundation design and construction conditions has been based on an understanding of the site and project information and the data obtained during our field investigation. The general subsurface conditions utilized have been based on interpolation of the subsurface data between the borings. Regardless of the thoroughness of a subsurface investigation, there is always the possibility that conditions between borings will be different from those at the boring locations, that conditions are not as anticipated by the designers, or that the construction process has altered the soil conditions. Therefore, experienced geotechnical engineers should inspect the earthwork and foundation construction to verify that the conditions anticipated in design actually exist. Otherwise, we assume no responsibility for construction compliance with the design concepts, specifications or recommendations. The design recommendations presented in this report have been developed on the basis of the previously described project characteristics and subsurface conditions. If there is any change in these project criteria, including project location on the site, a review should be made by this office to determine if any modifications in the recommendations will be required. The findings of such a review should be presented in a supplemental report. The nature and extent of variations between the borings may not become evident until the course of constructions. If variations then appear evident, it will be necessary for reevaluation of the recommendations of this report to be made after performing on site observations during the construction period and noting the characteristics of any variation. Our professional services have been performed, our findings obtained, and our recommendations prepared in accordance with generally accepted geotechnical engineering principles and practices. This warranty is in lieu of all other warranties either expressed or implied. This company is not responsible for the conclusions, opinions, nor recommendations made by others based on this data. MR IMPORTANT INFORMATION ABOUT YOUR GEOTECHNICAL ENGINEERING REPORT More construction problems are caused by site subsur- technical engineers who then render an opinion about face conditions than any other factor. As troublesome as overall subsurface conditions. their likely reaction to subsurface problems can be, their frequency and extent proposed construction activity, and appropriate founda- have been lessened considerably in recent years. due in tion design. Even under optimal circumstances actual large measure to programs and publications of ASFE/ conditions may differ from those inferred to exist, The Association of Engineering Firms Practicing in because no geotechnical engineer, no matter how ' theGeosciences. qualific (l. unci no subsurface exploration program, no The followingsuggestions and observations are offered matter how comfxehensive, can reveal what is hidden by earth. rock and time.The actual interface between mate- cost-overruns and other costly headaches that can to help you reducceethe geotechnical-related delays• rials may be far more gradual or abrupt than a report indicates. Actual conditions in areas not sampled may occur during a construction project. differ from predictions. Nothing can be done to prevent the unanticipated, but steps can be taken to help minimize their A GEOTECHNICAL ENGINEERING impar!. For this reason. most experienced owners retain their REPORT [S BASED ON A UNIQUE SET groledinical consultants through the construction stage, to iden- tify variances. conduct additional tests which may be OF PROJECT-SPECIFIC FACTORS needed. and to recommend solutions to problems encountered on site. A geotechnical engineering report is based on a subsur- face exploration plan designed to incorporate a unique SUBSURFACE CONDITIONS set of project-specific factors. These typically include: the general nature of the structure involved. its size and CAN CHANGE configuration: the location of the structure on the site and its orientation: physical concomitants such as Subsurlacr conditions may be modified by constantly- access roads, parking lots. and underground utilities. changin:;11,1tural forces. Because a geotechnical engi- nand the level of additional risk which the client assumed eering r(2port is based on conditions which existed at by virtue of limitations imposed upon the exploratory the time of subsurface exploration.construction decisions program. To help avoid costly problems.consult the should vol hr Pascd ocr it geotechnical engineering report whose geotechnical engineer to determine how any factors a(fcquacy)11(+44 baro brcn affected by time. Speak with the geo- which change subsequent to the date of the report may technicol consultant to learn if additional tests are affect its recommendations. advisable before construction starts. Unless your consulting geotechnical engineer indicates Construction operations at or adjacent to the site and otherwise. sour geotechni(al enaincerirltt report should not natural cents such as floods. earthquakes or ground- be used: water Iluctuations may also affect subsurface conditions •When the nature of the proposed structure is and. thus. the continuing adequacy of a geotechnical changed, for example. if an office building will be report. The geotechnical engineer should be kept erected instead of a parking garage.or if a refriger- <nf)fxised of any such events.and should be consulted to ated warehouse will be built instead of an unre- determine ii itlditional tests are necessary frigerated one: •when the size or configuration of the profused GEOTECHNICAL SERVICES ARE structure is altered: PERFORMED FOR SPECIFIC PURPOSES .when the location or orientation of the proposed AND PERSONS structure is modified: .when there is a change of ownership. or Gec�technik ;;l engineers' reports are prepared to meet • for application to an adjacent site. the spcdtic needs of specific individuals. A report pre- Geotechnical engineers camlol accept responsibility for problems pared for.c consulting civil engineer may not be ade- "' which may develop if they are not consulted after fat lot's tonsid_ quatc for a construction contractor, or even some other Bred in their report's development have chanacd. consulting;civil engineer. Unless indicated otherwise, this report was prepared expressly for the client involved and expressly for purposes indicated by the client. Use MOST GEOTECHNICAL "FINDINGS" by any other persons for any purpose, or by the client ARE PROFESSIONAL ESTIMATES fora different purpose, may result in problems. No indi- vidual ollrrr Hwii the diem should apply this report for its Site exploration identifies actual subsurface conditions inicadrd purpose without first coniforring with the geotechnical only at those points where samples are taken. when ouaiurer. No t,crsorr should opply this report for any purpose they are taken. Data derived through sampling and sub- other Uran that originally contemplated u,iihoul first conferring sequent laboratory testing are extrapolated by Faro- wilh (fir'arnlc(lmiraf orr(lincrr 9"" A GEOTECHNICAL ENGINEERING der the mistaken impression that simply disclaiming re- REPORT IS SUBJECT TO sponsibility for the accuracy of subsurface information always insulates them from attendant liability Providing MISINTERPRETATION the best available information to contractors helps pre- Costly problems can occur when other design proles- vent costly construction problems and the adversarial sionals develop their plans based on misinterpretations attitudes which aggravate them to disproportionate of a geotechnical engineering report. To help avoid scale. these problems, the geotechnical engineer should be retained to work with other appropriate design profes- READ RESPONSIBILITY sionals to explain relevant geotechnical findings and to CLAUSES CLOSELY review the adequacy of their plans and specifications relative to geotechnical issues. Because geotechnical engineering is based extensively on judgment and opinion, it is far less exact than other design disciplines.This situation has resulted in wholly unwarranted claims being lodged against geotechnical BORING LOGS SHOULD NOT BE consultants. To help prevent this problem,geotechnical engineers have developed model clauses for use in writ- SEPARATED FROM THE ten transmittals.These are not exculpatory clauses ENGINEERING REPORT designed to foist geotechnical engineers' liabilities onto someone else. Rather, they are definitive clauses which Final boring logs are developed by geotechnical engi- identify where geotechnical engineers responsibilities neers based upon their interpretation of ficId lo;,s begin and end. Their use helps all parties involved rec- (assembled by site personnel)and laboratory evaluation ognize their individual responsibilities and take appro- of field samples.Only final boring logs customarily are priate action. Some of these definitive clauses are likely included in geotechnical engineering reports. These logs to appear in your geotechnical engineering report,and should not under any circumstances be redrawn for inclusion in you are encouraged to read them closely. Your geo- architectural or other design drawings, because drafters technical engineer will be pleased to give full and frank may commit errors or omissions in the transfer process. answers to your questions. Although photographic reproduction eliminates this problem, it does nothing to minimize the possibility of OTHER STEPS YOU CAN TAKE TO contractors misinterpreting the logs during bid prepara- tion. When this occurs, delays,disputes and unantici- REDUCE RISK pated costs are the all-too-frequent result. Your consulting geotechnical engineer will be pleased to To minimize the likelihood of boring log misinterpreta- discuss other techniques which can be employed to mit- tion,give contractors ready access to the complete geotechnical igate risk. In addition, ASFE has developed a variety of engineering report prepared or authorized for their use. materials which may be beneficial.Contact ASFE for a Those who do not provide such access may proceed un- complimentary copy of its publications directory. Pu(tlis/u,t bJ THE ASSOCIATION OF FIRMS A F PRACTICING IN HE G OSCIENCES 8811 Colesville Road/Suite G 106/Silver Spring, Maryland 20910/0011 565-2733 o�an�nA Atec Associates FILE NUMBER 72-01065 Geotechnlcal and Materials Englneen CLIENT Bell South Mobility, Inc. SHEET OF PROJECT Cell Site JAX -JHX Jacksonville, Florida DATE 12-3- -_ COMPUTED BY M.M. CHECKED BY IV 5 0�'p7'pO' E OOOp' 1I I • Y 1 W`0'SETBACK 1 1 OR 1 ,4 _ 1 j 1 o 11 r 11i; Rib Cr 1 I I PE'eG ; TE 5 T 1 1 1, `t-1 { T. s.l —L—7o3'Op'W OODm' 11_9 V 4'.. SITE PLAN SITE AREA: .183 SFT. .1837 ACC RESS A-1 BELLSOUTH MOBILITY 7077 80NNEVAL ROAD SUITE 110 JACKSONVILLE. rLORtDA 37216 ATTN. REAL ESTATE u4NAaFR DRILLING AND SAMPLING SYMBOLS GENERAL NOTES TEST SYMBOLS SYMBOL DEFINITION SYMBOL DEFINITION HSA 3 1/14'I.D. Hollow Stem Auger W Water Content-%of Dry Wt.-ASTM D 2216 _FA 4',6"or 10'Diameter Flight Auger D Dry Density-Pounds Per Cubic Foot HA 2',4"or 6'Hand Auger LL,PL Liquid and Plastic Limit-ASTM 0 43 _DC 2 1/2',4",5"or 6"Steel Drive Casing RC Size A,B,or N Rotary Casing Additional Insertions in Last Column PD Pipe Drill or Cleanout Tube I' CS Continuous Split Barrel Sampling Qu Unconfined Comp.Strength-psf-ASTM D 2166 i{ OM Drilling Mud Pq Penetrometer Reading-Tons/Square Foot .w JW Jetting Water Ts Torvane Reading -Tons/Square Foot SB 2"0. D.Split Barrel Sample G Specific Gravity-ASTM D 854 12 1/2"or 31/2'O.D.Liner Sample SL Shrinkage Limits-ASTM D 427 ;_T 2'of 3"Thin Walled Tube Sample OC Organic Content-Combustion Method TP 3"Thin Walled Tube(Pitcher Sampler) SP Swell Pressure-Tons/Square Fiit _TO 2'or 3"Thin Walled Tube(Osterberg PS Percent Swell Sampler) FS Free Swell-Percent W Wash Sample pH Hydrogen Ion Content, Meter Method B Bag Sample SC Sulfate Content-Parts/Million,same as mg/L P Test Pit Sample CC Chloride Content, Parts/Million,same as mg/L Q BO, NO or PO Wireline System C. One Dimensional Consolidation-ASTM D 2435 X AX, BX,or NX Double Tube Barrel Oc' Triaxial Compression CR Core Recovery-Percent D.S.` Direct Shear-ASTM D 3080 " NSR No Sample Recovered,classification K' Coefficient of Permeability-cm/sec based on action of drilling equipment and/or D' Dispersion Test material noted in drilling fluid or on sampling bit DH' Double Hydrometer-ASTM D 4221 NMR No Measurement Recorded,primarily due MA' Particle Size Analysis ASTM D 422 to presence of drilling or coring fluid. R Laboratory Resistivity,in ohm-cm-ASTM G 57 E' Pressuremeter Deformation Modulus-TSF �► Water Level Symbol PM' Pressuremeter Test VS' Field Vane Shear-ASTM D 2573 IR' Infiltrometer Test-ASTM D 3385 ROD Rock Quality Designation-Percent 'See attached data sheet or graph WATER LEVEL Water levels shown on the boring logs are the levels measured in the borings at the time and under the conditions indicated. In sand,the indicated levels may be considered reliable ground water levels. In clay soil,it may not be possible to determine the ground water level within the normal time required for test borings,except where lenses or layers of more pervious waterbearing soil are present.Even then,an extended period of time may be necessary to reach equilibrium. Therfore,the position of the water level symbol for cohesive or mixed texture soils may not indicate the true level of the groundwater table. Perched water refers to water above an impervious layer,thus impeded in reaching the water table. The availabele water level information is given at the bottom of the log sheet. DESCRIPTIVE TERMINOLOGY DENSITY CONSISSTANCY Lamination Up to 1/2"thick stratum TERM TERM Layer 1/2"to 6"thick stratum NO.OF BLOWS,N 0- 2 VERY SOFT Lens 1/2"to 6"discontioua stratum,pocket 0- 4 VERY LOOSE 2- 4 SOFT Varied Alternating laminations of clay,sift and/or ;ANDS 4- 10 LOOSE SILTS AND 4- 8 FIRM 10-20 FIRM CLAYS 8. 15 STIFF grained rained sand,or COIOfS therof tae. 20-30 VERY FIRM 15-30 VERY STIFF Dry Powdery, no noticeable water 30-60 DENSE 30-50 HARD Moist Below saaturation OVER 50 VERY DENSE OVER 50 VERY HARD Wet Saturated,above liquid limit Waterbearing Pervious soil below water r ` RELATIVE GRAVEL PROPORTIONS RELATIVE SIZES CONDITION TERM RANGE Boulder Over 12" parse Grained Soils A little gravel 2-14% Cobble 3"-12" With gravel 15-49% Gravel "ne Grained Soils Coarse 3/4"-3"Fine #4-3/4 15-29%+No. 200 A little gravel 2-7% 15-29%+No. 200 With gravel 8-29% Sand Coarse #4-#10 1 30%+No.200 A little gravel 2- 14% Medium #10-#40 30%+No.200 With gravel 15-24% Fine #40-#200 300%+No.200 Gravelly 16-490/9 Silt&Clay 4200, Based on Plasticity L ATEC Associates, Inc. 6600-1 Youngerman Cir. Jacksonville,Florida 32244-3745 (904]771-3055,FAX#[904]771-2977 December 3, 1990 0 BellSouth Mobility, Inc. 7077 Bonneval Road Suite 110 Jacksonville, Fl 32216 Attention: Ms. Gretel Hoffman General Manager Real Estate & Construction Region II Reference: Cell Site JAX-JHX, Jacksonville, Florida ATEC Project Number 72-01065 Laboratory Number 3210 Addendum Dear Ms. Hoffman: On December 3, 1990, ATEC Associates, Inc. conducted a double ring infiltrameter test, in accordance with ASTM D-3385, Standard Test Method. The test location was pre-soaked prior to commencing the test run. Results of tests follow: REPORT OF DOUBLE RING INFILTRAMETER TEST Elapsed Quantity of Accumulated Effective Time Water (ml) Intake (ml) Infiltrameter Min Inner Inner Rate (In/Hr) 15 4000 4000 8.63 30 4000 8000 8.63 45 5000 13000 9.35 60 4000 17000 9.17 4" 75 4000 21000 9.06 Ground Water Level: 4.5 feet below grade Technician: F. Stryker, R. Grider ON A Subsidiary of American Testing and Engineering Corporation Consulting Geotechnical,Materials and Offices in Major U.S. Cities/Since 1958 Environmental Engineers BellSouth Mobility, Inc. December 3, 1990 Job No. 72-01065 Page two If you have any further questions, please call (904) 771-3055 or (800) 733-2832. Respectfully submitted, ATEC ASSOCIATES, INC. Mark Mechling, P. E. District Manager MM:pt cc: Slater-Paull and Associates, Atlanta (2) Anderson and Hastings, Denver (1) McFall-Konkel and Kimball, Denver (1) Connelly and Wicker, Inc. (1) ATEC ASSOCIATES, INC. LOG OF BOREHOLE B- 1 6600-1 Youngerman Circte Jacksonville, Florida 32244 (904)771-3055 Page 1 of 2 Client: Bell South Mobility Inc. Client# : 403 Project: Cell Site JAX-JHX Project# • 72-01065 Location: Levy Road, Atlantic Beach, Fl. Boring Method: ASTM D 1586 Hammer Wt./Drop: 140#/3011 Surface Elevation: E.G.L. Datum: - Start Date: 11-30-90 Finish Date: 12-1-90 Field Party: Fred Stryker & R.G. Water Level Encountered: 4.5' Completion: 4.5' After - - SAMPLE DATA Depth DESCRIPTION in From/To Blows for Feet Color, Texture, Consistency, Notes No. (feet) each 6-in N Surface Cover: PALMETTOS 0 1-02 0- .5 2 _ Loose White and Light Brown Very Fine to .5-1.0 2 1 Fine SAND with traces of Root Fragments 1.0-1.5 3 5 _ 1.5-2.0 4 2 1-04 2.0-2.5 4 _ Medium Dense Light Brown Very Fine to Fine 2.5-3.0 4 3 SAND with traces of Root Fragments 3.0-3.5 6 10 _ 3.5-4.0 5 4 1-06 4.0-4.5 4 _ Loose Brown Very Fine -to Ffne SAND with 4.5-5.0 4 5 traces of Root Fragments 5.0-5.5 4 8 _ 5.5-6.0 5 6 1-08 6.0-6.5 6 _ Medium Dense Light Brown Very Fine to Fine 6.5-7.0 6 7 SAND with traces of Root Fragments 7.0-7.5 7 7.5-8.0 8 8 1-10 8.0-8.5 8 ' 8.5-9.0 8 9 9.0-9.5 10 1 _ 9.5-10.0 11 10 11 12� 1-15 13.5-14.0 4 13� 14.0-14.5 6 14.5-15.0 8 14 14 Medium Dense Light Brown Very Fine to Fine 15 16r 17 18 1 -20 18.5-19.0 4 19� 19.0-19.5 6 _ 19.5-20.0 7 13 20 21 22- ATEC ASSOCIATES, INC. LOG OF BOREHOLE B-1 6600-1 Toungerman Circle ,Jacksonville, Florida ° (904)771-3055 Page 2 of 2 Client: Bell South Mobility Inc. _ Client#: 403 Project: Cell Site JAX -JHX, Levy Road, Atlantic Beach, Fl. Project#: 72-01065 SAMPLE DATA Depth DESCRIPTION in From/To Blows for Feet No. (feet) each 6-in N Color, Texture, Consistency, Notes 22 SEE FIRST PAGE 23� 1-25 23.5-24.0 3 24 24.0-24.5 4 g Loose Light Brown Very Fine to Fine SAND 24.5-25.0 5 25 26 27� 28 Loose Light Grey and Brown (mixed) Very Fin 1-30 28.5-29.0 4 29 to Fine SAND 29.0-29.5 4 9 29.5-30.0 5 30 31r 32 33! " r Loose Light Grey Very Fine Grain Clayey SAN 1-35 33.5-34.0 2 .34 34.0-34.5 2 4 34.5-25.0 2 35 36 37— — —Change-- _ _ — -rApp'rox. Strata Change - Auger penetration 38 1-40 38.5-39.0 4 39— Medium Dense Light Grey Fine SAND 39.0-39.5 6 14 39.5-40.0 8 40 41 E.O.B. 40.0' 42 43^ 44 45 EH- 46 ATEC ASSOCIATES, INC. LOG OF BOREHOLE B-2 ' 6600-1 Youngerman Circle Jacksonville, Florida 32244 (904)771-3055 Page 1 of 2 Client: Bell South Mobility Inc. Client# : 403 Proj ect: Cell Site JAX-JHX Project# : 72-01065 Location: Levy Road, Atlantic Beach, F1. Boring Method. ASTM D 1586 Hammer Wt./Drop: 140;'6!30" Surface Elevation: E.G.L. Datum: - Start Date: 11-30-90 Finish Date: 12-1-90 Field Party: Fred Stryker.,& R.G. Water Level Encountered: 4.6' Completion: 4.6' After - - SAMPLE DATA Depth DESCRIPTION in VP From/To Blows for Feet Color, Texture, Consistency, Notes No. (feet) each 6-in N Surface Cover: PALMETTOS 0 2-02 0- .5 3 _ Loose Wh to and Light Brown Very Fine to .5-1.0 3 1 Fine SAND with traces of Roots 1.0-1.5 4 7 1.5-2.0 5 2! 2-04 2.0-2.5 4 - Medium Dense Dark Brown Very Fine to Fine 2.5-3.0 5 3 SAND with traces of Root Fragments _ 3.0-3.5 8 13 _ 3.5-4.0 8 4 2-06 4.0-4.5 6 _ Loose Brown Very Fine to Fine SAND with 4.5-5.0 4 5 traces of Root Fragments 5.0-5.5 4 8 _ 5.5-6.0 4 6 2-os 6.0-6.5 2 _ Medium Dense Dark Brown Fine to Very Fine 6.5-7.0 4 7 SAND with traces of Root Fragments 7.0-7.5 6 10 _ 7.5-8.0 9 8 2-10 8.0-8.5 5 8.5-9.0 7 9� 9.0-9.5 10 17 _ 9.5-10.0 12 10 11 12 2-15 13.5-14.0 3 13! 14.0-14.5 4 14.5-15.0 6 10 14 _ Medium Dense Light Brown Very Fine to Fine 15 SAND 16 17� 18! 2-20 18.5-19.0 3 19 19.0-19.5 4 Loose Light Brown Very Fine to Fine SAND 19.5-20.0 5 9 2 0! 21 22 r ATEC ASSOCIATES, INC. LOG OF BOREHOLE B-2 6600-1 Youngerman Circie Jacksonville, Florida (904)771-3055 Page 2 of 2 Client: Bell South nobility Inc. Client# : 403 Project: Cell Site JAX -JHX, Levy _Road, Atlantic Beach, Fl. Project# : 72-01065 SAMPLE DATA Depth DESCRIPTION in From/To Blows for Feet No. (feet) each 6-in N Color, Texture, Consistency, Notes 22 SEE FIRST PAGE 23— 2-25 23.5-24.0 2 24 Loose Light Brown Very Fine to Fine SAND 24.0-24.5 4 9 _ 24.5-25.0 5 25 26 27 28 728 2-30 28.5-29.0 3 29 29.0-29.5 929.0-29.5 3 9 Loose light Grey Fine Grain Clayey SAND 29.5-30.0 6 30 31 32 33 2-35 33.5-34.0 2 34 11 11 11 34.0-34.5 3 5 34.5-25.0 2 35 36 536 .37 38 2-40 38.5-39.0 4 39 Medium Dense Light Grey Very Fine to Fine 39.0-39.5 7 17 SAND 39.5-40.0 10 40- 41 0-41E.O.B. 40.0' 42^ 43 44 45 ' 46 ATEC ASSOCIATES, INC. LOG OF BOREHOLE B-3 6600-1 Youngerman Circle Jacksonville, Florida 32244 (904)771-3055 Page 1 Of 2 Client: Bell South Mobility Inc. Client# • 403 Proj ect: Cell Site JAX-JHX Project#: 72-01065 Location: Levy Road, Atlantic Beach, Fl. Boring Method: ASTM D 1586 Hammer Wt./Drop: 1400 /30" Surface Elevation: E.G.L. Datum: - Start Date: 11-30-90 Finish Date: 12-1-90 Field Party: Fred Stryker & R G " Water Level Encountered: 4.7' Completion: 4.7' After - - SAMPLE DATA Depth DESCRIPTION in From/To Blows for Feet Color, Texture, Consistency, Notes No. (feet) each 6-in N Surface Cover: 0 3-02 0- .5 2 Loose Light Brown and White Very Fine to .5-1.0 3 1r Fine SAND 1.0-1.5 3 6 _ 1.5-2.0 4 2 3-04 2.0-2.5 4 Medium Dense Brown Very Fine to AND ND. 2.5-3.0 6 3- with traces of Root Fragments. _3.0-3.5 5 11 _ 3.5-4.0 5 4 3-06 4.0-4.5 5 _ 4.5-5.0 4 5 *" 5.0-5.5 4 8 Loose Brown Very Fine to Fine SAND with 5.5-6.0 4 6+ traces of Root Fragments 3-o8 6.0-6.5 4 Medium Dense Brown Very Fine to Fine SAND „ 6.5-7.0 7 '7� with traces of Root Fragments 7.0-7.5 9 16 _ 7.5-8.0 10 8 3-10 8.0-8.5 6 _ 8.5-9.0 8 9 9.0-9.5 10 18 _ 9.5-10.0 8 10 11� 12 3-15 13.5-14.0 7 13 14.0-14.5 13 - Medium Dense Brown to Dark Brown Very Fine 14.5-15.0 11 24 14 to Fine SAND 15` 16 17 18 3-20 18.5-19.0 4 19 Medium Dense Light Brown Very Fine SAND 19.0-19.5 5 19.5-20.0 5 10 20 21 22` ATEC ASSOCIATES, INC. LOG OF BOREHOLE B-3 6600-1 Youngerman Circle Jacksonville, Florida (904)771-3055 Page 2 of 2 Client: Bell South Mobility Inc. Client#: 403 Project: Cell Site JAX -JHX, Levy Road, Atlantic Beach, F1. Project#: 72-01065 SAMPLE DATA Depth DESCRIPTION in From/To Blows for Feet No. (feet) each 6-in N Color, Texture, Consistency, Notes 22 _ SEE FIRST PAGE 23 3 -25 23.5-24.0 4 24 24.0-24.5 4 —� Loose Light Brown Very Fine SAND j 24.5-25.0 5 25 26 27— 28 3 -30 28.5-29.0 4 29r 29.0-29.5 4 4 _ 29.5-30.0 7 30 _ (Changes at 29.8' ) 31 32 33 3 -35 33.5-34.0 3 34 34.0-34.5 2 5 Loose Grey Clayey Very Fine Grain SAND 34.5-25.0 3 35 36 37 38! 3 -40 38.5-39.0 7 39 Medium Dense Light Grey Fine SAND 39.0-39.5 10 21 _ 39.5-40.0 11 40 41— E.O.B. 40.0' 42 43 44� 45 46 ATEC ASSOCIATES , INC. LOG OF BOREHOLE B- 4 6600-1 Youngerman Circle ,Jacksonville, Florida 32244 (904)771-3055 Page 1 of 2 Client: Bell South Mobility Inc. Client# • 403 Proj ect: Cell Site JAX-JHX Project# • 72-01065 Location: Levy Road, Atlantic Beach, F1. Boring Method: ASTM D 1586 Hammer Wt./Drop: 1404 /30" Surface Elevation: E.G.L. Datum: - Start Date: 11-30-90 Finish Date: 12-1-90 Field Party: Fred Stryker & R.G. Water Level Encountered: 4.5' Completion: 4.5' After - - SAMPLE DATA Depth DESCRIPTION in From/To Blows for Feet Color, Texture, Consistency, Notes No. (feet) each 6-in N Surface Cover: 0 4-02 0- .5 2 _ Loose White and Light Brown Very Fine to .5-1.0 3 1 Fine SAND 1.0-1.5 4 7 1.5-2.0 5 2- 4-04 2.0-2.5 5 2.5-3.0 4 3 3.0-3.5 4 8 _ 3.5-4.0 5 4 Loose Dark Brown Very Fine SAND with traces 4-06 4.0-4.5 4.5-5.0 3 5- of Root Fragments 5.0-5.5 4 7 _ 5.5-6.0 5 6 4-08 6.0-6.5 4 Medium Dense Brown Fine SAND with traces o 6.5-7.0 6 7- Root- Fragments 7.0-7.5 8 14 7.5-8.0 11 8- 4-10 8.0-8.5 8 _ Medium Dense Dark Brown Fine SAND 8.5-9.0 12 9- 9.0-9.5 15 27 9.5-10.0 18 10- 11 12 4-15 13.5-14.0 6 13- 14.0-14.5 3 6 _ 14.5-15.0 3 14 Loose Brown Fine SAND 15 16 17 18 4-20 18.5-19.0 2 19- Loose Light Brown Very Fine SAND 19.0-19.5 3 _ 19.5-20.0 3 6 20 - E.O.B. 20.0' 21 22 ATEC Associates, Inc. 7 6600-1 Youngerman Cir. Jacksonville,Florida 32244-3745 [904]771-3055,FAX#[904]771-2977 December 10, 1990 BellSouth Mobility, Inc. 7077 Bonneval Road Suite 110 Jacksonville, Florida 32216 Attention: Ms. Gretel Hoffman General Manager Real Estate & Construction Region II Subject: Subsurface Investigation and Geotechnical Engineering Evaluation BELLSOUTH MOBILITY Cell Site: JAC-DM, JACKSONVILLE, FLORIDA ATEC Project Number: 72-01065 Laboratory Number: 3237 Dear Ms. Hoffman: ATEC Associates, Inc. has completed the authorized subsurface investigation and geotechnical engineering evaluation for the proposed BELLSOUTH MOBILITY Cell Site JAC-DM in Jacksonville, Florida. The attached report discusses our investigative procedures, describes existing site and subsurface conditions, and presents our evaluations, conclusions and recommendations. Briefly, our recommendations are as follows: 1. The cell building may be supported on a conventional shallow spread foundation system designed for a maximum allowable bearing pressure of 2500 pounds per square foot (psf) and bearing in properly compacted fill or clean existing soils after removal of organics and proper soil densification. A Subsidiary of American Testing and Engineering Corporation Consulting Geotechnical,Materials and Offices in Major U.S. Cities/Since 1958 Environmental Engineers BellSouth Mobility, Inc. December 10, 1990 Job No. 72-01065 Page two 2. The self-supported tower structure may be supported on a shallow foundation bearing in clean, natural or fill soils using a maximum allowable bearing ' pressure of 2500 psf at a minimum depth of 3' below existing elevation on the south side of the tower site, or approximately 6' below existing on the north side of the tower site (approximate elevation 17'). 3. Water was encountered at a depth of approximately 6 feet below the north end of the tower site (approximate elevation 17'). We appreciate the opportunity to work with you on this project and are prepared to assist you with the recommended inspection services during the construction phase. If you have any questions regarding this report or if we may be of further service, please contact us. Sincerely, ATEC ASSOCIATE , INC. G Mark Mechling, P.E. District Manager MM/csd cc: BELLSOUTH MOBILITY, INC. (2) Ms. Gretel Hoffman Anderson - Hastings (1) Mr. George Johnson ? " Slater - Paull and Associates (2) Mr. Bruce Lott McFall - Korkel & Kimball (1) TABLE OF CONTENTS Paize INTRODUCTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 Project Information Purpose of Investigation Scope of Investigation INVESTIGATIVE PROCEDURES . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 Soil Test Borings Soil Resistivity Soil Infiltration Rate SITE AND SUBSURFACE CONDITIONS . . . . . . . . . . . . . . . . . . . . . 4 Site Description Area and Site Geology Subsurface Conditions PROPOSED CONSTRUCTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 DESIGN RECOMMENDATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 General Foundations Grade Slabs Parking and Driveways CONSTRUCTION RECOMMENDATIONS . . . . . . . . . . . . . . . . . . . . 9 Site and Subgrade Preparation Structural Fill Foundation Installation Groundwater Control Crushed Stone Base Construction QUALIFICATION OF RECOMMENDATIONS . . . . . . . . . . . . . . . . 11 APPENDIX . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Attached ASFE Information About Geotechnical Reports Boring Location Plan Key to Classification and Symbols Report of Double Ring Infiltrameter Test Test Boring Records BellSouth Mobility, Inc. December 10, 1990 Job No. 72-01065 Page one INTRODUCTION Project Information Construction of a 190-foot high self-supported steel lattice tower and a single-story switchgear building is proposed for the Jacksonville Florida, Cell Site JAC-DM. Purpose of Investigation The primary objective of this investigation was to determine the subsurface conditions within the area of proposed construction and to analyze these conditions as they relate to foundation design and construction. Scope of Investigation This study included a visual site reconnaissance, soil test, boring and sampling, double ring infiltrameter test and evaluation of the field data and the preparation of this report. Specifically, this report includes the following: 1. A brief review of our testing procedures and the results of all the testing conducted in this project 2. A review of the subsurface soil stratigraphy with individual soil test boring records 3. Recommendations for tower, building and floor slab foundation support, including bearing capabilities 4. Construction recommendations for site preparation, earthwork, foundation construction and quality control 5. Discussions of other potential design and/or construction problems as indicated by the investigation BellSouth Mobility, Inc. December 10, 1990 Job No. 72-01065 Page two INVESTIGATIVE PROCEDURES Soil Test Borings During this investigation, five (5) soil test borings (designated B-1 through B-5)were drilled at the approximate locations shown on the attached Boring Location Plan. The borings were drilled to depths varying from 10 to 45 feet below the existing ground surface. Boring locations were established in the field by an ATEC Engineer by measuring distances and estimating right angles from existing site features. Boring elevations were referenced to the existing surfaces. Since these measurements are not precise, the locations shown on the Boring Location Plan and the elevations on the Test Boring Records should be considered approximate. All soil sampling and standard penetration testing were in general accordance with ASTM Standard D 1586. The borings were advanced by mechanically twisting hollow-stem augers into the soil. At regular intervals, soil samples were obtained with a standard 1.4-inch I.D., 2-inch O.D., split barrel sampler. The sampler was first seated 6 inches to penetrate loose cuttings and then driven an additional foot with blows of a 140-pound hammer falling 30 inches. The number of blows required to drive the sampler the final foot was recorded and is designated the "standard penetration resistance". Penetration resistance, when properly evaluated, is an index of the soil's strength, density and foundation support capability. Groundwater levels were measured in the boreholes at the completion of drilling. Representative portions of the soil samples obtained with the split-barrel sampler were sealed in glass jars and transported to our laboratory. In the laboratory, they were examined by a geotechnical engineer. The soil descriptions and classifications are based on visual examination and should be considered approximate. Test Boring Records which graphically depict soil descriptions, penetration resistances, and observed groundwater levels, are included in the report Appendix. The groundwater levels represent measurements made at the time of drilling. Occasionally, boreholes will collapse preventing water level measurements. For these, the cave-in depth is measured and reported on the boring records. BellSouth Mobility, Inc. December 10, 1990 Job No. 72-01065 Page three lip Soil Resistivitv The soil resistivity tests were incomplete at the time of this report. A report of these test results will follow upon completion of testing. Soil Infiltration Rate A field measurement of the infiltration rate of the soils was conducted using the double-ring infiltrameter method. Test results can be found in the appendix. BellSouth Mobility, Inc. December 10, 1990 Job No. 72-01065 Page four SITE AND SUBSURFACE CONDITIONS Site Description The site is located north of Baymeadows Road,just west of Phillips Highway in Jacksonville. The site is fairly level with the exception of a slope of approximately 3 feet in height on the south end of the tower site. It appears that the planned tower location may span this slope. The surface was brush covered and wooded. At the time of our exploration, surface drainage appeared to be good,with drainage toward ' the retention pond on the north side of the site. The surface of the site was firm, and the drilling equipment experienced no difficulty moving about the site. Area and Site Geology The site is in the Coastal Plain Physiographic Province. Coastal Plain soils consist of ancient marine deposits composed primarily of interbedded limestones, gravels, sands, silts, and clays. Below the surface deposits is the Miocene Hawthorne Formation of interbedded sand, limestone, dolomite, and clay. Underneath the Hawthorne Formation is the Eocene Ocala Group, which is comprised of limestones and dolomitic limestones. Subsurface Conditions Data from the soil test borings are shown on the Test Boring Records in the Appendix. The subsurface conditions discussed in the following paragraphs and those shown on the Test Boring Records represent an estimate of the subsurface conditions based on interpretation of the boring data using normally accepted geotechnical engineering judgments. Although " individual test borings are representative of the subsurface conditions at the boring locations on the dates shown, they are not necessarily indicative of subsurface conditions at other locations or at other times. The surface is covered with palmetto's and lightly wooded. Below the ground surface, the borings encountered surficial organics (topsoil), sand and clayey sand. These strata are discussed in the following paragraphs. BellSouth Mobility, Inc. December 10, 1990 Job No. 72-01065 Page five Topsoil: Topsoil is a dark-colored surficial material with a high organic content and is generally unsuitable for structural support. The borings encountered topsoil thicknesses of up to 12 inches. Some variation in topsoil thickness should be anticipated during site stripping operations. Fine Sands: Loose-to-dense fine grey, brown, and gold sands and clayey sands were encountered from below the surficial organics to a depth of approximately 45 feet. Groundwater: Groundwater was encountered at 4.1 to 6.5 feet below the existing grade at the time of our investigation. (Approximate elevation 17') Noting that the water table in this area will fluctuate in response to regional and local variations of VO precipitation, the water table shown on our logs should be used for general information only. BellSouth Mobility, Inc. December 10, 1990 Job No. 72-01065 Page six PROPOSED CONSTRUCTION Our understanding of this project is based on information provided by Mr. George Johnson of Anderson and Hastings and our experience with similar BellSouth projects. The proposed construction will include erection of a 190-foot self-supporting lattice tower and a one-story switchgear building with an entrance driveway. The building will be a single-story prefabricated concrete structure. For purposes of this report, we have assumed maximum column loads of 50 kips and maximum wall loads of 2 " kips per linear foot. The finished floor elevation of the building has not been provided; however, based on previous project experience, we anticipate minimum cuts and fills. The tower will be a 190-foot high, self-supporting lattice tower. The type of foundation has been established as a mat foundation for the purposes of this investigation. Unfactored loading conditions used to analyze possible support area: overturning moment - 7,800 kip ft. compressive load, per leg - 350 kips uplift force, per leg - 320 kips Maximum shear - 65 kips Base spread - 28 ft. A* BellSouth Mobility, Inc. December 10, 1990 Job No. 72-01065 Page seven DESIGN RECOMMENDATIONS The following recommendations are based on the available project information, the data obtained from the subsurface investigation and our experience with similar site and subsurface conditions. If the structural information as previously outlined is incorrect or loading conditions are changed appreciably, we should be notified so that we may review our recommendations in light of such changes and provide an analysis of the revised conditions, if required. General The following soil related design parameters are recommended for this project. The parameters are based on our experience with similar soil conditions and are not based on quantitative laboratory testing. Angle of Cohesion Internal Friction Bulk Density (max dry) Material c in s (o) In Degrees in pcf Fine Sands 0 30 110 For design purposes, we recommend that the angle of foundation pullout resistance be calculated using the appropriate angle of internal friction listed above and the following equation: Pullout angle " with respect = 45 + 0/2 to horizontal Foundations Cell Building: We recommend that the cell building be supported on a conventional shallow spread foundation system, with a maximum uniform allowable bearing pressure of 2500 psf for foundations bearing in residual soils or on a structural fill placed in accordance with subsequent recommendations. Minimum lateral dimensions of 18 and 24 inches are recommended for continuous wall and column foundations, respectively, for ease of construction and to avoid the possibility of a localized shear failure. Minimum embedment depths, as specified by local codes and building practice, are recommended. Based on regional codes, the minimum embedment depth should be 12 inches. BellSouth Mobility, Inc. December 10, 1990 Job No. 72-01065 Page eight Tower - Self-supporting lattice tower We have analyzed and presented a shallow foundation alternative for the tower. The tower may be supported on a mat-type shallow spread foundation bearing on sand at a minimum depth of 3 feet below the south end of the tower site (approximate elevation 17', this is approximately 6 feet below existing on the north end of the tower site.). The mat foundation should be designed for a maximum allowable bearing pressure of 2500 psf. Grade Slabs Grade Slabs may be soil-supported subject to thg recommendations of this report. Construction joints should be used to isolate grade slabs from load-bearing walls or column footings to allow impermeable membrane vapor barrier be used beneath grade slabs to minimize the effects of ground moisture. Parking and Driveways We understand that the parking and drive areas will be surfaced with crushed stone base. A minimum crushed stone thickness of 6 inches is recommended.A paving section consisting only of crushed stone base should be considered a high maintenance section. Regular care and maintenance is considered essential to the longevity and use of the section. Site grades should be maintained in such a manner as to allow for adequate runoff of water. Any potholes, depressions or excessive rutting which may develop should be repaired as soon as possible to minimize the damage to the soil subgrade. 0" BellSouth Mobility, Inc. December 10, 1990 Job No. 72-01065 Page nine CONSTRUCTION RECOMMENDATIONS Site and Subgrade Preparation Prior to proceeding with construction operations, all debris and any non-soil materials should be stripped from the proposed construction areas and wasted off-site. After stripping and clearing, areas intended to support floor slabs, pavements, new fill, and foundations should be carefully inspected by a qualified geotechnical engineer. If groundwater is encountered in the excavation, the water will need to be pulled down at least 1' below the bottom of the footing excavation before compaction takes place. At that time, the engineer may require proofrolling of the subgrades with a 20 to 30-ton loaded truck or other pneumatic-tired vehicle of similar size and weight. Proofrolling is performed to locate soft, weak or excessively wet soils present at the time of construction. Unsuitable material observed during the inspection and proofrolling should be undercut and replaced with compacted fill or stabilized in-place with conventional remedial measures. Structural Fill Fill should be clean, coarse grained (less than 10% fines) inorganic soil free of deleterious materials and rock fragments larger than 3 inches in diameter. Fill should be placed in thin lifts (6 to 8 inches loose measure) and compacted to 95% of the modified Proctor maximum dry density as defined by ASTM D 1557. The soil in cut areas intended to support floor slabs, footings and pavements should be recompacted to at least 95% maximum dry density. In confined areas such as utility trenches and backfill over foundations, portable compaction equipment and thin lifts of 3 to 4 inches may be required to achieve compaction. During fill placement, density tests should be performed by a qualified soils engineering technician to verify that the required compaction is met. 0^ BellSouth Mobility, Inc. December 10, 1990 Job No. 72-01065 Page ten Structural Fill (cont) Based on our visual examination of the soil samples, we anticipate that the soils on this site will generally be suitable for use as structural fill. It appears that the tower foundation bottom may be at the groundwater table. Foundation Installation Shallow Foundations: Detailed footing inspections should be performed in each footing excavation. The inspections should be performed by an experienced geotechnical engineer, who will verify that the exposed materials are similar to those encountered by the borings and are capable of supporting the design bearing pressures. Groundwater Control If foundation excavations extend to the groundwater table, dewatering will be required. In general,pumps will provide adequate dewatering for foundation excavations that extend only a few feet below the water table. Open excavations more than a few feet below the groundwater table may require a more positive means of dewatering such as deep wells or well points. The extent and nature of any dewatering required during construction will be dependent on the actual groundwater conditions at the time of construction and the effectiveness of construction drainage to prevent runoff into open excavations. Crushed Stone Based Construction The compaction and quality of crushed stone base will directly affect the quality and life of the parking and driveway areas. Consequently, we recommend a minimum compaction of 100% of the maximum dry density for the base materials, as determined by the modified Proctor compaction test (ASTM D 1557, Method D). We recommend that a qualified soils engineering technician observe placement and compaction of the base course and perform density tests to confirm that the material has been compacted to the specified density. The quality and gradation of the crushed stone material should be in accordance with applicable specifications of the Department of Transportation. BellSouth Mobility, Inc. December 10, 1990 Job No. 72-01065 Page eleven QUALIFICATIONS OF RECOMMENDATIONS Our evaluation of foundation design and construction conditions has been based on an understanding of the site and project information and the data obtained during our field investigation. The general subsurface conditions utilized have been based on interpolation of the subsurface data between the borings. Regardless of the thoroughness of a subsurface investigation, there is always the possibility that conditions between borings will be different from those at the boring locations, that conditions are not as anticipated by the designers, or that the construction process has altered the soil conditions. Therefore, experienced geotechnical engineers should inspect the earthwork and foundation construction to verify that the conditions anticipated in design actually exist. Otherwise, we assume no responsibility for construction compliance with the design concepts, specifications or recommendations. The design recommendations presented in this report have been developed on the basis of the previously described project characteristics and subsurface conditions. If there is any change in these project criteria, including project location on the site, a review should be made by this office to determine if any modifications in the recommendations will be required. The findings of such a review should be presented in a supplemental report. The nature and extent of variations between the borings may not become evident until the course of constructions. If variations then appear evident, it will be necessary for reevaluation of the recommendations of this report to be made after performing on site observations during the construction period and noting the characteristics of any variation. Our professional services have been performed, our findings obtained, and our recommendations prepared in accordance with generally accepted geotechnical engineering principles and practices. This warranty is in lieu of all other warranties either expressed or implied. This company is not responsible for the conclusions, opinions, nor recommendations made by others based on this data. Atec Associates FILENUMBER 72-01065 Geotechnlcaland Materials Engineers CLIENT Bell South Mobility, Inc. SHEET OF PROJECT Tower Site JAC- DM DATE 12-10-90 COMPUTED BY M.M. CHECKED BY _ — tti 64'0_70'E —664.4P T719P I W I I � I 64'B'VrW- 116 4— 1 v SEPTiG DRAPPELD /POASPNALT _ RETMnT101' PONDL A51 PAI.T IA L - - -- -- -- 1 5 64'17'10'W 1316M Q /{ /c� OOryORETE CO tPZ-E WALK $5/ Q 5 64 D'10'W 17932' { - I 1 I Y2'-0'WDM AGGF�S ROAD }� 1W1 6'6R11 ACC STOVE:CY A w 35'- � �I W 350'V401-4GGE55 EAST?-EM M N64'D'13'E d4Mi►., I N 6700' 01'E-STORT M450YRT WARELIOIFiE Af0 SHOWROOM u SWPDAL. -POWEL L WWOLESA.I-E FLJRIYTLRE Fa1 2/A-1 FOR ENLARGED VEW ,amTEs !, { �FL.ORMA EAST COA5T RA-WAT 5 6 15 b 6700' t-cs� POWER _ 5 64''n'YT W 626.49' lISI/ 3 LOCATION MAP SUBJECT PROPERTY AREA:261,360 SO. FT. 1 6.00 ACRES PROPERTY OWNER; SWINDAL- POWELL COMPANY P,O. BOX 24428 7 iO PHILLIPS HIGHWAY NORTH JACKSONVILLE, FLORDIA 32241 ` GENERAL NOTES DRILLING AND SAMPLING SYMBOLS TEST SYMBOLS SYMBOL DEFINITION SYMBOL DEFINITION HSA 3 1114'I.D. Hollow Stem Auger W Water Content-%of Dry Wt.-ASTM D 2216 FA 4',6"or 10"Diameter Flight Auger D Dry Density-Pounds Per Cubic Foot HA 2',4"or 6"Hand Auger LL, PL Liquid and Plastic Limit-ASTM D 43 =DC 21/2',4",5'or 6"Steel Drive Casing RC Size A, B,or N Rotary Casing Additional Insertions in Last Column PD Pipe Drill or Cleanout Tube CS Continuous Split Barrel Sampling Ou Unconfined Comp.Strength-pst-ASTM D 2166 DM Drilling Mud Pq Penetrometer Reading-Tons/Square Foot JW Jetting Water Ts Torvane Reading -Tons/Square Foot SB 2"O. D.Split Barrel Sample G Specific Gravity-ASTM D 854 _L 2 1/2"or 3112'O.D.Liner Sample SL Shrinkage Limits-ASTM D 427 _T 2"of 3'Thin Walled Tube Sample OC Organic Content-Combustion Method 3TP 3"Thin Walled Tube(Pitcher Sampler) SP Swell Pressure-Tons/Square Fiit TO 2'or 3'Thin Walled Tube(Osterberg PS Percent Swell Sampler) FS Free Swell-Percent W Wash Sample pH Hydrogen Ion Content, Meter Method B Bag Sample SC Sulfate Content-Parts/Million, same as mg/L P Test Pit Sample CC Chloride Content, Parts/Million,same as mg/L O BO,NO or PO Wireline System C. One Dimensional Consolidation-ASTM D 2435 X AX, BX,or NX Double Tube Barrel Oc' Triaxial Compression CR Core Recovery-Percent D.S.' Direct Shear-ASTM D 3080 NSR No Sample Recovered,classification K' Coefficient of Permeability-cm/sec based on action of drilling equipment and/or D' Dispersion Test material noted in drilling fluid or on sampling bit DH' Double Hydrometer-ASTM D 4221 NMR No Measurement Recorded, primarily due MA' Particle Size Analysis ASTM D 422 to presence of drilling or coring fluid. R Laboratory Resistivity, in ohm-cm-ASTM G 57 E' Pressuremeter Deformation Modulus-TSF V Water Level Symbol PM' Pressuremeter Test I VS' Field Vane Shear-ASTM D 2573 IR' Infiltrometer Test-ASTM D 3385 ROD Rock Quality Designation-Percent 'See attached data sheet or graph WATER LEVEL Water levels shown on the boring logs are the levels measured in the borings at the time and under the conditions indicated. In sand,the indicated levels may be considered reliable ground water levels. In clay soil,it may not be possible to determine the ground water level within the normal time required for test borings,except where lenses or layers of more pervious waterbearing soil are present.Even then,an extended period of time may be necessary to reach equilibrium. Thertore,the position of the water level symbol for cohesive or mixed texture soils may not indicate the true level of the ground water table. Perched water refers to water above an impervious layer,thus impeded in reaching the water table. The availabele water level information is given at the bottom of the log sheet. DESCRIPTIVE TERMINOLOGY DENSITY CONSISSTANCY Lamination Up to 1/2"thick stratum ` TERM TERM Layer 1/2"to 6"thick stratum NO.OF BLOWS,N 0- 2 VERY SOFT Lens 1/2"to 6"discontioua stratum,pocket 0- 4 VERY LOOSE 2- 4 SOFT Varied Alternating laminations of clay,silt and/or ANDS 4- 10 LOOSE SILTS AND 4- 8 FIRM fine grained sand,or colors therof 10.20 FIRM CLAYS 8- 15 STIFF 20-30 VERY FIRM 15-30 VERY STIFF Dry Powdery, no noticeable water 30-50 DENSE 30-50 HARD Moist Below saaturation OVER 50 VERY DENSE OVER So VERY HARD Wet Saturated,above liquid limit Waterbearing Pervious soil below water RELATIVE GRAVEL PROPORTIONS RELATIVE SIZES CONDITION TERM RANGE Boulder Over 12" )arse Grained Soils A little gravel 2-14% Cobble 3"-12" With gravel 15-49% Gravel Coarse 3/4"-3" ane Grained Soils Fine #4-3/4 15-29%+No.200 A little gravel 2-7% Sand 15-29%+No.200 With gravel 8-29% Coarse #4-#10 300/6+No.200 A little gravel 2- 14% Medium #10-#40 100 300/6+No.200 With gravel 15-24% Fine #40-#200 301/6+No.200 Gravelly 16-49% Silt&Clay 4200, Based on Plasticity ATEC Associates, Inc. 6600-1 Youngerman Cir. Jacksonville,Florida 32244-3745 [904]771-3055,FAX#(9041771-2977 December 10, 1990 BellSouth Mobility, Inc. 7077 Bonneval Road Suite 110 Jacksonville, Fl 32216 Attention: Ms. Gretel Hoffman General Manager Real Estate & Construction Region II Reference: Cell Site JAC-DM, Jacksonville, Florida ATEC Project Number 72-01065 Laboratory Number 3237 Addendum Dear Ms. Hoffman: On December 7, 1990, ATEC Associates, Inc. conducted a double ring infiltrameter test, in accordance with ASTM D-3385, Standard Test Method. The test location was pre-soaked prior to commencing the test run. Results of tests follow: REPORT OF DOUBLE RING INFILTRAMETER TEST Elapsed Quantity of Accumulated Effective Time Water (ml) Intake (ml) Infiltrameter (Minutes) Inner Inner Rate (InJHr) 15 5000 5000 10.78 30 5000 10000 10.78 45 4800 14800 10.64 60 5000 19800 10.67 75 4500 24300 10.49 Ground Water Level: 6.0 feet below grade Technician: F. Stryker, R. Grider A Subsidiary of American Testing and Engineering Corporation Consulting Geotechnical,Materials and Offices in Major U.S. Cities/Since 1958 Environmental Engineers BellSouth Mobility, Inc. December 10, 1990 Job No. 72-01065 Page two If you have any further questions, please call (904) 771-3055 or (800) 733-2832. Respectfully submitted, ATEC ASSOCIATES, INC. 6 Mark Mechling, P. E. District Manager MM:pt cc: Slater-Paull and Associates, Atlanta (2) Anderson and Hastings, Denver (1) McFall-Konkel and Kimball, Denver (1) '" Connelly and Wicker, Inc. (1) LOG OF BOREHOLE B-1 ATEC ASSOCIATES, INC. 6600-1 Youngerman circle Jacksonville, Florida 32244 (904)771-3055 Page 1 of 2 Client: Bell South Mobility, Inc. Client# : 403 pro ect#• 72-01065 Proj ect: JAC - DM 7 Location: Phillips Huy. North of Ra Paan we Road Boring Method: ASTM D 1586 Hammer Wt./Drop: 140#/30 Surface Elevation: Existing Datum: - Start Date: 12-6-90 Finish Date: 12-7-90 Field Party: F.S. & B.H. Water Level Encountered: 6.2' Completion: 6.2' After - - SAMPLE DATA Depth DESCRIPTION in From/To Blows for Feet Color, Texture, Consistency, Notes No. (feet) each 6-in N Surface Cover: 0 1-02 .0-.5 2 Loose Light Brown to Brown Fine to Medium .5-1.0 3 8 1+ SAND 1.0-1.5 5 _ Medium -Dense Light Brown Fine SAND 1. 5-2.0 5 2 1-04 2.0-2.5 5 2. 5-3.0 7 15 3 3.0-3.5 _8 3.5-4.0 9 4 1-06 4.0-4.5 8 4.5-5.0 7 5! 5.0-5.5 9 16 55.5-6.0 10 6^ 1-08 .0-6.5 9 Medium -Dense Light Brown Clayey Fine " 6.5-7.0 10 7� 7.0-7.5 12 22 7.5-8.0 13 8r 1-10 8.0-8.5 9Me ium Dense Orangii Light Brown Slightly 8.5-9.0 12 g Clayey Fine SAND 9.0-9.5 11 23 _ 9. 5-10.0 12 10 11 12 13 1-15 13.5-14.0 1 14 14.0-14.5 2 5 Loose Light Brown Fine SAND 1 14.5-15.0 3 15 16 I17 18 1-20 18.5-19.0 11 19 19.0-19.5 11 25 Medium - Dense Light Brown Fine SAND { 19.5-20.0 14 20 21 22 ATEC ASSOCIATES, INC. LOG OF BOREHOLE B-1 6600-1 Youngerman Circle lacksonvilte, Florida ;904)771-3055 Page 2 of 2 �. Client: Bell South Mobility, Inc. Client#: 403 ?roj ect• JAC - DM Project#: 72-01065 SAMPLE DATA Depth DESCRIPTION in From/To Blows for Feet No. (feet) each 6-in N Color, Texture, Consistency, Notes 22 23 1-25 23.5-24.0 6 24 24.0-24.5 7 16 _ Medium Dense Gold - Brown Fine SAND 24.5-25.0 9 25 26 27� 28 1-30 28.5-29.0 5 29 29.0-29.5 10 20 _ 29.5-30.0 10 30 II 31 32� Ii 33! 33.5-34.0 7 34^ 3.4.0-34.5 8 16 - 34.5-35.0 8 35 "II 36- 37 637 . l� 38r 1-40 38.5-39.0 10 39r 39.0-39.5 7 Medium Dense to Loose Grey Very Fine to Fin 39.5-40.0 5 12 40 SAND 1 41^ II 42- 43 2- 43 1-45 43.5-44.0 14 44^ 44.0-44.5 23 53 Dense Light Grey Very Fine to Fine SAND 44.5-45.0 30 45r ' I 4 6r Actual Location of boring approx. 7'North and at a 3't higher elevation due to the to count at 40.0 -40.5 and a difference in elev Boring was taken 5 deeper. ATEC ASSOCIATES , INC. LOG OF BOREHOLE B-2 6600-1 Youngerman Circle Jacksonville, Florida 32244 (904)771-3055 Page 1 of 2 Client: Bell South Mobility, Inc. Client# : 403 Proj ect: JAC-DM Project# : 72-01065 ' Location: Phillips Hwy. - North of Baymeadows Road Boring Method: ASTM D 1586 Hammer Wt./Drop: 140030" Surface Elevation: Existing Datum: Start Date: 12-6-90 Finish Date: 12-7-90 Field Party: F.S. & B.H. Water Level Encountered: 6.3' Completion: 6.3' After - - SAMPLE DATA Depth DESCRIPTION ' in From/To Blows for Feet Color, Texture, Consistency, Notes No. (feet) each 6-in N Surface Cover: 0 2-02 .0-.5 2 Loose Brown to Light Brown Fine SAND .5-1.0 3 8 1^ 1.0-1.5 5 Medium Dense Light Brown-Fine SAND " 1.5-2.0 5 2- 7�04 2.0-2.5 5 _ 2.5-3.0 6 13 3 3.0-3.5 7 3.5-4.0 9 4___ 2 -06 4.0-4.5 5 _ 4.5-5.0 8 5 5.0-5.5 8 16 Medium Dense Light Brown to Orange Slightly 5.5-6.0 11 5 Clayey Fine SAND 2 -08 6.0-6.5 10 - 6.5-7.0 11 23 7 7.0-7.5 12 7.5-8.0 12 8- 2 10 8.0-8.5 9 _ Medium Dense Light Brown Fine SAND 8.5-9.0 10 21 9 9.0-9.5 - 11 _ 9.5-10.0 8 10 11- 12- 13 2-15 13.5-14.0 6 14- 14.0-14.5 3 7 _ Loose Light Brown Very Fine SAND 14.5-15.0 4 15 low 16 17 18 2-20 18.5-19.0 10 19- 19.0-19.5 12 27 - Medium Dense Gold Brown Very Fine to Fine 19.5-20.0 15 20_ SAND 21 22 wee ' ATEC ASSOCIATES, INC. LOG OF BOREHOLE B-2 6600-1 Youngerman Circle Jacksonville, Florida (904)771.3055 Page 2 of 2 Client: Bell South Mobility, Inc. Client# : 403 Proj ect: JAC - DM Project#: 72-01065 SAMPLE DATA Depth DESCRIPTION in From/To Blows for Feet No. (feet) each 6-in N Color, Texture, Consistency, Notes 22 23 2-25 23.5-77.0 15 24 24.0-24.5 17 37 Dense Gold Brown Very Fine to Fine SAND 24.5-25.0 20 25 26 27 28 2-30 28.5-29.0 10 29 29.0-29.5 10 18 _ 29.5-30.0 8 30 31 32 33- 2-35 38.5-39.0 10 34 39.0-39.5 11 18 � 39.5-40.0 8 35— I 36- 3 7— . „I 38 2-40 38.5-39.0 6 39 Loose Grey Very Fine to Fine Slightly Clayey 39.0-39.5 4 7 _ SAND �**j 39.5-40.0 3 40 — E.O.B. 40. ' Ii 41 42 .�I43 44 SII45 46 ATEC ASSOCIATES , INC. LOG OF BOREHOLE B-3 6600-1 Youngerman Circle Jacksonville, Florida 32244 (904)771-3055 Page 1 of 2 Client: Bell South Mobility, Inc. Client#: 403 Proj ect: JAC-DM Project# : 72-01065 ' Location: Phillips Hwy. North of Baymeadows Road Boring Method: ASTM D 1586 Hammer Wt./Drop: 140#/301, Surface Elevation: Existing Datum: Start Date: 12-6-90 Finish Date: 12-7-90 Field Party:_F_s. & B.H. Water Level Encountered: 6. 1' Completion: 6.4' After - - SAMPLE DATA Depth DESCRIPTION in From/To Blows for Feet Color, Texture, Consistency, Notes No. (feet) each 6-in N Surface Cover: 0 3-02 .0-.5 3 _ Loose Light Brown Fine SAND .5-1.0 4 8 1 1.0-1.5 4 _ ' 1.5-2.0 4 2 3-04 2.0-2.5 3 2.5-3.0 4 �- 3 3.0-3.5 5 _ _3.5-4.0 6 4 3-06 4.0-4.5 6 _ 4.5-5.0 3 �- 5 Loose Light Brown Fine Slightly Clayey SAND 5.0-5.5 3 _ 5.5-6.0 3 6 3-08 6.0-6.5 3 Medium Dense Light Brown Very Fine to Fine 6.5-7.0 4 10 y^ SAND 7.0-7.5 6 _ 7.5-8.0 6 8 3-10 8.0-8.5 5 - Medium Dense Orange Brown Very Fine to Fine 8.5-9.0 7 9 Slightly Clayey SAND 9.0-9.5 6 13 _ 9.5-10.0 5 10 �w 11^ 12 13 13.5-14.0 3 14 Loose Light Brown Very Fine SAND 14.0-14.5 2 5 _ 14.5-15.0 3 15 16 17+ i - 18 3-20 18.5-19.0 10 19- 19.0-19.5 12 32 Dense Light Brown to Gold Brown Very Fine 19.5-20.0 20 20- SAND 21- 22 ATEC ASSOCIATES, INC. LOG OF BOREHOLE B-3 6600-1 Youngerman Circte "* Jacksonville, Florida (904)771-3055 Page 2 of_2 Client: Bell South Mobility, Inc. Client# • 403 Proj ect: JAC - DM Project#: 72-01065 SAMPLE DATA Depth DESCRIPTION in From/To Blows for Feet No. (feet) each 6-in N Color, Texture, Consistency, Notes 22 23 3-25 23.5-24.0 11 24— Dense Gold Brown Fine SAND 24.0-24.5 18 40 _ 24.5-25.0 22 25 + 26 27 28 3-3_0_ 28.5-29.0 11 29 Medium Dense Gold Brown Fine SAND 29.0-29.5 14 25 29.5-30.0 11 30 31i 32i 33 3-35 33.5-34.0 6 34- - 4 34.0-34.5 6 10 _ 34. 5-35.0 4 35 36 37 +* I 38 40 38.5-39.0 8 39 Loose Grey Fine SAND 39.0-39.5 4 8 _ 39.5-40.0 4 40 E.O.B. 40.0' 41 42 43 f+ 44 all 45 46 ATEC ASSOCIATES, INC. LOG OF BOREHOLE B-4 6600-1 Youngerman Circle Jacksonville, Florida 32244 (904)771-3055 Page 1 of 1 Client: Bell South Mobility, Inc. Client# : 403 Project: 3AC -DM Project## : 72-01065 ' Location: Phillips Hwy. North of Baymeadows Road Boring Method: ASTM D 1586 Hammer Wt./Drop: 140#/30" Surface Elevation: Existing Datum: - Start Date: 12-6-90 Finish Date: 12-7-90 Field Party: F.S. & B.H. Water Level Encountered: 6.2' Completion: 6.5' After - - SAMPLE DATA Depth DESCRIPTION in From/To Blows for Feet Color, Texture, Consistency, Notes No. (feet) each 6-in N Surface Cover: 4-02 .0-.5 2 0 Loose Light Brown and Brown Fine SAND .5-1.0 3 6 1^ 1.0-1.5 3 _ ' 1.5-2.0 4 2 4-04 2.0-2.5 4 _ Medium Dense Light Brown Very Fine to Fine 2.5-3.0 5 12 3 SAND 3.0-3.5 7 _ 3.5-4.0 8 4 4-06 4.0-4.5 8 _ Medium Dense Light Brown Fine Slightly 4.5-5.0 7 11 5 Clayey SAND 5.0-5.5 4 _ 5.5-6.0 4 6 4-08 6.0-6.5 4 _ " 6.5-7.0 7 14 7 7.0-7.5 7 _ 7.5-8.0 7 8 4-10 8.0-8.5 7 _ Medium Dense Light Brown and Gold -Brown 8.5-9.0 6 13 9 very Fine to Fine SAND 9.0-9.5 7 9.5-10.0 8 10 11 12 13 4-15 13.5-14.0 3 14 Loose Light Brown Fine SAND 14.0-14.5 4 9 14.5-15.0 5 15^ 16 17 18 4-20 18.5-19.0 4 19 Medium Dense Light Brown Fine SAND 19.0-19.5 6 17 _ 19.5-20.0 11 20 E.O.B. 20' 21 22 ATEC ASSOCIATES , INC. LOG OF BOREHOLE B-5 6600-1 Youngerman Circle Jacksonvitle, Florida 32244 (904)771-3055 Page 1 of 1 Client: Bell South Mobility, Inc. Client# : 403 Proj ect: JAC - DM Proj ect#: 72-01065 " Location: Phillips Hwy. North of Baymeadows Road Boring Method: Auger Boring Hammer Wt./Drop: NIA Surface Elevation: Existing Datum: - Start Date: 12-6-90 Finish Date: 12-7-90 Field Party: F.S. & B.H. Water Level Encountered: 4. 1' Completion: 4. 1' After - - SAMPLE DATA Depth DESCRIPTION in From/To Blows for Feet Color, Texture, Consistency, Notes No. (feet) each 6-in N Surface Cover: 0 5-02 .0-.5 _ Dark Brown Fine to Medium SAND .5-1.0 1 1.0-1.5 1.5-2.0 2! 5-04 2.0-2.5 2.5_3,0 3! Light Brown Fine to Medium SAND with Sewage 3.0-3.5 odor 3.5-4.0 4~ 5-06 4.0-4.5 4.5-5.0 5r 5.0-55 5.5-6.0 6^ _ SIVA 6.0-6.5 6.5-7.0 7i 7.0-7.5 _ 7.5-8.0 8 55-10 8.0-8.5 .$.5-9.0 9r 9.0-9.5 Light Brown Fine to Medium Slightly Clayey 9.5-10.0 10 SAND 11 E.O.B. 10.0' 12 13 5-15 13.5-14.0 14- 14.0-14.5 _ 14.5-15.0 15 16~ 17 18^ 5_20 18.5-19.0 19 19.0-19.5 _ 19.5-20.0 20 21 22� Section 00301 Page 1 JAC JHX JAC DM BID FORM DATE: TO: BellSouth Mobility Inc 1 . The undersigned Contractor has carefully examined the Bidding Documents and the Contract documents relative to the construction work for: BellSouth Mobility Inc Sites: JAC JHX JAC DM 2. The documents examined include the following Addenda which the undersigned Contractor has received: Addendum thru inclusive. 3 . The work and equipment shall be performed and completed in accordance with the provisions of the Bidding Documents, the Contract Documents, the Addenda received and time limitations set forth in these specifications . 4 . All changes in the work as requested and authorized by the Company will be billed to the Company at actual cost of the work plus % for overhead and % for profit. Authorization will be given by complete Change Order signed information presented by the Contractor. 5. The list of Subcontractors as required by the Bidding Documents is attached hereto. 6 . The undersigned Contractor in accordance with Section 00100, Article 2 has , has not visited the site, (check one) . Section 00301 Page 2 7 . The total contract sum for all the work performed under this contract shall be broken down by site as follows : JAC JHX $ ( ) JAC DM $ { ) The preceeding Bid Proposal is made by: Contractor By: Title Contractor' s Business Address and Phone Number END OF SECTION SECTION 00302 PAGE 1 SCHEDULE OF VALUES LOCATIC?! DESCRIPTION CONTRACTOR TOTAL CONTRACT COST GENERAL CCNCIT10j%S SITE WORK FENCING PAVING LANDSCAPING FOUNDATICN-BUILDING FOUNCATICN-TOWER BUILDING ROOFING ( MFG . ; TOWER ERECTION PLUMGI„G HVAC HVAC CONTROLS ELECTRICAL FEES ELECTRICAL CEPCSITS ELECTRICAL EXTERIOR ELECTRICAL INTERIOR OVERHEAD PROFIT All changes in the work as requested and authorized by the Company will be billed to the Company at actual cost of the work plus % for overheat and % for profit . Authorization will be given by complete Change Order signed by the Company prepared from complete and detailed cost information presented by the Contractor . END OF SECTION SECTION 00500 Page 1 LUMP - SUM STANDARD FORM FOR CONSTRUCTION OF BUILDINGS CONSTRUCTION AGREEMENT THIS AGREEMENT is made as of the . day of , 198_, between BellSouth Mobility Inc, a Georgia corporation, hereinafter called the "Company, " and , a corporation, hereinafter called the "Contractor. " For purposes of this Agreement, the address of the Company is Suite 600, 5600 Glenridge Drive, Atlanta, Georgia 30342, and the address of the Contractor is FOR AND IN CONSIDERATION of the mutual promises and covenants hereinafter set forth, the Company and the Contractor agree as follows: ARTICLE 1 CONSTRUCTION PROJECT The Contractor agrees to furnish all supervision, tools, equipment, labor and materials necessary to complete fully in a workmanlike manner in accordance with the Contract Documents and within the times specified in Article 2, the following project: The construction of in The work is as shown on plans and specifications dated , 1990, prepared by ARTICLE 2 TIME OF COMMENCEMENT AND COMPLETION The work to be performed under this Agreement shall be commenced after required permit approval and shall be fully completed to the satisfaction of the Company: Time is of the essence in the performance of this Agreement. ARTICLE 3 CONTRACT PRICE Upon satisfactory completion of the project, subject to the General Terms and Conditions, acceptance thereof by the Company, and as full compensation to the Contractor, the Company agrees to pay to the Contractor the Contract Sum of SECTION 00500 Page 2 ARTICLE 4 PAYMENTS TO THE CONTRACTOR The Company agrees to make payments to the Contractor on account of the Contract Sum as follows: A. Progress Payments - On or about the thirtieth day of each calendar month, the following. The proportionate part of the Contract Sum based upon the percentage of the work completed less • the aggregate of previous payments on account of the Contract Price. B. withholding - The Company, at its option and discretion, may retain and withhold from the progress payments up to ten percent of any such payment, plus any other withholdings or retainages which may have been made or may be authorized by the Contract Documents. C. Final Payment - The Company, at its option and discretion, may retain and withhold the final payment of the entire unpaid balance, including retainage, of the Contract Sum up to 45 days after final completion of the work in accordance with the Contract Documents and acceptance thereof by the Company. ARTICLE 5 DISCOUNTS, REBATES AND REFUNDS All discounts, rebates and refunds, and returns from the sale of surplus materials and equipment shall accrue to the Company, and the Contractor shall exercise due diligence in seeing that these benefits are made available to the Company whenever possible. ARTICLE 6 SUBCONTRACTS A. All portions of the work that the Contractor' s organization has not been accustomed to perform shall be performed under subcontracts. As soon as practicable and before awarding any subcontracts, the Contractor shall notify the Architect in writing the names of the subcontractors proposed for the principal parts of the work, and for such other parts as the Architect may direct, and shall not employ any to whom the Architect or the Company may have a reasonable objection. If before or after the execution of the Contract, a change of any subcontractor on such list is required by the Architect or by the Owner prior to the award of the relevant subcontract, the Contract price shall be increased or decreased by the difference in cost occasioned by such change. -2- SECTION 00500 Page 3 The Architect shall, on request, furnish to any subcontractor, wherever practicable, evidence of the amounts certified on his account. The Contractor shall, on request by the Architect, furnish evidence with each billing that material suppliers and subcontractors included in previous payments have been paid. The Contractor agrees that he is as fully responsible to the Company for the acts and omissions of his subcontractors and of persons either directly or indirectly employed by them as he is for the acts and omissions of persons directly employed by him. B. All subcontracts shall conform to the requirements of the Agreement and the General Conditions. ARTICLE 7 CHANGES IN THE WORK The Company may make changes in the work in accordance with Article 12 of the General Conditions insofar as such Article is consistent with this Agreement. The Contractor shall be reimbursed for changes in the work on the basis of the actual cost of the work plus percent overhead and percent profit. ARTICLE 8 PROJECT REPRESENTATIVES A. The Company' s representative for the project is B. The Contractor' s on-the-job representative for the project is C. The Architect for the project is whose address is ARTICLE 9 CONTRACT DOCUMENTS The General Conditions, the Architectural Plans, Drawings and Specifications, Survey, Soil Reports, Site Plans, Engineering Reports, Change Orders issued, Written Interpretations of the Contract Documents and Directives made from time to time by the Architect, this Agreement and such other documents as may be set forth in Exhibit A form the Contract and are as fully a part of the Contract as if attached hereto and made a part hereof. ARTICLE 10 ASSIGNMENT It is further agreed that the Company, upon five days prior written notice to Contractor, may assign all of its rights, -3- SECTION 00500 Page 4 duties and obligations under this Agreement to an affiliate or affiliates of the Company or to a partnership or partnerships in which the Company or its affiliate has an interest. ARTICLE 11 NON-DISCRIMINATION Unless exempt under the rules and regulations of the Secretary of Labor or other proper authority, this Contract is subject to applicable laws and executive orders relating to equal opportunity and non-discrimination in employment as set forth in Exhibit B attached hereto and made a part hereof. The parties hereto shall not discriminate in their employment practices against any person by reason of race, religion, color, sex or national origin and agree to comply with the provisions of said laws and orders, as well as all laws and orders relating to the " employment of the handicapped, the employment of veterans and the use of minority business enterprises, to the extent any such laws and orders are applicable in the performance of work or furnishing or services, materials or supplies hereunder. For this purpose, the provisions of such laws and orders and pertinent regulations issued hereunder shall be deemed an integral part of this Contract to the same extent as if written at length herein. ARTICLE 12 CONTRACTOR'S REPRESENTATIONS The Contractor, by execution of this Agreement, represents that he has read each and every clause contained in this Agreement and other Contract Documents, that he has visited and studied the site, familiarized himself with the conditions under which the work is to be performed, and correlated his observations with the requirements of the Contract Documents. Two copies of said drawing and specifications, each page of which has been initialed by the Contractor, and delivered to the Company, are incorporated by reference, and made part of this Agreement the same as if hereto attached. IN WITNESS WHEREOF, the Company and the Contractor have executed this Agreement as of the day and year first above written. CONTRACTOR: COMPANY: BELLSOUTH MOBILITY INC BY: BY: TITLE: TITLE: DATE: DATE: -4- Section 00500 Page 5 EXHIBIT A ARTICLE 9 - CONTRACT DOCUMENTS BELLSOUTH MOBILITY I . PLANS II . SPECIFICATIONS III . ADDENDA IV. EXCLUSIONS, DELETIONS, ADDITIONS 4 Section 'J05O0 Page 6 EXM I9IT 3 NONDISCRIMINATION COMP.:ANCE AGRETEMENT To the extent that this contract is subject to them, the '.ONTRAC-,OR small comply with the applicable provisions of the following: Executive Order Yo. 11246, Executive order Na. 11625, Section 8 of the Small business Act as amended, Railroad Revitalization and Regulatory Reform Act of 16976, Executive Order Na. 11701, Executive Order No. 11159, Section 503 of the Rehabilitation Act of 1973 as amended by PL93-516, Vietnam Era Veteran's Readjustment Assistance Act of 1974, and the Rules, Regulations, and relevant Orders of the "'" Secretary of Labor pertaining to the Executive Orders and Statutes listed above. Monetary amounts or contractual or purchasing relationships, together with the number of the CONTRACTOR's uoployees, determine which Executive Order pro- visions are applicable. For contracts valued at less than $2,500 or more annually, the following table describes the clauses which are included in the contract. 1. Inclusion of the 'Equal Employment Opportunity' clause in all contracts and orders. 2. Certification of nonsegrated facilities. 3. Certification that an Affirmative Action program has been developed and is being followed. 4. Certification that an annual Employers Information Report (EEO-1 Standard Form 100) is being followed. S. Inclusion of, the 'utilization of Minority Business Enterprise" in all contracts and orders. S. Inclusion of the 'Minority Business Subcontracting Program" clause in all contracts and orders. 7. Inclusion of the 'Listing of Employment Openings" clause in all, contracts and orders. 8. Inclusion of the *Employment of the Handicapped* clause in all contracts and orders. $2.500 to S31000 $5,000 to $10,000 $10,000 to 550,000 8 8 1, 2, 5, 7. 8 1050,000 to $500,000 5500,000. to ,more 1, 2. 3*. 4*. 5, 7. 8 1, Z, 3*, 4*, 5, 6, 7 , 3 All * Applies only for business with 50 or pore employees. Section '^s ^ Sege � t :. Equal Employment 3pportunity 2rovisions In accordance with Executive Order U246, dated Saatamcer 2z, :363, Ina ?art Of 601 Of (itle 42 of the codes of :sderal <egulations %ol is M. ' contracts and Property Management, Office of Federal :Ontrlct :nmol 'anc_, Obligations of CONTRAC'ORS and Subcontractors) , as stay Oe Imenaea =rim time :o time, the Parties incoraorata nereim oy this r•fersnc3 Ina regulations and contract clauses required 7y those Provisions :o :e pace I part of Government contracts and subcontracts. 2. Cartification of Ionsagregated Facilities The CONTRACTOR agrees to execute the Certificate of 'lonsegratad Ficilit-es marked as Exhibit 30 attached hereto and made a part loreof. the CONTRACTOR further agrees to execute said certificate annually during :.ie ' duration of this contract. 3. Cartification Than An Affirmative Actiun Program Has 3een 3evelooea And :s Being Fo l l owed. CONTRACTOR will develop a written affirmative action Grogram for each 3f its establishments as required by Title 41, Cade of Federal 2egulAtions , Part 60.2, as amended. t 4. Certification Than An Annual Employer' s Report (MO-1 Standard Fart :OO :s 1 ;ting Filed CONTRACTOR will file a c=vleta and accurate report on Stanaard =arm (E110-1) with the appropriate agency within thirty (30) days Of the late :` the contract award, un 1 ess such report has teen filed wi tni n the :we I ie t (12) month period preceding the date of the contract Award Ind othervisa comply with and file such other compliance and reports as nay to r!auirsa under Executive Order 11246, as amended, and .Rules and Regulitions Idoota: thereunder. Uti 1 i zati on of Al nori ty 3usi nese Enterari sas (a) it is the policy of the Government that Minority tusiness entartr•ses shall nave the maximum Practicable opportunity to iarti ci:at3 41 :no performancs of Goverment contracts. (b) The CONTRACTOR agrees to use his test efforts :o :arty :uc ::pis policy in the award of his subcontracts to the 'ui l est extant :cn. sistant with the efficient aerformancs of his :Ontract. As lsea r this contract, the teras Inti nori ty Susi mess emtarar1 se" leans business, It least 30 Portent Of onicn is Owned Oy iinori :y ;mw: memosrs or, in the :ase of auolicly owned 7usimesses, It 7e:st :. Percent of the stock of wnicn is owned Oy ;tinori :y ;rvuo lemoers . For the Purpose Of this definition, .linority ;roup smoers Ars legross, Saanisn-speaking .kmerican Persons , 4erican-•:ri_nta' s , Aaterican-,ndians, American-csximos, and ;merican Ales,ts. :ontr3c:.r: tt ,» :act-on ;C3JC 7394 8 nay rely :n vritten rearesentations :y succantractzri -egar%ing :-air s:at4s is ninoriWi :usimess ?ntararises in ' leu :f in inaeoencant investigation. 3. Mi nori ty Susi ness =nterpri sas Suaczntric ti ng :,-igrain A. nt CDNTRAC'OR agrees to estaolish and :z nduct a rrvgrim gnicn ii " enaoi a iii nori ty ousi ness enterprises (as defined in :me :1 ausa entitled "Utilization of Minority 3usiness _ntarprises'" .a 5e considered fairly as subcontractors and suppliers ender :ais contract. ,n tnis connection the CONTRACTOR shall : I. Oesignate a liaison officer who 4ill administer the :ONT<AC^JRA s ousi ness enterprises program. Z. provide adequate and timely consideration of '.Is aot_ntiali:4,as of known minority business enterprises in all ^aake-or-buy'' decisions. 3. Assure that known minority business anterprises will +ave an equf ub1 a opportunity to compete for subczntracats, Parti cel ar', oy arranging solicitations, time for the preparation of :ids, quantities, specification, and delivery schedules so as to facilitate the participation of minority husiness enterprisas. 4. Maintain records showing (i ) procedures 4hich have been Watt-: to comply with the policies set forth in this clause, including the estaolishment of a source list of minority business enterprises, (ii ) awards to minority business anterprisas on :ne source list, and (iii ) specific efforts to identify and aware contracts to minority business enterprises. S. Include the Utilization of Minority 3usiness cntar-:rises :'ausa in suacontracts vhicy offer suostantial ainority :usiness , ! enterprises subcontracting opportunities. 5. Cooperate pith the contracting officer in any stAies ina surveys 1 of the MNTRACTOR's ,ainority husiness enterprises :rvcsdurtss -ina practices that the contracting officer nay Brum time :o :i,ne conduct. 7. Submit periodic reports if succ0ntract4ng :o <nown minor= :y business enterprises 4ith respect :o t:;e rsczras refer-!a :o subparagraph (4) , above, in such form ana canner ana it suc, :'-e not more often than quarterly is t:1e :0ntracting :f"car -,ay i perscri be. 3. The :ONTZACTOR further agrees to 4nsert, in any succzntrict lert,;ncer 4nicr ,may exceed SS00,000.00, ;nvisions vnic:1 small :onfior, suostantial 1 y 1.0 the language :f the z1 ause, i nc 1 udi ng :9i s :art.:r zn (b) , 'and to notify the :intraac ti ng officer :f :ne names :f au� succontractors. S s 041 i 7. :n iccoraance 4itn Executive Jrler I?701, dated ,Ianuar7 Z1, :?1?, Ina gar- 50 ZSO of Title 41 :f :.tie :ode of =.ceril 2egulations, Is aay ;e Inunaec from :ime :o :"me, :tie aarties inCzrpor3ta iersin iy :nis 01fer!nC3 Ina regulations and czntrict clauses "quir" oy :nose ;revisions :> it race I Part of Government contracts Ind suocontract. 3. :n acrordancs ,oiti "Executive Order :i7sa, sated ,anuary :,7s, Ina Paret o0 741 of Title 41 of tete ode of Ftdaral 2egulations, is lay :e imendea, frem time to time, the aarti es i nccraorits ierti n oy :7i s 1 reference and regulations and contract clauses required :y .Nose provisions t0 u zade a ;art of government contracts and iuoC3ntr3c:5. 1 ENO OF SECTION 1 i i Section 00700 Page 1 GENERAL CONDITIONS OF CONTRACT FOR CONSTRUCTION OF BUILDINGS ARTICLE 1 DEFINITIONS A. THE CONTRACT DOCUMENTS - The Contract Documents consist of the Agreement, the conditions of the Contract (general, supple- mentary and other conditions ) , the drawings, the specifications, all addenda issued prior to execution of the Agreement and all documents set forth in Exhibit A and all modifications thereto. A modification is ( 1) a written amendment to the Contract signed by both parties, ( 2 ) a change order, ( 3 ) a written interpretation issued by the Company' s Representative pursuant to these conditions, or ( 4 ) a written order for a minor change in the work issued by the Company' s representative pursuant to these Conditions . A modification may be made only after execution of the Contract and must be made in writing. B. THE CONTRACT - The Contract Documents form the Contract. The Contract represents the entire and integrated agreement between the parties hereto and supersedes all prior negotiations , representations, or agreements, either written or oral, including the bidding documents. The Contract may be amended or modified only by a modification in writing. C. THE WORK - The term "Work" means all labor and supervision, materials, equipment, machinery, apparatus, construction equipment and machinery, tools, appliances, scaffolding, barricades and signs, services, fuel, power, light, heat, telephone, energy, water for all purposes, sanitary facilities, -1- F-7 4/85 Section 00700 Page 2 transportation, and all other facilities, licenses, taxes, charges, excises, services and incidentals of any description whatsoever necessary to perform and completely finish in a workmanlike manner and to the complete satisfaction and approval of the Company free from all liens or claims of laborers, artisans, materialmen, suppliers and subcontractors, and in conformity in all respects with all applicable federal, state, county or municipal laws, ordinances, rules or regulations, all work and things contemplated by the Contract Documents which are required of the Contractor. The work contemplated by the Contract Documents includes protection of adjoining property as provided in these conditions . D. ARCHITECT - The term "Architect" means the person or organization identified as such in the Agreement. The Architect is referred to throughout the Contract Documents as if singular in number and masculine in gender. The term includes the Architect and his authorized representative. COMPANY - The term "Company" means Company ' s representative or the individual designated as such in the Agreement or such 00 other individual who may be subsequently appointed for such purpose by the Company. F. CONTRACTOR - The term "Contractor" means the individual, partnership or corporation with whom the Company has entered into a contract for the execution of the work. The Contractor is referred to throughout the Contract Documents as if singular in number and masculine in gender. The term includes the Contractor and his authorized representative. G. SUBCONTRACTOR -The term "subcontractor" means any person who enters into a contract with the Contractor in connection with the work but with whom the Company has no contractual relationship . -2- ,, F-7 4/85 Section 00700 Page 3 she term includes any subcontractor and his authorized represen- tative. H. SUB-SUBCONTRACTOR - The term "sub-subcontractor" means any person who enters into a contract with the subcontractor in connection with the work but with whom the Company has no contractual relationship. The term includes any sub-subcont- ractor and his authorized representative. All sub-subcontractors shall conform to the requirements of the Agreement and the 'General Conditions . Z . CONTRACT TIME - The contract time is the period of time allotted in the Contract Documents or Contractor' s bid for completion of the work. J. COMMENCEMENT OF THE WIORK - Commencement of the work occurs when the first item of the work on the project is physically begun at the project location, or when materials (of a substan- tial value and essential to the construction) have been delivered + to the site. K. COMPLETION OF THE WORK - Completion of the work occurs when ( 1) the work is fully, completely and finally accomplished in full, absolute and strict compliance with the Contract Documents, rft and ( 2) the Company' s Representative so certifies . L. TIME LIMITS - Any and all time limits stated in the Contract Documents are considered to be of the essence of the contract. M. CONTRACT SUM - The Contract Sum is stated in the Agreement and is the total amount payable by the Company to the Contractor for the performance of the work under the Contract Documents . If the Agreement provides for "cost plus" rather than "fixed sum" payment to the Contractor, the term Contract Sum herein shall mean the Guaranteed Maximum Cost set forth in the Agreement. -3- F-7 4/85 Section 00100 Page 4 OA N. CHANGE ORDERS - For the purpose of the contract, a change order is a written order issued after the execution of the contract authorizing or directing a change in the work contem- plated by the Contract Documents, the Contract Sum, the contract t_me, or the progress schedule. A change order may include drawings and specifications where appropriate. „ 0. ACCESS TO JOB - The Contractor shall at all times provide access to the job for the Company' s Representative. The Contractor, at the direction of the Company, shall also designate one or more separate entrances and exits to the construction site for the exclusive use of his employees, subcontractors, materialmen, suppliers of equipment, separate building trades, or any of them, in order to accommodate the work or activities of o=:.er contractors on the site or to avoid the possible shutdown of the whole or any part of the project because of labor disputes or difficulties or for other reasons deemed sufficient by the Company. Furthermore, the Contractor shall arrange for the strict enforcement of the use of separate exits and entrances in " accordance with their separate, respective designations . P. DISPUTES AND DELAYS - Under no circumstances shall the Contractor cause any delay in the work during any dispute as to t:-e meaning of the Contract Documents as they pertain to the work, or because of any dissatisfaction of any decision of the Company. The Contractor covenants and agrees that he will carry on the work and maintain the progress schedule during the pendency of any dispute. If the Company or the Contractor dispute, disagree with or desire to contest the Architect' s decision, the Contractor shall, notwithstanding the dispute and the pursuit of its resolution whether in court or otherwise, perform and carry on the work and shall. maintain the construction schedule in accordance with the Contract Documents . As to the particular matter in dispute, the Contractor shall comply with -4- F-7 4/85 Section 00700 Page 5 the Company' s directive with regard thereto pending the resolution of the dispute by court or otherwise. Upon the resolution of the dispute, the party in whose favor the dispute is resolved shall be compensated in an appropriate manner. The purpose of this Article is not to penalize the Contractor but to assure the timely completion of the work. Q. DIMENSIONS - All figures on plans indicate rough construc- tion with no allowances for finish of any kind, except for details showing dimensions of finished work. R. REVIEW OF CONTRACT DOCUMENTS - Contractor shall examine all grades, lines, levels and dimensions as shown on the Contract Documents, and report any errors or inconsistencies he may discover to the Company ' s Representative before commencing work. ARTICLE 2 CONTRACT DOCUMENTS A. EXECUTION, CORRELATION, INTENT AND INTERPRETATIONS - By executing the contract, the Contractor represents that he has read and studied the Contract Documents and understands the same and that he has visited and studied the site, familiarized himself with the conditions under which the work is to be performed, and correlated his observations with the requirements of the Contract Documents. B. THE CONTRACT DOCUMENTS 1) The Contract Documents and accompanying drawings are intended to describe and provide for a complete and finished product and must be taken as complementary. They are intended to be correlative; that is, any item of work called for by any contract document shall be as binding as if called for by all . The Contractor understands that the work herein described shall -5- F-7 4%85 Section 00700 Page 6 be complete in every detail notwithstanding the fact that every item involving the work is not particularly mentioned or shown. The Contractor shall provide everything necessary for the VOW commletion of the work described and shall not avail himself of any errors or omissions which are manifestly unintentional . If there is any doubt as to the intent of the documents, either through omission, conflict or ambiguity, the Contractor shall resolve that doubt as and to the extent provided herein. Words which have well-known technical or trade meanings are used herein in accordance with such recognized or well-known meanings . If there is any conflict in the Contract Documents, the priority shall be as follows in descending order : The Agreement, The General Conditions, The Supplementary Conditions, The Specifi- cations , The Drawings , The Modifications . 2 ) The organization of the specifications into divisions, sections and articles, and the arrangement of the drawings shall not control the Contractor in dividing the work among the subcontractors or in establishing the extent of the work to be performed by any trade. The captions used throughout the Contract Documents are inserted only as a matter of convenience and reference. They in no way define, limit or describe either the scope or intent of the Contract Documents or any part thereof . - 3 ) Written interpretations necessary for the proper + execution or progress of the work, in the form of drawings or otherwise, will be issued with reasonable promptness by the Contractor in accordance with any schedule agreed upon. 4) The Contractor shall designate in writing a representative who shall have full authority to execute any and all instruments requiring the signature of the Contractor, and to otherwise act on behalf of the Contractor with respect to all -6- F-7 4/85 Section 00700 Page 7 matters arising out of the Contract Documents . The Contractor' s designated representative will be authorized to execute all bonds, agreements, certificates, affidavits , applications and any and all instruments of any other nature whatsoever which may be required for the proper performance of the work contemplated by the Contract Documents . C. COPIES FURNISHED AND OWNERSHIP - All of the Contract Documents, including the specifications and drawings, furnished to the Contractor shall remain the property of the Company and may not be used for any purpose other than the performance of the work contemplated by the Contract Documents . Unless otherwise provided in the Contract Documents, the Contractor will be furnished, free of charge, five sets of drawings and specifi- cations reasonably required for the execution of the work. ARTICLE 3 THE COMPANY A. INFORMATION FURNISHED BY THE COMPANY 1) In the course of the planning of. the work and solely for' its own internal purposes, the Company may contract with independent contractors for consulting engineering work, geological work, soil boring work, surveys, other studies or reports and any other matter whatsoever of an informational nature. Such engineering work, studies, reports and further informational matters may be made available to the Contractor at the option of the Company. The Company may arrange to have photographs taken of the work at intervals during the course of construction to show the status or progress of construction. 2) The Company does not warrant, guarantee or in any way or manner assume responsibility for the accuracy, uniformity or correctness of any statements, data, assertions, analyses, -7- F-7 4/85 Section 00700 Page 8 evaluations or recommendations contained in any matters prepared ® by any independent contractors. The Contractor is responsible for any conclusions drawn from such reports of independent 00 contractors . If the Contractor does not wish to assume the risk of drawing conclusions from the same, he may employ, at no cost to the Company, his own experts to analyze the data presented or 7-ake such additional explorations, tests or studies as he may deem appropriate. MW 3 ) The Company shall generally forward all communications to the Contractor through the Company' s Representative. B. RELATIONSHIP OF COMPANY - Nothing contained in the Contract Cocuments or the bonds required hereunder shall create any contractual, third party beneficiary, or trustee relationship between the Company and any subcontractor, sub-subcontractor, supplier, materialman, laborer or any other person whatsoever. ARTICLE 4 CONTRACTOR A. REVIEW OF CONTRACT DOCUMENTS - The Contractor shall at once report to the Company' s representative any error, inconsistency cr omission he may discover in the Contract Documents . B. SUPERVISION AND CONSTRUCTION PROCEDURES 1) The Contractor shall supervise and direct the work, ,using his best skill and attention. He shall be solely responsible for all construction means, methods, techniques, sequences and procedures and for coordinating all portions of the «ork under the contract. 2) The Company, at its option, may observe the work. It is expressly understood and agreed that such observations by the -8- P-7 4/85 Section 00700 Page 9 Company shall not relieve the Contractor from any responsibility for the proper execution of the work. C. LABOR AND MATERIALS 1) The Contractor shall at all times enforce strict discipline and good order among his employees and shall not e loy on the work any unfit person or anyone not skilled in the task assigned to him. The Contractor agrees to immediately remove, at the Company' s request, any of his employees due to misconduct or any other sound reason for removal. 2 ) Where the words "or equal" are used in the Contract Documents it shall be understood that the Company' s represen- tative will be the sole judge in approving or disapproving any proposed substitution. In all the cases where two or more manufacturers of an item are specifically mentioned, it is understood that the Contractor has the right to furnish the product of any one of them; however, the design is based on the first mentioned name, and if any other manufacturer' s product is used the Contractor will be responsible for making certain that tte item used will fit the spaces and properly connect to all 00 other items in which the designed material is to be installed. No additional cost or alterations will be allowed for the purpose of making an item, except the first mentioned item, fit the designed space or properly connect to other items or materials . Where the Contract Documents require that a material, article, device or apparatus shall be applied, assembled or otherwise installed, connected or conditioned in exact accordance with the manufacturer' s printed specifications, directions or recommen- dations, such specifications, directions or recommendations shall have the same force and effect as if written in full into the Contract Documents . r -9- F-7 4/85 Section 00700 Page 10 D. WARRANTIES 1) The Contractor warrants to the Company that all Waterials and equipment furnished under this contract will be new unless otherwise specified, and that all work will be of good c-sality, free from faults and defects and in conformity with best --rade practices and the Contract Documents . Finished surfaces shall be plumb and level, straight and free from imperfection and set firmly to accurate measurements within the limits of the standards of the industry. Materials shall be new, delivered in the manufacturer' s original sealed containers with a complete Identification of the contents and kept sealed and protected from mo damages until used. Furnishing of any material shall include unloading and proper storage. A11 work not so conforming to these standards may be considered defective. If required by the Company, the Contractor shall furnish satisfactory evidence as to the kind and quality of materials and equipment. 2 ) The warranties provided for herein shall be in addition to and not in limitation of any other warranty or remedy under -aw or the Contract Documents . TAXES - The Contractor shall pay all sales, consumer, use and any other similar taxes imposed by law. . . PERMITS , FEES AND NOTICES - The Company shall furnish all surveys unless otherwise specified. Permits and licenses of a temporary nature for the prosecution of the work shall be secured and paid for by the Contractor. The Contractor shall give all notices and comply with all federal, state and local laws, ordinances, rules, regulations and orders of any public authority bearing on the performance of the work. If the Contractor observes that any of the Contract Documents are at variance therewith in any respect, he shall promptly notify the Architect and the Company' s Representative in writing, and any necessary -10— F-7 4/85 Section 00700 Page 11 changes shall be adjusted by appropriate modification. If the Contractor performs any work knowing it to be contrary to such laws , ordinances, rules and regulations , and without such notice to the Company' s Representative, he shall assume full responsi- bility therefor and shall bear all costs attributable thereto . G. SUPERINTENDENT - The Contractor shall keep on the work site during the progress of the work a competent superintendent and any necessary assistants satisfactory to the Company. The superintendent shall not be changed except with the consent of t2he Company, unless the superintendent proves to be unsatis- factory to the Contractor and ceases to be in his employ. The superintendent shall represent the Contractor and all communi- cations given to the superintendent shall be as binding as if given to the Contractor. It shall be the duty of the superin- tendent to coordinate the work of all subcontractors . "" H. RESPONSIBILITY FOR THOSE PERFORMING THE WORK - The Contractor shall be responsible to the Company for the acts and omissions of all his employees and all subcontractors , their agents and employees, and all other persons performing any of the work under a contract with the Contractor. PROGRESS SCHEDULE, COMMUNICATIONS, REPORTS AND MEETINGS ffia 1) The Contractor, as soon as possible after being awarded the contract, but in no event more than five days after said award, shall prepare, in cooperation with the Company' s Representative, and submit for the Company' s approval an estimated progress schedule for the work. The progress schedule shall be related to the entire project to the extent required by the Contract Documents . The schedule shall indicate dates from the starting and completion of the various stages of construction and shall be revised as required by the conditions of the work subject to the Company' s approval . This schedule shall be in a -11- F-7 4/85 Section 00700 Page 12 form satisfactory to the Company. It shall be the obligation of the Contractor to schedule and perform his work in accordance with the progress schedule. The schedule shall be a CPM or Gant Chart that clearly shows the construction method and shall tie directly to the schedule of values . 2 ) The Contractor shall generally forward all communication to the Company. 3 ) The Contractor shall furnish to the Company weekly written progress reports including an updated schedule of construction and schedules of values in duplicate on all construction activities . 4 ) During the construction period, progress meetings will to held with representatives of the Company, Contractor, major subcontractors and such other subcontractors or material suppliers whose presence may be deemed necessary or desired. The purpose of these meetings shall include, without limitation, the expediting of p q the job progress, coordination of various phases of :he work and the scheduling of work to accommodate the Company ' s cperations . Frequency, time and place of the meetings will be determined by the Company. The Company shall give all persons expected to be in attendance at the meeting at least five days notice of the date, time and place of the meeting. Z. DRAWINGS AND SPECIFICATIONS AT THE SITE - The Contractor shall maintain at the site, for the Company ' s use, one copy of all drawings, specifications, addenda, approved shop drawings, change orders and other modifications in good order and marked in red recording any changes made during construction. The drawings, so marked, shall be delivered to the Company upon completion of the work. -12- F-7 12- F-7 4/85 Section 00100 Page 13 R. SHOP DRAWINGS AND SAMPLES 1) Shop drawings are drawings, diagrams, illustrations, schedules, performance charts, brochures and other data which are prepared by the Contractor or any subcontractor, manufacturer, supplier or distributor, and which illustrate some portion of the wcrk. The shop drawings do not become or replace any Contract Documents . 2) Samples are physical examples furnished by the Contractor to illustrate materials, equipment or workmanship, and to establish standards by which the work will be judged. 3 ) The Contractor shall review, stamp with his approval and submit, with reasonable promptness and in orderly sequence so as to cause no delay in the work or in the work of any other contractor, all shop drawings and samples required by the Contract Documents or subsequently by the Company' s Represen- tative as covered by modifications . At the time of submission, the Contractor shall inform the Company in writing of any deviation in the shop drawings or samples from the requirements of the Contract Documents and the reason for any such deviation. Shop drawings or samples not first checked by the Contractor will be rejected. 4 ) By approving and submitting shop drawings and samples , the Contractor thereby represents that he has determined and verified all field measurements, field construction criteria, materials, catalogue numbers and similar data, and that he has checked and coordinated each shop drawing and sample with the requirements of the work and of the Contract Documents. 5 ) Company ' s Representative will review and approve shop drawings and samples with reasonable promptness so as to cause no delay, but only for conformance with the design concept of the -13- F-7 4/85 Section 00700 page 14 project and with the information given in the Contract Documents . The Company' s Representative' s approval of a separate item shall not indicate approval of an assembly in which the item Functions . 6) The Contractor shall make any corrections required by the Company ' s Representative and shall resubmit the required number of corrected copies of shop drawings or new samples until approved by the Company' s Representative. The Contractor shall direct specific attention in writing or on resubmitted shop drawings to revisions other than the corrections requested by the Company' s Representative on previous submissions . 7) Approval by the Company' s Representative of shop drawings or samples shall not relieve the Contractor of the responsibility for any deviation from the requirements of the Contract Documents unless the Contractor has informed the Ccmpany' s Representative in writing of such deviation at the time Of submission and the Company' s Representative has given written approval to the specific deviation. 8 ) No portion of the work requiring shop drawings or samples to be submitted shall be commenced until such submission :has been approved by the Company' s Representative. All such pertions of the work shall be in accordance with approved shop - drawings and samples . where errors or omissions on shop drawings are discovered after the work has been done, such errors and omissions must be corrected by the Contractor without cost to the Company, irrespective of any approval of the drawings. 9) The Contractor shall submit at least two copies of the „ shop drawings, one sepia, and two copies of the samples unless otherwise specifically directed in writing by the Company' s Representative. -14- F-7 4/85 a�* Section 00100 Page 15 L. USE OF SITE 1) The Contractor shall confine operations at the site to areas permitted by law, ordinances, permits, Contract Documents, and to areas specifically authorized by the Company. The Contractor shall not unreasonably encumber the site with materials or equipment. 2) The Company shall have the right to place and install equipment, machinery and other fixtures, other than equipment, machinery and fixtures which are the responsibility of the Contractor to install under the contract, and shall have the right to otherwise occupy portions of the construction site during the course of construction to the extent the placing or installation of equipment, machinery and other fixtures or other occupancy by the Company does not unreasonably interfere with the work to be performed by the Contractor. The Contractor agrees that such placing or installation of equipment, machinery and fixtures or other occupancy of the site by the Company shall in no way evidence the completion or acceptance of the work thereof by the Company. The Company shall have the option to accept a portion of the work prior to final completion if agreed to in writing by the Contractor. M. CUTTING AND PATCHING - The Contractor shall do all cutting, "t—ing or patching of the work that is required to make it come together properly, or that is required to make it fit the work of other contractors shown upon or reasonably to be inferred or i=plied by the Contract Documents . The Contractor shall not endanger any work by cutting, excavating or patching or otherwise unnecessarily altering the work or any part of it. N. CLEANING UP I) The Contractor shall at all times keep the premises free from accumulations of waste materials, rubbish, and any other -15- F-7 4/85 Section 00100 Page 16 debris resulting from the work. Removal of such waste, rubbish and other debris shall be accomplished at least weekly and at no cost to the Company. Aim 2) At the completion of the work, the Contractor shall remove all waste material, rubbish and other debris from and about the work, as well as all tools, scaffolding, construction equipment, machinery and surplus materials, and shall leave the work "broom clean, " unless otherwise specified, and ready for occupancy by the Company. Such cleanup shall include, as applicable and without limitation, the following: a) Removal of putty stains and paint from all glass, and washing and polishing of the same. Care shall be taken not to scratch glass . b ) Removal of all marks, stains, fingerprints and other soil or dirt from any and all painted or decorated surfaces . c) Cleaning and polishing of all hardware, including removal of all stains, dust, dirt, paint, etc. d) Removal of all spots, soil and paint from all tile, marble or other work and washing and waxing of same. e) Cleaning of and removing all stains, paint, dirt and dust from all fixtures and equipment. f) Removal of all temporary construction or protection and removal from the premises of all items of any nature +* whatsoever which were installed or used for temporary purposes during the construction. g) Restoration to their original condition of those portions of the site which were not designated for alteration by the Contract Documents but which have been affected by the Contractor' s operations . MW -16- P-7 4/85 Section 00700 Page 17 3 ) If the Contractor fails to properly clean the premises, t::e Company may do so and charge the cost to the Contractor. 4 ) where work is being done in existing buildings or areas already occupied by the Company, all waste, rubbish or debris resulting from the work shall be immediately placed in containers T�.ese containers shall be covered if they are moved through operating areas of the building. Removal shall be conducted in a clean manner with the containers being removed immediately. 0. INDEMNIFICATION - The Contractor, except as specifically set out in the following paragraph of this Article 4, shall save harmless the Company from and indemnify it against (a) all loss and damage to property of the Company and all claims and suits fcr bodily injury ( including death) to persons and for property damage, which may arise in or result from the performance of the work covered by the Contract provided that the Contractor' s liability to the Company for such loss, damage, claims or suits caused by any act, omission or default of the Contractor shall ^.ct exceed $500, 000 and (b) all claims, liens and suits for labor ze_formed or materials furnished the Contractor or any subcon- tractor under the Contract. The Contractor will defend on behalf of the Company any suits brought jointly against the Company and t!--le Contractor or against the Company alone arising out of any of t:--.e above causes . In the judgment of the Company, should the Contractor ignore or fail to handle properly or to defend any such claim, lien or suit, the Company may assume and undertake to join the handling or defense thereof, in which event the Contractor shall reimburse the Company for attorney ' s fees and other expenses incurred by it in connection therewith, ,including amounts in paid in settlement of claims or suits or the satisfaction of any judgments which may be rendered. During the progress of the work covered by the Contract the Company will assume all loss or damage to property owned by it, to materials -17- F-7 4/85 Section 00100 Page 18 and labor incorporated in the building to materials or supplies in, on or adjacent thereto and intended for use therein, to temporary structures erected by or for the Contractor or any subcontractor and to tools and equipment (other than vehicles designed for use on public highways ) incident to such work and owned by the Contractor or any subcontractor which loss or damage arises from or is caused by any peril or combination of perils as defined and limited in Attachment 1 to these General Conditions. The Company shall, to the extent that the Contractor or any subcontractor sustains any such loss or damage, adjust with and pay to the Contractor the amounts thereof after deducting salvage and recoveries from any other source; provided that such loss or damage shall not include amounts claimed by the Contractor or any subcontractor for unearned compensation or fee or for anticipated profits . ARTICLE 5 SUBCONTRACTORS A. SUBCONTRACTORS ' CONTRACTS if As a practicable matter and before awarding any Subcontractors, the Contractor shall notify the Company in :rriting with the names of subcontractors proposed for the principle parts of the work, and shall not employ any to whom the Company may have a reasonable objection. 2 ) If the Company requires a change of any subcontractor or person or organization previously accepted by them, the Contract Sum shall be increased or decreased by the difference in cost occasioned by such change and an appropriate change order shall be issued. -18- F-7 4/85 Section 00700 Page 19 3 ) The Contractor shall not make any substitution for any subcontractor or person or organization unless the substitution is acceptable to and approved by the Company in writing. 4 ) All subcontracts shall provide that subcontractors shall be subject to all provisions set forth in the Contract Occuments insofar as they are applicable to the work to be done under such subcontracts . If in the opinion of the Company the work of the subcontractor is unsatisfactory or unnecessarily delayed, or the subcontractor has violated any of the provisions of this contract, the Contractor shall immediately terminate the subcontract. 5) If the Contractor subcontracts in violation of this provision, the Company may, at its option, terminate this " contract and shall thereupon be relieved from all liability hereunder to the Contractor or his purported subcontractor. B. PAYMENTS TO SUBCONTRACTORS 1) The Contractor shall pay each subcontractor and material supplier, upon receipt of payment from the Company, an amount equal to the percentage of the payment allowed the Contractor on account of such subcontractor' s work less any applicable retainage for unsatisfactory work which has not been invoiced. The Contractor shall also require each subcontractor and material supplier to make similar payments to his subcontractors . 2) If the Company ' s Representative fails to issue a certificate of payment for any cause which is the fault of the Contractor and not the fault of a particular subcontractor, the Contractor shall pay that subcontractor on demand, made at any time after the certificate for payment should otherwise have been issued, for his work to the extent completed, less any applicable retained percentage. -19- g-7 4/85 Section 00700 Page 20 3 ) The Contractor shall pay each subcontractor a just share of any insurance moneys received by the Contractor under provisions herein and he shall require each subcontractor to make similar payments to his subcontractors . 4 ) The Company may, on request and at its discretion, furnish to any subcontractor, if practicable, information regarding amounts certified for payment on account of work done by such subcontractors. 5 ) The Company will . not have any obligation to pay or to see to the payment of any moneys to any subcontractor except as may otherwise be required by law. The Contractor agrees that he is as fully responsible to the Company for the acts and omissions of his subcontractors and of persons either directly or indirectly employed by him as he is for the acts and omissions of persons directly employed by him. ARTICLE 6 SEPARATE CONTRACTS A. COMPANY' S RIGHT TO AWARD SEPARATE CONTRACTS 1) The Company reserves the right to award other contracts to other contractors in connection with other divisions of work on other portions of the project and reserves to itself and other contractors the right of access to the project in connection with the performance of such other contracts . The contractors shall be scheduled into the construction method and the Contractor and the Company will coordinate the schedule. 2) When separate contracts are awarded for other divisions of work on or other portions of the project, "the Contractor" in the Contract Documents in each case shall be the Contractor who '" signs each separate contract. -20- F-7 4/85 Section 00700 Page 21 B. MUTUAL RESPONSIBILITY OF CONTRACTORS 1) The Contractor shall afford other contractors reasonable opportunity for the introduction and storage of their materials and equipment and execution of their work, and shall properly connect and coordinate his work with theirs . 2 ) If any part of the Contractor' s work depends for proper execution or results upon the work of any other separate contractors, the Contractor shall inspect and promptly report to the Company any apparent discrepancies or defects in such work that render it unsuitable for such proper execution and results. Failure of the Contractor so to inspect and report shall constitute an acceptance of the other contractor' s work as fit and proper to receive his work, except as to defects which may develop in the other separate contractor' s work after the execution of the Contractor' s work. 3 ) If the Contractor causes damage to the work or property of any separate contractor on the project, the Contractor shall, upon due notice, settle with such separate contractor by agreement. If such separate contractor sues the Company on account of any damage alleged to have been so sustained, the Company shall notify the Contractor of such proceedings . The Contractor agrees to indemnify and hold the Company harmless from and to pay or satisfy any judgment which may be entered against t_^.e Company in any such proceedings . The Contractor further agrees to reimburse the Company for any and all attorneys ' fees and court costs which the Company incurs incident to the defense of said claim. C. CUTTING AND PATCHING UNDER SEPARATE CONTRACTS 1) The Contractor shall do all cutting, fitting or patching of his work that may be required to fit it to receive or be received by the work of other contractors shown in the Contract -21- F-7 4/85 Section 00700 Page 22 Documents . The Contractor shall not endanger any work of any other contractors by cutting, excavating or otherwise altering any work and shall not cut or alter the work of any other contractor except with the written consent of and pursuant to such conditions as may be imposed by the Company. 2 ) Any costs arising from defective or ill-timed work shall be borne by the party responsible therefor. D . COMPANY'S RIGHT TO CLEANUP - If a dispute arises between the separate contractors as to their responsibility for cleaning up as herein otherwise provided for, the Company may undertake to clean up and charge the cost thereof to the separate contractors in an equitable manner determined by the Company. ARTICLE 7 MISCELLANEOUS PROVISIONS A. LAW OF THE PLACE - This contract shall be governed by the +• provisions of the laws of the state in which the work is to be performed. The Contractor shall comply at his own expense with any and all applicable provisions of the laws of such state as well as the provisions of all applicable federal and local laws . B. SUCCESSORS AND ASSIGNS - Neither this contract nor any of the proceeds hereunder shall be assigned by the Contractor without written consent of the Company. If the Contractor assigns or attempts to assign the contract or any of the proceeds payable hereunder without the written consent of the Company, the Company may, at its option, terminate the contract and shall thereupon be released from any and all liability hereunder to any and all persons, firms and corporations. Subject to this limitation of the Contractor' s right to assign the contract, the contract shall ' be binding upon the parties hereto and their respective heirs, -22- F-7 4/83 Section 00700 Page 23 personal representatives, administrators, executors, successors and assigns . C . WRITTEN NOTICE - written notice shall be deemed to have been duly served upon the Contractor if delivered in person or mailed by certified or registered mail to the Contractor' s on-the-job representative, or to the Contractor at the address shown in the Agreement. written notice shall be deemed to have been duly served upon the Company if delivered in person or mailed by certified or registered mail to the Company' s Representative as ' herein specified at the address shown in the Agreement. D. CLAIMS FOR DAMAGES - If either party to the contract shall suffer injury or damage because of any act or omission of the ot:.er party or of any of his employees, agents or others for whcse acts he is legally liable, claim shall be made in writing to such other party within a reasonable time after the first observation of such injury or damage. a E. PERFORMANCE BOND AND LABOR AND MATERIAL PAYMENT BOND 1) The Company, as part of the bid, may require the Contractor to furnish a good and sufficient performance bond and a labor and material payment bond, or either, of such bonds , each in the amount of the Contract Sum, with such corporate sureties as may be agreeable to the Company. The surety company writing such bonds must be licensed to do business in the state in which Ow the work is to be performed. If any such bonds are required by the Company, Contractor shall furnish such bonds in compliance with the provisions of this clause prior to commencing the work contemplated by the Contract Documents . The premium costs of any such bonds shall be borne by the Company and shall be billed directly to and in the name of the Company by the corporate surety or sureties on the bonds . -23- F-7 4/85 Section 00700 Page 24 2) The bonds shall be accompanied by a power of attorney substantiating the agent' s authority to execute the bond on behalf of the surety company. This power of attorney shall be certified as being in full force and effect as of the date of the bcnd. 3 ) No extension of the construction completion date shall be allowed for delays in furnishing satisfactory bonds hereunder, and if satisfactory bonds are not furnished promptly, the Company may terminate the contract without liability to the Contractor of any nature whatsoever. 4 ) No change in the work, the contract amount, or any time limitation expressed in the Contract Documents shall release the suety or sureties from their obligations under the bonds . F. COMPANY' S RIGHT TO CARRY OUT THE WORK - If the Contractor defaults or neglects to carry out the work in accordance with the Contract Documents or fails to perform any duty or obligation i=osed upon the Contractor by the Contract Documents, the Ccmpany may, after seven days written notice to the Contractor and without prejudice to any other remedy the Company may have, ;nate good such deficiencies . In such case, an appropriate change order shall be issued deducting from the payments then or "^ thereafter due the Contractor the cost of correcting such deficiencies, including the predetermined cost of the Architect' s additional services made necessary by such default, neglect or failure. If the payments then or thereafter due the Contractor on the Contract Sum tre not sufficient to cover the amount chargeable to the Contractor, the Contractor shall pay the difference to the Company. Any change order issued for such purpose and the amount to be charged to the Contractor shall be subject to the approval of the Architect. -24- F-7 4/85 Section 00700 Page 25 G. ROYALTIES AND PATENTS - The Contractor shall pay all royalties and license fees. He shall defend all suits or claims for infringement of any patent rights and shall save the Company : armless from loss on account thereof, except that the Company shall be responsible for all such loss when a particular design, process or the product of a particular manufacturer or manufac- turers is specified; but if the Contractor has reason to believe that the design, process or product specified is an infringement of a patent, he shall be responsible for such loss unless he promptly gives such information to the Company. H. TESTS AND INSPECTIONS 1) If the Contract Documents, laws, ordinances, rules, regulations or orders of any public authority require any work to �. be inspected, tested, or approved, the Contractor shall give the Company timely notice of readiness therefore and shall furnish the Architect certificates of inspection, testing or approval. L` such work required to be inspected, tested or approved is covered up without the prior written approval of the Company, it must, if directed by the Company be uncovered at the Contractor' s expense. Cost of all such inspections, tests or approval shall be borne by the Contractor unless otherwise provided. Work which pails to meet the requirements of any test, inspection or approval required by a public authority shall be considered defective; however, approvals by public authorities shall not relieve the Contractor from his obligations to perform the work in accordance with the Contract Documents . 2) If, after the commencement of the work, the Company determines that any work requires special inspection, testing or approval which is not included herein, Company may instruct the Contractor to order such special inspections , testing or approval. Upon receipt of such instruction, the Contractor shall give the Company timely notice of the date arranged for such -25- F-7 4/85 Section 00700 Page 26 purpose so that the Company may observe the inspection, testing or approval. If any work has been covered which the Company has not requested to observe prior to being covered, or if the Company considers it necessary or advisable that the covered work be inspected or tested by others, the Contractor, at the Company ' s request, will uncover, expose or otherwise make available for observation, inspection and testing that portion of the work in question furnishing all necessary labor, materials and equipment. If it is found that the work ordered specially inspected is defective or does not meet the requirements of the Contract Documents, the Contractor will bear all expenses of such uncovering, exposure, observation, inspection and testing and of satisfactory reconstruction, including compensation for additional professional services provided. If, however, such work is not found to be defective and meets the requirements of the Contract Documents, the Contractor shall, if he makes appropriate claim therefore, be allowed an increase in the Contract Sum or an extension of the contract time for losses directly attributable to such uncovering, exposure,observation, special inspection, testing and reconstruction. I . PUBLICITY AND ADVERTISING 1) The Contractor shall obtain the Company' s written approval before any information relating to the work is released to anyone other than employees of the Contractor, material suppliers and the subcontractors who require the information for the performance of their duties . No reference to the Company or to the work contemplated by the Contract Documents shall be made for any advertising done by or for the Contractor with respect to the work without prior written permission of the Company. News releases shall be made and project signs displayed only after receipt of specific written approval from the Company. -26- F-7 4/85 Section 00700 page 27 2) The Contractor shall not post any signs except those approved by the Company, and the Company specifically reserves the right to determine if signs shall be posted and the content and location thereof . Notwithstanding this provision, the Contractor shall provide legible printed signs listing emergency telephone numbers such as local fire and police departments , first aid stations on the job, local doctors, and ambulance service, and shall further place directional signs in conspicuous locations within the project, which signs shall show location of telephones, aid stations, fire extinguishers and emergency exits. The Contractor shall also post any appropriate warning signs . J. WAIVER AND ESTOPPEL - No waiver on the part of the Company or failure to exercise any option, right or privilege under the terms of the Contract Documents on any occasion or occasions shall be construed to be a waiver of any of the same or of any other option, right or privilege on any other occasion; nor shall the Company be estopped or precluded by any acceptance, certificate or payment from showing the true amount and character of the work performed, or from showing that the acceptance, certificate or payment was incorrectly or improperly made. The . Company, notwithstanding such acceptance, certificate or payment may recover from the Contractor any damages in any way sustained by reason of the Contractor' s failure to strictly comply with the requirements of the Contract Documents . Furthermore, the Company may recover any payment which may have been made to the Contractor in excess of those to which he is lawfully entitled, or which may have become excess for any reason whatsoever. K. ACCUMULATIVE REMEDIES - The enumeration of specific rights and remedies of the Company shall not be construed to deny the existence or the effect of, or to impair or diminish any other rights or remedies of the Company at law or in equity . -27- --7 4/85 Section 00700 Page 28 ARTICLE 8 TIME A. PROGRESS AND COMPLETION 1 ) The Contractor shall begin the work on the date of commencement as herein defined. 2 ) The Contractor shall expedite the work and complete it by the time herein set forth for completion. 3 ) The Contractor shall accomplish all work during normal working hours . However, when necessary to accommodate the Company' s operating requirements, the Company shall have the option to order any phase or phases of the work performed at times other than normal working hours or on weekends or holidays, in which event the Contractor will be paid in accordance with the Contract Documents for any extra cost for such work. 4 ) If, during the course of the Contractor' s work, the progress of the work, in the Company' s judgment, raises a doubt as to the ability of the Contractor to meet the specified completion date, the Contractor shall confer and cooperate with t^e Company in establishing a schedule for the work which will assure its timely completion. B. DELAYS AND EXTENSIONS OF TIME - Any delays in the completion of the work which are due to unforeseeable conditions beyond the control of the Contractor and neither caused nor contributed to ,. by the fault or the negligence of the Contractor, such as acts of God or of the public enemy, epidemics, labor disputes, fire, unavoidable casualties or unavoidable delays in obtaining equipment or materials may be cause for extending the date of completion. The Contractor, if he wishes to rely upon any of such causes for extending the date of completion, shall notify -28- F`-7 4/85 Section 00100 Page 29 the Company in writing within five days after the beginning of any such causes for delay. Unless the Contractor gives the Company the required written notice the Contractor shall have waived any extension of the date of completion. Upon receipt of such notice the Company shall determine whether an extension of the date of completion is justified and if so shall extend the date of completion for such reasonable time as the Company and the Contractor may determine. The Company shall have the option to deny the requested extension and agree to pay expenses incident to completion within the date of completion specified. T`•.e remedy provided for herein shall be in lieu of any claim against the Company for any damages to the Contractor because of any delay due to any causes enumerated herein. ARTICLE 9 PAYMENTS AND COMPLETION �,. A. SCHEDULE OF VALUES - The Contractor shall submit to the Company a schedule of values for all work contemplated by the Contract Documents . This schedule shall be broken down into such various portions of the work as the Company in its discretion may require and shall aggregate the total Contract Sum. Each item in ' the schedule of values shall include its proper share of overhead profit and other general charges . The Company shall provide a form for the schedule, and such form shall be used by the Contractor. As the job progresses, the schedule may be mutually revised or altered to reflect the actual conditions and values on the job. The schedule of values shall be used as a basis for the Contractor' s applications for progress payment, and no progress payment shall be due or owing until the schedule of values has been filed with and approved by the Company. -29- F-7 4/85 Section 00700 Page 30 B. PROGRESS PAYMENTS 1) Progress payments shall be payable as specified in the Agreement. The Contractor shall submit to the Company an itemized application for payment supported by such data substantiating the Contractor' s right to payment as the Company ' s Representative may require. The Contractor' s application for payment must be received by the Architect and the Company by the fifth day of each calendar month in order to assure payment on or before the thirtieth day of that month. The application shall be in a form as specified by the Company and shall be in duplicate. Each application shall, at the option of the Company, be accompanied by partial lien releases substantiating payment to all subcontractors, laborers and suppliers to the date of the application. 2) If payment is requested on the basis of materials and equipment not incorporated into the work but delivered and stored at the site or another location agreed to in writing, the application for payment shall be accompanied by such supporting data as the Company may require to establish the Company' s title to the material and equipment free and clear of all liens and encumbrances . The Contractor shall also furnish the Company such written supporting data as the Company may require to show that the materials and equipment are physically present and stored as claimed. The Contractor shall further furnish appropriate transportation receipts as the Company may require. ' 3 ) The submission of any application for payment by the Contractor shall constitute a warranty and guarantee by the Contractor that title to all work, materials and equipment covered by the application for payment, whether incorporated in the work or not, has passed to the Company upon payment, and shall be free and clear of all liens, claims, security interests or encumbrances. Nothing contained herein shall be construed to -30- F-7 4/85 Section 00700 Page 31 modify or amend the risks assumed by the Contractor anywhere in the Contract Documents . 4 ) All other provisions of the Contract Documents to the contrary notwithstanding, progress payments made by the Company for materials and equipment, whether incorporated in the work or 70 stored by the construction site or at some other location, and for the work itself, the Contractor shall replace all such material and equipment which may be damaged or injured from any cause whatsoever, and any work so damaged, without cost to the Company. 5) The Contractor shall, at his sole cost, provide means of suitably protecting and guarding materials and equipment stored at any location; provided that nothing in this paragraph shall relieve the Contractor from responsibilities for the risk of loss as otherwise provided in the Contract Documents . C. CERTIFICATES FOR PAYMENT 1) If the Contractor has made application for payment as above provided, the Company will, within ten working days after receipt of the application, approve or reject the application, in whole or in part. The Company shall certify to the Contractor for payment such part of the application as he may approve and state in writing his reasons for withholding certification as to much part of the application he may reject. A copy of the application with the Company' s actions noted thereon shall be returned to the Contractor. 2) No certificate for a progress payment, nor any progress payment, nor any partial or entire use or occupancy of the project by the Company shall constitute an acceptance of any work not in accordance with the Contract Documents. -31- F-7 4/85 Section 00700 Page 32 3 ) After the Company has issued a certificate for payment, the Company shall make payment in the manner provided in the Agreement. 0 . PAYMENTS WITHHELD 1) The Company in its discretion may withhold any payment either in whole or in part, to such extent as the Company may deem necessary to protect against: a) Defective work not remedied; b) Claims filed or reasonable evidence indicating probable filing of claims; c) Failure of the Contractor to make payments promptly to subcontractors or for labor, ;materials or equipment; d) Reasonable probability that the work will not be completed for the unpaid balance of the Contract Sum; e) Damage to other contractors; f ) Reasonable probability that the work will not be completed within the contract time ; and g) Unsatisfactory performance or prosecution of the work by the Contractor. 2) No progress payments shall constitute a waiver of the Company ' s right to withhold payment for any of the grounds stated herein, nor shall any progress payment estop the Company from recovering from the Contractor any money paid for work which subsequently proves to be defective or otherwise not in conformity with the Contract Documents . E. FAILURE OF PAYMENT - If the Company fails to pay the Contractor within ten days after the date established for payment under this Agreement any amount due in accordance with the Agreement, the Contractor may, upon five additional days written notice to the Company, stop the work. -32- F-7 4/85 Section 00700 Page 33 F. COMPLETION AND FINAL PAYMENT 1) Final acceptance shall be determined as follows : The C=ntractor shall give written notice to the Company five working days in advance of the proposed completion date stating that the wcrk will be completed on that date . On the proposed completion date, an inspection group consisting of representatives of the Ccntractor and the Company, architects and engineers will conduct a joint inspection of the building site. A list will be prepared fcr all incomplete and unsatisfactory items considered essential to the completion and use of the building. It is hereby Aw understood that the decision as to the satisfactory completion of tie whole job or as to whether any particular item is complete and satisfactory is reserved solely to the Company. When the Ccntractor feels that the items on the above list are satis- factorily corrected or completed, he will again give the Company ' five working days written notice of the satisfactory completion o: these items and another joint inspection shall be made. If additional inspections are necessary due to work still found incomplete or unsatisfactory, the above method shall be used for :::rther inspections until all items are satisfactorily completed. 2 ) Upon final acceptance of the work, the Contractor may prepare and submit his final application for payment in accordance with the Contract Documents . 3 ) The Contractor' s application for final payment shall be accompanied by all undelivered manufacturers ' maintenance and cperating instructions , schedules, guarantees , bonds, warranties, manufacturers ' guarantees and warranties, manufacturers ' documents, specifications, catalogs, bulletins and instructions, certificates of inspection and any other documents of any nature whatsoever which are required or provided for by the Contract Cocuments. The application for final payment shall be accom- panied by complete and legally sufficient waivers or releases of -33- F-7 4/85 Section 00100 Page 34 all liens, which lien waivers shall be properly executed by the Contractor, subcontractors, sub-subcontractors, laborers, suppliers and other third persons of any nature whatsoever who furnish labor and materials , equipment, supplies or services in the performance of the work contemplated by these Contract Documents, also contingent on the Contractor obtaining the necessary "certificate of occupancy . " The Contractor shall also submit his affidavit that all persons who have furnished labor, materials, equipment and services for which a lien could be filed or for which the Company or its property might in any way be responsible have been paid or otherwise satisfied. If requested by the Company, the Contractor shall also furnish a consent to final payment by surety, if any. If any lien is either imposed or remains unsatisfied after all payments are made, the Contractor shall, by bonding or otherwise, secure the prompt discharge of such lien or shall refund to the Company any expense which the latter may be compelled to incur in discharging such a liens, including all costs and reasonable attorneys ' fees. 4 ) The acceptance by the Contractor of final payment by the Company shall constitute a release and waiver of any and all claims whatsoever by the Contractor against the Company, provided, however, that acceptance of final payment shall not constitute a release or waiver of unsettled claims which had been presented to the Company in writing prior to the tender of final payment by the Company. 5 ) Proper completion of any and all requirements hereinabove set forth shall be a condition precedent to any final payment. G. PAYMENTS IN TRUST - All payments to the Contractor shall be considered to have been made in trust for the benefit of the Company and for the benefit of all persons having an interest therein by reason of labor, materials, equipment, suppliers or -34- --7 4/85 Section 00700 Page 35 services performed or furnished during the performance of the work. ARTICLE 10 PROTECTION OF PERSONS AND PROPERTY A. SAFETY PRECAUTIONS 1) The Contractor shall continuously maintain adequate protection of all his work from damage and shall protect Company ' s property from injury or loss arising in connection with the Contract. He shall make good any such damage, injury or loss, except such as may be directly due to errors in the Contract Documents or caused by agents or employees of the Company, or arises from or is caused by any of the perils or c--mbination thereof to the extent assumed by the Company in Article 4 hereof . He shall adequately protect adjacent property as provided by law and the Contract Documents . He shall provide and maintain all passage ways, guard fences, lights, and other facilities for protection required by public authority or local conditions . In an emergency affecting the safety of life or of the work, or of adjoining property, the Contractor, without special instruction or authorization from the Architect or Company, is hereby permitted to act, at his discretion, to prevent such t;:reatened loss or injury; and he shall so act if so instructed or authorized. Any payment properly due the Contractor on account of emergency work not implied or inferable by the Contract shall be paid for on the basis of the reasonable value of the materials furnished or work performed. 2 ) By way of illustration only and not by way of limi- tation, the Contractor shall, at his sole cost: -35- F-7 4/85 Section 00700 Page 36 a) Guard, secure and protect the work, all equipment, and all materials, whether incorporated into the work or in storage on or off the site, against damage from any cause whatsoever. b) Place and maintain barricades, lights, warning signs and any and all other protective devices necessary for the prevention of injuries and damages and for the protection of the work, persons and property. c ) Comply with all applicable laws, ordinances, rules, regulations, orders of any public authority, and codes relative to protection and safety of the work, persons and property. d) Provide the protection necessary to protect, prevent and guard against injuries , damages, losses or delays due to or contributed to by weather. e ) Provide the means, procedures and equipment in sufficient quantity and capacity to keep all areas free and clear at all times from moisture and water from any source whatsoever; lawfully dispose of water in such a manner as to cause no damage or injury to any portion of the work or to other property of the Company or to adjoining properties . f) In the event that it is required, fence the construc- tion site in a manner acceptable to the Company and in conformance with all local laws, ordinances , rules , regulations, and orders of any public authority . g) Assure that all persons on the construction site wear hardhats at all times . h) Provide construction ladders, ramps , walkways and stairs in accordance with applicable safety requ- lations . 3 ) By way of further illustration only and not by way of limitation, the Contractor shall, at his sole cost: -36- F-7 4/85 Section 00700 Page 37 a) Take precautions against the risk of fire. 0 b) Permit no fires to be built in or about any part of the construction site. c) Provide, locate, mount, conspicuously make and maintain free access to serviceable portable fire extinguishers in sufficient number and of the type recommended by the National Fire Protection Associates (NFPA) standards and any local or state laws, rules , regulations and ordinances. d) Use only heating devices operating on propane and OW bearing the appropriate Underwriters Laboratory Label; continuously supervise the use of such devices, and prohibit the use of stoves , salamanders, tar pots, or any other liquid petroleum, gas, gasoline, coal or woodburning devices . e) Prohibit the storage of and promptly remove all rubbish, debris, waste lumber or other inflammable material from the site. f ) Notify the Company and the Company ' s Representative before performing any cutting or welding operations and prohibit any such operations objected to by the Company . q) Place tanks for gas, welding or cutting work at such distance from the work as is necessary for safety and securely fasten and maintain them in an upright position. Such tanks shall be stored away from any combustible material and free from exposure to the rays of the sun and high temperatures . h) Prohibit the storage and preparation of gasoline, volatile substances or other matter having low flash points on the job site. i ) Prohibit the use or storage of explosives or explosive devices on or near the job site. -37- F-7 4/85 Section 00700 Page 38 j ) Install and conspicuously mark fire protection and water supply lines, mains, hydrants , standpipes and hoses as soon as construction begins and immediately place them under pressure and in service so that an ample water supply will be available for fire fighting purposes during the construction period. 4) By way of further illustration only and not by way of limitation: a) If property adjacent to the construction site is required by the Contractor or any of his subcontractors for storage of materials or for any other temporary use ' during the building operations , it shall be the Contractor' s responsibility to obtain permission from any adjacent property owner for the use of said property. The Contractor shall provide and maintain adequate protection for all adjacent properties, whether or not utilized by the Contractor, which may be affected by the work contemplated by the Contract Oocuments . b) all public ways within or adjacent to the project and affected by Contractor' s work, shall be maintained by the Contractor in such condition as to be used safely and with confidence by the public. B. EMERGENCIES - In the event of any emergency affecting the safety of persons or property, the Contractor shall act at his discretion to prevent damage, injury or loss . C. CONTINUITY OF SERVICE - The continuity of the Company' s- service ompany' s service is of paramount importance, and the Contractor shall at all times exercise the greatest care to prevent damage to the Iwo Company' s plant and shall not use any equipment or methods which -38- F-7 4/85 Section 00100 Page 39 might endanger or interfere with the Company' s service. Should �** the Contractor use any such equipment or methods, the Company may order all or any part of the work stopped. 0 . ACCIDENT REPORTS - The Contractor shall provide a written resort to the Company of any and all accidents whatsoever arising out of or in connection with the performance of the work, whether on or adjacent to the site, which causes death or personal injury ' or property damage. The report shall be furnished to the Company within five days of the occurrence. a�w E. RESTORAL OF PROPERTY - The Contractor shall restore all property which may be disturbed in the execution of the work to its former condition and to the satisfaction of any property owners or any governmental authority affected thereby . ARTICLE 11 INSURANCE A. CONTRACTOR' S LIABILITY INSURANCE 1) The Contractor shall take out, pay for, and at all times during the performance of the work hereunder maintain policies of insurance with companies approved by the Company and with coverage and minimal limits of liability as follows : a) Workmen ' s Compensation and Employer' s Liability Providing ( i ) statutory coverage under the Workmen' s Compensation and Occupational Disease Laws of the state where operations are being performed under this Contract and (ii ) Employer' s Liability coverage with a limit of $100, 000. b) Comprehensive General Liability Affording ( i) Bodily Injury Liability with limits of $300, 000 each occurrence and, where applicable, $300, 000 -39- F-7 4/85 Section 00700 Page 40 in the Aggregate and (ii ) Property Damage Liability with limits of $100, 000 each occurrence and $100, 000 in the Aggregate; such coverage to include: Products-Completed Operations, Broad Form Contractual Liability covering Liability assumed under Article 4A. of this Contract Contractor' s Contingent (Protective ) Liability with respect to work subcontracted by the Contractor, and coverage for the "explosion, collapse and underground property damage hazards" if the nature of the work is subject to hazards. c) Comprehensive Automobile Liability Affording ( i ) Bodily Injury Liability with limits of $100, 000 each person and $300, 000 each occurrence and ( ii) Property Damage Liability with a limit of $100, 000 each occurrence; such coverage to include Liability for the operation of owned, hired, and non-owned vehicles . Certificates , indicating such insurance to be in force and erect and providing that it will not be cancelled during the Merformance of the work under the Contract without thirty ( 30) days prior written notice to the Company, shall be filed with the Ccmpany prior to commencement of work hereunder; provided, however, that the Contractor shall at any time request file duplicate copies of the policies of such insurance with the Ccmpany . 2 ) The Company may require the Ccntractor at any time, and from time to time, during the life of the contract to obtain and maintain in force additional insurance with coverage or limits in Poo addition to those above described. However, the additional premium costs of any such additional insurance required by the Company shall be borne by the Company and the Contractor shall arrange to have such costs billed separately and directly to the Company by the insuring carrier or carriers. The Company shall -40- F-7 4/85 Section 00700 Page 41 be authorized by the Contractor to confer directly with the agent or agents of the insuring carrier or carriers concerning the extent and limits of the Contractor' s insurance coverage in order to assure the sufficiency thereof for purposes of the work performable under the contract and to assure that such coverage as a whole with respect to the work performable are coordinated rrvm the standpoint of adequate coverage at the least total premium costs . B. BUILDERS' RISK INSURANCE - The Company shall effect and maintain builders ' risk insurance, insuring against the risks of =ire, vandalism and malicious mischief and with extended coverage, upon all work, materials and equipment incorporated in VW the construction project and upon all materials and equipment on cr about the construction site intended for permanent use or incorporation in the project or incidental to the construction _hereof, the capital value of which is included in the cost of the work, but not including any contractors ' machinery, tools, equipment, appliances or other personal property owned, rented or -.:sed by the Contractor or anyone employed by the Contractor in the performance of the work. The insurance policy obtained by the Company for such purpose may include a provision for a deductible amount provided that, if such a provision is included, it is agreed that the Company itself shall be the insurer against the above mentioned risks (and only said risks ) for the benefit of all insured as hereinafter described to the extent of any loss •.:p to an amount equal to the deductible -amount. The insurance shall cover the interests of the Company, the Contractor, subcontractors and sub-subcontractors in the work. To the extent of the proceeds of the builders ' risk insurance, the Company, the Contractor, subcontractors and sub-subcontractors waive all rights against each other for damages caused by perils covered by such insurance, except as to the rights of the insurance proceeds. -41- F-7 4/85 Section 00700 Page 42 C. OTHER INSURANCE - The Company may purchase and maintain such other insurance as it may deem appropriate. No purchase of any insurance by the Company shall in any way be deemed to alter or r� amend the rights or responsibilities of the Company, the Contractor or any subcontractor or sub-subcontractors under the Contract Documents . ARTICLE 12 CHANGES IN THE WORK A. GENERAL 1) The Company may, without invalidating this contract or any bond issued hereunder, at any time or from time to time during the progress of the work, and without notice to sureties, require additions or alternatives to, or deductions or deviations from, or substitutions (collectively hereinafter referred to as "changes" ) in the work contemplated by the Contract Documents, the Contract Sum, the Contract Time, and Progress Schedule. If the changes result in alteration of the Contractor' s cost of performance, time or progress, the Contract Sum, time and progress shall be adjusted as provided herein . 2 ) The allowances, percentages and elements of cost set forth in this Article shall constitute the maximum amounts to via which the Contractor shall be entitled for extra work and shall be the sole and only adjustment for changes . No other percen- tages, allowances or elements of cost shall be allowed, and the Contractor shall have no right to compensation or damages for loss of profits , overhead, or any other loss or cost arising out of changes, nor any claim or cause of action therefor, except as expressly provided in this Article. Partial payments on account of increased compensation, if any, for changes will be made in the progress payments . -42- F-7 4/85 Section 00700 Page 43 3 ) It is the Contractor' s responsibility to notify his surety or sureties of any changes affecting the general scope of the work or change in the Contract Sum. The amount of the applicable bonds shall be adjusted accordingly. The Contractor shall furnish proof of such adjustment to the Company promptly after receipt of the change order. B. CHANGE ORDERS 1) Changes in the work, the Contract Sum, Contract Time and Progress Schedule shall be made only by a Change Order in writing specifying what changes are to be made. 2 ) Except as hereinafter provided, the Contractor shall not commence any work covered by a change order until the Company and Contractor have first agreed upon the adjustment. 3 ) Additional work performed by the Contractor without a change order will not entitle him to an increase in the Contract Sum nor to any extension in the date of completion or progress Alm schedule . 4 ) Notwithstanding any provisions contained herein to the contrary, the Contractor, in an emergency immediately affecting the safety of persons or property, without special authorization from the Company, may act at his discretion to prevent injury or damage and the Contractor shall so act as if instructed to do so by the Company. Any compensation claimed by the Contractor for actions necessitated by the emergency shall be determined in the manner provided for herein, except that the failure of the Contractor to obtain a written order prior to the performance of such emergency work shall not affect his right, if any, to extra compensation. ,wM -43- -_7 4/85 Section 00700 Page 44 C. ADJUSTMENT OF CONTRACT PRICE 1) The Contractor shall, before commencing work pursuant to a change order, submit to the Company a proposal for adjusting s. the Contract Sum to accomplish the change as described by the change order. The proposal shall include the Contractor' s estimate of time to be deleted from or added to the progress schedule, if any. The proposal shall be broken down by trade and by labor and material. If the Contractor' s proposal is accepted in writing by the Company, the Contractor shall proceed with the change, and the Contract Sum, time and progress, shall be adjusted in accordance with the proposal . 2 ) If the Contractor' s proposal is not acceptable to the Company, the Contractor shall, if so directed in writing by the Company, proceed with the changes as described by the change order, and the contract shall be adjusted as follows : ' a) For changes involving reductions in cost, the Contract Sum shall be reduced by the net savings in cost of the change determined as hereinafter set forth. b ) For changes involving additional costs, the Contract Sum shall be increased by the net additions in cost of the change, determined as hereinafter set forth, plus a fee no greater than that percentage of the net additions in cost which is designated in Article 3 of the Agreement between the Contractor and the Company. c ) For changes which affect the time of performance by the Contractor of his work under the contract, such reasonable additional time or lesser time as may be required shall be determined by the Company after consultation with the Contractor. 3) In determining the net savings in cost or the net additions in cost of a change authorized by a change order, only -44- F-7 4/85 Section 00700 Page 45 the savings in cost or additions in cost of the following items and no others shall be considered: a) Payroll wages paid for labor employed at the Sob site . b ) Costs of materials , equipment and supplies which become an integral part of the work and costs of materials , equipment and supplies which do not become a part of the work but which are consumed in accomplishing the work, including those of subcontractors and applicable sales taxes and costs of transportation but excluding costs of small tools . c) The rental costs of equipment used on the job at prevailing rental rates . 4 ) In the determination of costs enumerated in subparagraph 3 ) a) , b ) and c ) above, the additional costs incurred by the Contractor shall be supported and evidenced by appropriate invoices , vouchers , cer-- fied statements or other documents . ARTICLE 13 CORRECTIONS OF WORK A. UNCOVERING OF THE WORK - In case any uncovering of the work shall be deemed appropriate by the Architect or the Company' s Representative the same shall be accomplished in accordance with t=e provisions herein applicable to tests and inspections . H. CORRECTION OF THE WORK 1) The Contractor shall promptly remove, repair, replace or otherwise correct any or all work rejected by the Architect or the Company' s Representative without regard to the state of completion and without regard as to whether or not fabricated or installed on the job. The Contractor shall also bear the cost of correcting the work of any separate contractor or subcontractors -45- F-7 4/85 Section 00700 Page 46 destroyed or damaged by such removal, repair, replacement or correction . If the Contractor fails to promptly complete any removal , repair, replacement or correction for which he is responsible , the Company may, at its option, either directly recover from the Contractor the cost of the same, including storage and removal costs, and the damage, if any, resulting therefrom, or deduct such costs from any amount otherwise due or to become due under this contract. The contract completion date shall not be extended because of any delay caused by the Contractor' s poor or defective workmanship, or failure to supply labor and/or materials which conform to the requirements of the Contract Documents . If any part of the Contractor ' s work depends for its proper execution or end result upon the work of any other contractor or supplier, the Contractor shall inspect and promptly report in writing to the Company any defect in the work that renders it unsuitable for proper execution or end result, and thereafter the Contractor shall not proceed with any phase of the work until authorized to do so by the Company in writing. 2 ) The Company may, at any time, remedy any material cmi.ssion or deficiency in the work, and may deduct the cost and damages thereof from any payment otherwise due or to become due ::he Contractor . 3 ) Neither final payment nor partial or entire use or occupancy of the premises by the Company shall be construed as an acknowledgment by the Company that the work has been done in accordance with the terms of the Contract Documents , nor shall the same relieve the Contractor of liability or responsibility for faulty materials or workmanship or any breach of the Contract Documents . 4) If within one year after the date of final payment or within such longer period of time as may be prescribed by Law or -46- F-7 4/"85 Section 00700 Page 47 by the terms of any applicable special guarantees provided for by the Contract Documents , any of the work is found to be defective or not in accordance with the Contract Documents , the Contractor s^all promptly correct the defective work after receipt of a written notice from the Company to do so . The Company shall give such notice within a reasonable period after the discovery of the condition. 5) The obligations of the Contractor under this paragraph shall be in addition to and not in limitation of any obligations which may be imposed upon him by any special guarantees or by the Contract Documents, or which may be otherwise implied by law. C . ACCEPTANCE OF DEFECTIVE OR NONCONFORMING WORK - The Company may accept defective or nonconforming work instead of requiring low :..s removal and correction, upon the condition that the Contractor shall pay the Company an appropriate amount for damages and compensation as is mutually agreed upon by the Company and Contractor . ARTICLE 14 RIGHT TO SUSPEND OR STOP THE WORK The Company may, at any time, suspend or stop all or any cortion of the work. Suspension and stoppage of the work shall not relieve or release the Contractor from the obligation otherwise to perform the work in accordance with the Contract Cocuments with the exception of timing. Upon being notified of the suspension or work stoppage, the Contractor shall immediately take such steps as may be necessary to protect the work, materials and equipment and to eliminate, reduce and minimize costs . any extension of time for completion shall be applied for and automatically granted if work stoppage is caused by the Company . If the Contractor incurs additional costs as a result -47- F-7 4/35 Section 00700 Page 48 of a suspension or work stoppage ordered by the Company, the Company shall pay the Contractor therefor unless the suspension or work stoppage was caused or contributed to by the Contractor. ARTICLE 15 TERMINATION A. TERMINATION FOR CONTRACTOR' S DEFAULT 1) Upon seven days prior written notice to the Contractor, the Company may, without prejudice to any other right or remedy, terminate the services of the Contractor and enter upon and take possession of the construction site and the work and of all materials , equipment, tools and machinery thereon owned by the C=ntractor and may proceed with the completion of the work as c=-templated by the Contract Documents by whatever method deemed expedient upon the occurrence of any of the following events , wtich shall be deemed a default by the Contractor hereunder: a) The Contractor is adjudged bankrupt or insolvent. ON b ) The Contractor makes a general assignment For the benefit of his creditors . c ) A trustee or receiver is appointed for the Contractor or For any of his property . d) any petition by or in behalf of the Contractor is filed to take advantage of any debtors ' act or to reorganize under the bankruptcy or similar laws . e ) The Contractor, in the judgment of the Company, refuses or fails to supply a sufficient number of skilled workers or suitable materials or equipment for performance of the work. f ) The Contractor fails to make prompt payments to subcontractors or for labor, materials or equipment . g) The Contractor disregards laws , ordinances, rules , regulations or orders of any public authority . -48- --7 4/85 Section 00700 Page 49 h) The Contractor disregards the authority of the Company. i ) The Contractor otherwise violates any provision of the Contract Documents . yew Z ) The cost of such completion by the Company in the event of a termination based on the occurrence of any of the conditions specified in subparagraph 1) above shall be deducted from the unpaid balance, if any, then due the Contractor under the Contract Documents , and the Contractor shall not thereafter be entitled to recover further payments until the work shall have been duly performed. If the ultimate cost of such completion by the Company is in excess of the unpaid balance, the Contractor shall reimburse the Company in the amount of such excess . B. TERMINATION OTHER THAN FOR CONTRACTOR' S DEFAULT 1) The Company may terminate this contract at any time, in the Company ' s discretion, even though no event has occurred which A. constitutes a default by the Contractor hereunder, by the giving of written notice to :he Contractor, at least ten days prior to the effective date of termination specified in such notice and _he Contractor shall ( a) terminate all orders and subcontracts c:%argeable to the performance of this contract, which may be erminated without costs ; (b ) terminate and settle, subject to approval of the Company, other orders and subcontracts where the cost of settlement will be less than costs which would be incurred if such orders and subcontracts were to be completed; and (c ) transfer to the Company, in accordance with the Company' s directions , all materials , supplies , work in process, facilities, equipment, machinery or tools acquired by the Contractor in connection with the performance hereof and for which the Contractor is reimbursed hereunder, and all plans, drawings, working drawings , sketches , specifications and information for use in connection therewith. The Contractor shall, if directed by the Company and to the extent stated in the notice of -49- F-7 4/85 �• Section 00700 Page 50 termination, do such work as may be necessary to preserve the work in progress and to protect material, plant and equipment on the work or in transit thereto. 2 ) Upon termination of this contract in accordance with the provisions of the � preceding paragraph and upon compliance by the Contractor with such provisions, the Company shall pay the 00 Contractor in full discharge of all obligations under this contract without duplication and only for (a) such portion of the work as the Contractor and his subcontractors shall have completed; plus (b ) the cost to the Contractor of materials which have been delivered to the construction site up to the effective date of termination but which have not yet been incorporated Into or been consumed in performing the work; plus (c ) the cost to the Contractor of undelivered materials planned for use in perfor- mance of this contract for which bonafide, irrevocable orders have been placed by the Contractor prior to the effective date of termination and which have not been terminated and settled hereunder, provided that such materials are delivered to the Company within a reasonable period after the effective date of termination; plus (d) the cost to the Contractor of termination and settling orders and subcontracts in accordance with this provision; plus (e ) the cost to the Contractor of complying with the Company ' s directions relative to the preservation of the work in progress and the protection of materials , plant and equipment on the work or in transit thereto; and reduced by ( f ) the sum of all amounts previously paid to the Contractor under this contract. The amount to be determined as payment for any such completed portion of the work shall be that amount which bears the same proportion to the full Contract Sum as the completed portion of the work, which shall be determined by the Company, bears to the entire work provided for in this contract; provided, however, that if the Agreement provides for "cost plus" payment to the Contractor the amount to be determined as payment for any such completed portion of the work shall not exceed the Cost of the Work and corresponding Contractor' s fee for costs theretofore actually incurred by the Contractor which are reimbursable to the * Contractor as provided in the Agreement. Upon any such F-7 -50- 4/85 Section 00700 Page 51 termination, "cost to the Contractor" as used herein shall include field and home office expenses directly applicable to the contract and not otherwise reimbursed hereunder; however, the Company shall not be obligated to pay the Contractor for anticipated profit on any portion of the work not completed. The sum of all amounts -payable under this provision, plus the sum of all amounts previously paid under this contract shall in no event exceed the total Contract Sum. Such costs and expenses shall be subject to audit by the Company. 3 ) In any and all subcontracts entered into between the Contractor and his subcontractors and in any and all other commitments and obligations which the Contractor may undertake or incur, all in connection with the work under this contract, appropriate provisions shall be made to insure the most reasonable terms , in the event of termination of the contract by the Company, consistent with the provisions herein contained. 4 ) The provisions hereof shall not be deemed to limit the remedies granted to the Company by the contract, or otherwise . ARTICLE 16 CONTRACTOR' S RIGHTS UPON BREACH BY THE COMPANY A. RIGHT TO O;UMAGES AS EXCLUSIVE - Except for the Contractor ' s right to stop the work for failure of payment as specified in Paragraph E of Article 9, the Contractor agrees that he can absolutely be compensated by money damages for any breach of this Agreement which may be committed by the Company, and the Contractor agrees that no default, act, or omission of the Company shall constitute a material breach of the Agreement entitling the Contractor to cancel or rescind this Agreement or to suspend or abandon performance. The Contractor further waives any and all rights and remedies to which he might otherwise be entitled because of any act or omission of the Company, saving only his rights to money damages . -51- a F-7 4/85 Section 00700 Page 52 B. CONSEQUENTIAL DAMAGES - Contractor shall have no rights to consequential damages by reason of the Company ' s breach of this Agreement or any acts of the Company under this Agreement, and the Contractor hereby waives any and all rights to consequential damages . -52- F-7 4/85 Section 00700 Page 53 ATTACHMENT NO. 1 The loss or damage assumed by the Company as set forth in Article 4 of the General Conditions ( the "loss" ) arising from or caused by the hereinafter described perils is defined and limited as follows : A. FIRE AND LIGHTNING: ( 1) Electrical Apparatus Clause: The Company assumes no loss resulting from any electrical injury or disturbance to electrical appliances , devices , fixtures or wiring caused by electrical currents artificially generated unless fire ensues and, if fire does ensue, the Company shall be liable only for :.oss caused by such ensuing fire. ( 2 ) Nuclear Clause: The word "fire" is not intended to and does not embrace nuclear reaction or nuclear radiation or radioactive contamination, all whether controlled or •,ncontrolled, and loss by nuclear reaction or nuclear radiation or radioactive contamination is not intended to be and is not assumed by the Company, whether such loss be direct or indirect, =roximate or remote , or be in whole or in part caused by, contributed to or aggravated by "fire" or any other perils referred to in the General Conditions ; however, subject to the oregoing, direct loss by "fine" resulting from nuclear reaction cr nuclear radiation or radioactive contamination is assumed by =he Company . B. WINDSTORM AND HAIL - Does not include loss caused directly or indirectly by ( 1) frost or cold weather, or ( 2) ice (other than hail ) , snowstorm, waves , tidal wave, high water or overflow, • all whether driven by wind or not. F-7 Att. 1, Page -1- 4/85 Section 00700 Page 54 C. EXPLOSION - Includes loss resulting from the explosion of accumulated gases or unconsumed fuel within the firebox (or the * ccmbustion chamber) of any fired vessel or within the flues or passages which conduct the gases of combustion therefrom. Electrical arcing, water hammer, and the bursting of water pipes are not explosions within the meaning of this peril . 0. RIOT, RIOT ATTENDING A STRIKE AND CIVIL COMMOTION - Also includes direct loss by acts of striking employees of the Company or tenant (s ) at or contiguous to building site locations while occupied by said striking employees , and direct loss from pilferage and looting occurring during and at the immediate place of a riot or civil commotion. E. AIRCRAFT AND VEHICLES - Loss by aircraft or by vehicles shall include only direct loss resulting from actual physical contact of an aircraft or a vehicle with the work or building under construction, except that loss by aircraft includes direct loss by objects falling therefrom. The term "aircraft" includes r=ckets , missiles, power trains , and space vehicles . The term "vehicles" means vehicles running on land or tracks , but not aircraft. The Company assumes no loss ( a) by any vehicle owned or operated by the Contractor and or any subcontractor, (b ) by any vehicle to fences, driveways, walks or lawns, or (c ) to any aircraft or vehicle, including contents thereof . F. SMOKE - Means the sudden and accidental discharge of smoke from other than fireplaces , industrial operations or agricultural smudging. G. VANDALISM AND :MALICIOUS MISCHIEF - :Means the willful and malicious physical injury to or destruction of the property covered, but does not mean any loss by pilferage, theft, burglary F-7 Att. 1, Page -2- 4/85 Section 00700 Page 55 or larceny except loss by willful or malicious physical injury to or destruction of structures covered. This coverage includes damage to or destruction of insured property done secretly by a foreign enemy or agent of any government (de facto or otherwise) and not in connection with ocerations of armed forces in or against the country where locations covered are situated. " H. FIRE PROTECTION SYSTEM LEAKAGE - Means ( 1) Leakage or discharge of water or other substance from within any part of a fire protection system, ( 2 ) collapse or fall of any tank, Including component parts and supports thereof forming part of any fire protection system and ( 3 ) damage or destruction to the fire protection system due to freezing. Liability is also assumed for the cost of restoring the damaged portion of the fire protection system, except that liability for restoring the damaged portion is limited to the cost of restoring only that portion from which the water or other substance causing the damage or destruction was discharged. The term "fire protection system" includes tanks , grater :rains , piping, hydrants, valves , fittings , pumps , and any other equipment whether used solely for fire protection or jointly for fire protection and other purposes but shall not include ( 4 ) branch piping from a joint system where such branches are used entirely for purposes other than fire p-otection, ( 5 ) any underground water mains or appurtenances located outside of locations covered and forming a part of a public water distribution system and ( 6 ) any pond or reservoir in which water is impounded by a dam. w�► � . MOLTEN MATERIAL - Means direct loss caused only by heat from molten material accidentally discharged from equipment with liability excluded for damage to or recovery of discharged F-7 Att. 1, Page -3- 4/85 Section 00700 Page 56 material and the cost of repairing any fault permitting such accidental discharge. .;. SONIC BOOM: deans direct loss caused by sonic shock waves generated by aircraft. .n any and all claims against the Company or any of the agents or employees , by any employee of the Contractor, any subcontractor, anyone directly or indirectly employed by them, or anyone for ::hose acts any of them may be liable, indemnification obligations -ander the Contract Documents shall in no way be limited by the :Imitation on amount or type of damages, compensation or benefits sayable by or for the Contractor or any subcontractor under any •.:orker' s compensation act, any employer liability acts or other employee benefit acts . The Contractor' s liabilities , responsibilities and obligations to indemnify shall not limit or supersede any of the Contractor' s ether liabilities , responsibilities and obligations to indemnify either at law or under the Contract Documents . F-7 Att. 1, Page -4- 4/85 Section 00800 Page I SUPPLEMENTARY CONDITIONS OF THE CONTRACT FOR CONSTRUCTION ARTICLE I GENERAL PROVISIONS 1 . 1 Licensing : The General Contractor shall be duly licensed to perform work in the state and local area that the Project is located in . The General Contractor shall have all licenses applicable for the completion of the project . Upon +► request , the General Contractor shall be prepared to produce copies of the appropriate licenses required to perform the work . END OF SECTION 4PPLICATION AND CERTIFICATE FOR PAYMENT AIA 0001MCNT 6702 tinstructions on .. 10 (OWNER): PI(C)VA: APPLICAHON NO: r�... I I()WNI R I'IR►t)1) d(); I IAR( Itltlt I I (( ONIRA( I()R IROM (CONTRACTOR): VIA IARCHlT(C1): ARCHITECTS (. PROTECT NO: ( I CONTRACT FOR: CONTRACT DATE: is made for Payment, as CONTRACTOR'S APPLICATION FOR PAYMENT Corntnuat on Sheet, AIA Document G703,risrelowatta(he, ind unnectiton with the Cuntratt. (HANG( ORDER SUMMARY 1. ORIGINAL CONTRACT SUM ....................... $ Change Orders approved in ADDITIONS DEDUCTIONS 2. Net change by Change Orders ..................... $ previous months by Owner 3. CONTRACT SUM TO DATE{Line 1*2).............. $ TOTAL C TOTAL COMPLETED&STORED TO DATE............ (Column C; on G703) Approved this Month S. RETAINAGE; Number [late Approved a. ____ % of Completed Work $ (Column D+ f on G700 b. ____ % of Stored Material (Column E on 6703) Total Retainage (Line 5a+51)or TOTALS lotad in Column I of 6703} ..................... S — __.-�-_ _ - .-.- Net change by Chane Orders 6, TOTAL EARNED LESS RETAINAGE ................... $ the undersigned Contractor certilies that to the best of the Contras tur's knowledge, (Line A less I ine 5 Total) information and belief the Work covered by this Application fur Payment has been 7. LESS PREVIOUS CERTIFICATES FOR c unrpleted in accordance with the Contract Documents,that all amounts have been PAYMENT (Line 6 from prior Certilicate) pair{ by the Contractor for Work for which previous Certificates for Payment were 8. CURRENT PAYMENT DUE .......................... issued and payments received from the Owner, and that current payinelri .shown 9. BALANCE TO FINISH, PLUS RETAINAGF............. S _ herein is now clue. (Line 1 less Line 6) CONTRACTOR: State of; County of: u Subscribed and sworn to before me this day of l9 U i rD Notary Public: tiy: Date: ._.. ____ — _ _ My Commission expires: AMOUNT CERTIFIED............ ARCHITECT'S CERTIFICATE FOR PAYMENT ..................... S _.. ____ _ (Attach explanation if amount certified diffcrs horn the amount appht-d for) "rdam a with the C:ontracl Documents,based on on-site ubsemat,uns and Ihv ARC:I II IWI: the above application,tl,e Arc hitec i certilies t„flit,Owner that to the _%wletdge,information and belief Ihc Work has progresst-d as BY: in a(vordance with Ihc (`ontrat t Do(ilinrnts'and )his C:eruUt ate is not negotiable. Ehe AMC)UNI CERI11If 1) is payable only Io it Ah(()UN I ( I R 11111 D. Conlrat tot named herein.Issuance,payoravtt and at c eptam e of payment are%%illi, prepudice ice any rights of the Owner or (untrat[or under Iles Comiac I. CONTINUATION SHEET A/A 0000WNT G703 (Instructions on revers, AIA Document C702,APPIICA]ION AND CERTIFICA]t FOR I'AYMLNT, containing APPLICATION NUMBER. Contra(lor's signed Certification is attached. APPLICATION DATE: In tabulations below,amounts are stated to Ilie nearest dollar. PERIOD 20: Use Column I on Contracts where variable retainage for line items may apply, ARCHITECT'S PROJECT NO: T__ t A B C t) E f G t1 I ITEM DESCRIPTION Of WORK SCHEDULED WORK COMPLETED MATERIALS TOTAL % BALANCE RETAINAGE NO, VALUEREVtOUS TttI5 P€RtOD PRESLNTtY COMPLETED (G;C) TO IINISH (ROM t' APP(IRtVI N STORED AND STORED IC-G) (1)+EI (NOT IN TO DATE DORS) (D+E)f) I I w ami MC+ ry c Section 01032 CHANGE ORDER CHANGE ORDER NO. DATE PROJECT LOCATION (CITY & STATE) The following changes are authorized and accepted subject to terms and conditions of the Contract Documents: The Contract Sum shall be ( increased) (decreased) by the following amount: $ �. Recapitulation: Original Contract Sum. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ Net Change Resultin4 From Previous Change Orders. . . . . . . . . . $ Contract Sum Immediately Prior To This Change Order. . . . . . . $ Change Resulting From This Change Order. . . . . . . . . . . . . . . . . . . $ New Contract Sum Including This Change Order. . . . . . . . . . . . . . $ The Contract time shall be (extended) (shortened) by the following number of days : O CONTRACTOR BY BY TITLE TITLE ARCHITECT Section 01033 LIEN WAIVER The undersigned hereby acknowledges payment in full for all labor, services, machinery, tools and materials furnished on or prior to , 19 in connection with the construction of improvements on the following described property of BellSouth Mobility Inc. hereinafter called Company: Project: Address: Legal Description: County of State of For valuable consideration the undersigned hereby releases the Company and the above-described property from all claims whatsoever for such laLor, services , machinery, tools and materials furnished on or prior to the date above stated and waives all lien rights therefore. Dated this day of 19 8 By Title Section 01034 CIATIFICA►rE Of "SUTANC! ISSUED TO Page I 9ELLSGUrit *a!(t.lry 14C T194 IS TO CIATU1' THAT Y 1 �t t+aa 'ssr.eO a polc'f a petted** d Inswane* u dtwtbed b*io� ant tdenuned b� a pe+tcy nvn+04► to u+o tnwrsi 0atned Roto. 1,•, •,♦; awd to Corny lt+at Such ptsticy sr ;*dve ais% and the carnNe a* raundot Jvo to tun end d ed ect at s,s un+s wp t* ire to•« limts of 114211ity noreinaltaM Hated: 1• X X" "YY twee. d �.....� I•rMu.4 rrw locttion and Oesarlpti0n ad wont ( Op«aboela :Oretsd 0y Uhl C01/li-Cat4:UWSe irtlude, iddrrii of Sab blSp,^verlepA oft) � a tNSUR.Ws1; t0t1GlES 1N fCRCt , ftnth urti � tl•MwA t. worti:.n • Corrp401a:ion " Dateta► statutory ///ii/�//��r/�r; and L-afdy«s' Wbtaty (bf ! 100 Cof"v,w nal• Gonorat ! 300 .0,:0 (a1 Each Occwtoneo S 100 .DOC t}4e1161T " " : 0 OW lel •1gregale _ S too .� is. /rlsevcts ! c4molued " ! 300 .OW IS) EAeh Oecurr«1e:e i 100 .� C;0fatione " ! 300 400 b) A-9gregate ! too .' 0. c4mrav%sw L+abltlty " ! 300 A00 (a) Each Occurrence S 100 .� (Ass1.rt+4d ey Insureel ; 100 .CM tel IgesqAte S C. C;,-tractor t c4mllns'sim ! 300 .=a (al Each Cccurranco S 100 •� 01•vtecsi.el y " " t3 g 000 lel rt-Ste fTeo000 S, camo•Mepti+s " ! 250 ON (a) Each /ersow L(Auteeroeb-4 t.,101ti?Y "- = S00 .040 (e1 Each Oewrrenea S 140 ow-td, Mlrtd and 1- "dlt on to tAe SOOVO &Ad as 104CA.1ed Oe►ew (f VO of No). MIS it to COROT Mat: a ttS•R 1 at wvkmens :4m;tnsatlon cavvaaa include! state w"tte work Otie��:''rtt d2SGrl4td Sbart art iocaled S. ..,d Avto t.;seirly ca.on occurraneo tpr tieClly Inlwy ar•i ►•eCt•y Oa-Jga (ytt No—l. e. 1, -"ry aiswmodyby Ins.,rA under Cont►aet mum 1t115outh sobilitr int-------------------(t+olo nuT ea• p•_.i%444 1i "vete.: (yes-L Ne_.1. 4. h10696-17 for damago to property caused by btastino or explosion Or eouapsi at. Or V-1-64 injury 10 any zr J:r.a.r1 of damp* to arty pop" b-..2+ tele sumac,@ of 040 +;turns Is included :A toss;: (XCU ►ut.t431 (yet- . NoJ•• The btsur2ece C40MVSAI agrees that, DOW to :omplelien of mt War% Opofatiams doscr:tad s0o.o. 11004 of lb-I sbo.. „+ perie:r ,.;1t be canesned. to"" M alt-3,004 to lapse wow thirty (301 day$ pr.a it:sn notice has 54401 ii-.-A to BELLSOUTH MOBILITY 5§00 Glenridae Drive Suite 600 Atlanta, GA 30342 _ The tnsura0eo Camp 0-Y. it rea+est _�Q+(I a9rgot to dgfifw «++*�0 tan (101 data a esrartd Copy of any of tpb. poli::,& Cescribed aaove a Be l l SOUL Ct D1 (1 Lel, Inc. at tre stet* addrJsa. left.-.1 at a-.ate/M r.p•..r�..�!' a C;,1rs;v XCj oar•is : ; a sol) ospiu'. re':. td tat t-a work Oov,v.:-S tow-bed 01-1. S=:71:'l ."..40 ,i-,CP :FAWINGS , ;-;C10UC7 „Ain AND SAMPLES Page 1 SECTION 01340 - SHOP OP.AW INGS , P90OLCT DATA AND S,",MPLES PART I - GENERAL 1.1 DESCRIPTION OF WORK Submit shop drawings, product data and samples as required by various Sections of the Specifications. 1.2 QUALITIY ASSURANCE A. Shop Orawings (1) Drawings shall be presented in a clear and thorough manner. (2) Details shall be identified by reference to sheet, detail , schedule, or room numbers shown on Drawings. S. Product Data (1) Preparation (a) Clearly mark each copy to identify pertinent products or models. , (b) Show performance characteristics and capacities . (c) Show dimensions and clearances required. (d) Show wiring or piping diagrams and controls . (2) Manufacturer's standard schematic drawings and diagrams . (a) Modify drawings and diagrams to delete information that is not applicable to the work. (b) Supplement standard information to provide information specifically applicable to the work. C. Samples (1) Office samples shall to of sufficient size and quantity to clearly illustrate: (a) Functional characteristics of the product with intersrally related parts and attachment devices. (b) Full range of color, texture , and pattern. (2) Field samples and mockups (a ) Provide material for erection at obsite , FOS oWsite. 0134C-1 �C'. .'u n V.. SHOP CRA''I;iGS , PRCCUCT AND SAMPLES Page 2 (3) Contract identifications. (4) Names of: (a) Contractor and subcontractor(s ) if applicable (b) Supplier (c) Manufacturer (5) Identification of product with the Specification Section number. (6) Field dimensions, clearly identified as such. (7) Relation to adjacent or critical features of the work or materials. (8) Applicable standards, such as ASTM or Federal specification numbers. (9) Identification of deviations from Contract Documents. (10) Identification of revisions on resubmittals. (11) An 8-in. by 3-in. blank space in lower- right-hand corner for review stamps. 0. Resubmission requirements (1) Make any corrections or changes in the submittals required by the Architect and resubmit until accepted and marked 'Furnish as Submitted" or 'Furnish as Corrected• . (2) Shop drawings and product data. (a) Revise initial drawings or data , and resubmit as specified for initial submittal . (b) Indicate any changes that have been made , other than those requested by the Architect. (3) Samples : Submit new samples as required for initial submittal . E. Distribution (1) Distribute reproductions of approved shop drawings and copies of product data to affected subcontractors and retain one copy for use at the jobsite. (2) O.istribute approved samples as directed. Imp SECT10 0.340 _ 5-0P rl,rwl`1u.� , lll.�UL+ rn n AND SAMPLES Page 3 F. Architect Duties (1) Review submittals with reasonable promptness and in accordance with schedule. (Z) Affix stamp and initials or signature , and indicate requirements for resubmittal or acceptance of submittal . (3) Return submittals to the Contractor for distribution or for ' resubmission. PART II - MATERIALS Not used. PART III - EXECUTION Not used. ENO OF SECTION C124C•3 Section OZZ00 Page I SECTION OZZOO EXCAVATING, FILLING AND GRADING PART I - GENERAL 1.01 RELATE] 00CUMMS The general provisions of the contract apply to the work specified in this section. 1.CZ DESCRIPTION OF WORK A. The extent of excavation, filling and grading is indicated an the arawings. A sail report is available from the Owner for review. S. This section also applies to preparation of subgrade for slabs and pavements. C. This contractor shall also clear site of trees, shrubs and grass as required for construction and site development indicated on site plan. 0. Trees that are to oe removed from the site are property of the Owner and disposal should be coordinated with the Owner prior to removal . 1.03 GENERAL' REOUIREMENTS A. Prior to construction of base course, the previously constructed subbase snail be inspected for adequate compaction and surface tolerances. Any ruts or soft yielding spots in the subbase -and any deviations of the surface from requirements shall be corrected by loosening, removing unsatisfactory material and adding approved material , reshaping and recompacting the affected areas. a. Site Information: Data in sail report an indicated subsurface conditions of the area are not intended as representations or warrants of continuity of such conditions at the site of the project. It is expressly understood that Owner will not be responsible for interpre- tations or conclusions drawn therefrom by Contractor. Data is made available for the convenience of Contractor. Additional test borings and other exploratory operations may be made by Contractor at no additional cost to Owner. C. Existing Utilities: Known existing underground utilities are indicated on the site pian. Extension of utilities to the site as indicated might encounter underground -utilities. Provide protection from damage during construction operations. Should uncharted or incorrectly charted piping or other utilities to encountered during excavation, consult the Owner immediately for directions as to procedure. Cooperate with Owner and utility companies in keeping respective services and facilities in operation, Section 02200 ?age 2 Do not interrupt existing• utilities serving facilities occupied and ' used by others, except when permitted in writing by the Owner's Representative and/or temporary utility services have Caen Provided. The use of explosives will not be permitted. 0. Protection of Persons and Property: Barricade open excavations and post with warning for safety of persons effective day and night. Protect structures, utilities, sidewalks, pavements, and other facilities immediately adjacent to excavations, from damage caused by settlement, lateral movement, undermining, washout and other hazards. Take precautions and provide necessary bracing and shoring to guard against m0vement or settlement of new construction. Contractor is entirely responsible for strength and adequacy of bracing and shoring, and for safety and support of construction from damage or injury caused by the lack thereof by movement or settlement. PART 2 - PRODUCTS 2.01 FILL MATERIAL A. Material for fill may be selected products of excavation removed from the site and stockpiled on the site for replacement. Broken concrete and broken asphaltic concrete may be used provided pieces are of such shapes and sizes that when mixed with finer materials and sand to fill All the voids, the fill material is compacted into a dens* mass. Use no rocks or broken concrete or other material that do not pass a 3- 1/2• ring. Remove junk, roots and similar deleterious matter from excavated materials. All fill material is to be approved, prior to use, by the Owner or his representative Soil Engineer. 3. Off-site bo, , ,jw from sources not on the site shall be solely the responsibility of the Contractor. Materials shall be compactible rock, sand and/or shell mixture with cohesive sails in an approved quality of inorganic mix, free of clay, debris, waste, vegetable matter and rocks that are held on a 2-inch mesh screen. The Contractor shall be responsible for and obtain from the Owner, or legally recognized representative, of the borrow area, the right to produce material from such sources, to pay all royalties and other charges involved, and shall bear all expenses incidental to providing the borrow. C. .Materials for fillin other locations may be materials of excavation and borrow similar to select materials for fill under pavements. 0. Subbase Material : Naturally or artifically graded mixture of natural or crushed rock natural or crushed sand, as acceptable to local requirements. Section :Z=aO ?age 3 E. Orainage Fili : Washed, uniformly graded mixture of crrjshed rack with 100: passing a 1-1/Z" sieve and not more vian 5: Gassing a oto. sieve. PART 3 - EXECUTION 3.Z1 EXCAVATION 10* A. Excavation consists of removal to obtain required subgrade elevations indicated and the stockpiling of usable product of excavation at the site for replacement. B. Unauthorized excavation consists of removal of materials beyond indicated suograas elevations or dimensions without specific direction. Under foundations bases, or retaining wails, fiil unathorized exca- vation by extending the indicated bottom elevation of the base to the excavation bottom, without altering required top elevation. Concrete may be used to bring elevations to proper position. Elsewhere, backfill and compact unauthorized excavations as specified for authorized excavations of same classification, unless otherwise directed by Owner. C. Stability of Sides: Maintain sides and slopes of excavations in a safe condition until completion of backfilling, by scaling, benching, shelving or bracing. Take precautions to prevent slides or cave-ins when excavations are made it locations adjacent to backfilled excavations, and when sides of excavations are subjected to vibrations from vehicular traffic or the operation of machinery, or any other source. 0. Shoring and Bracing: Provide materials for shoring and bracing, such as sheet piling, uprights, stringers and cross-braces, in good serviceable condition. Maintain shoring and bracing in excavations regardless of time period e:tcavations will be open. Carry down shoring and bracing as excavation progresses. Provide minimum requirements for trench shoring and bracing to comply with ANSI A10.1 'Safety Code for Building Construction' , and with local codes and authorities having jurisdiction. E. Oewaterinc: Perform earthwortt in a manner to prevent surface water and subsurface or ground water from flowing into excavations, and to prevent Mater from flooding project site and surrounding area. al. .ec:ion 02200 ?a;e Oo not allow water to accumulate in excavations. <emove water using dewatering methods which will prevent softening of foundation bot-..-ms , undercutting, and sail changes detrimental to stability of subgrades a'.d foundations. Provide and maintain pumps and other dewatering system components necessary to convey water away from excavations . F. Material Storage: Stockpile satisfactory excavated materials where directed, until required for backfill or fill . Place, grade and shape stockpiles for proper drainage. G. Oisoose of excess sail material and waste materials. H. Excavation for Structures: Conform to elevations and dimensions shown within a tolerance of plus or minus 1/10 ft. and extending a sufficient distance from foundations to permit placing and removal of concrete formwork, installation of services, and for other construction required, and for inspection. 1. Excavation for Pavements: Cut ground under pavements to comply with cross-sections, elevations and- grades as shown or to match existing pavements. J. Removal of Unsatisfactory Soil : Excavate. unsatisfactory sail encountered that extends below elevations, to additional depth directed by Owner Representative. where removal of unsatisfactory sail is due to fault or negligence of the Contractor in his performance of shoring and bracing, dewatering, material storage, or other specified requirements, excavate resulting unsatisfactory soil material and replace with satisfactory sail at no additional cost. 3.:Z COMPACTION A. Generate Perform compaction of soil materials for backfills and fills using suitable soil compaction equipment for materials to be compacted and woric area locations. Control soil compaction during construction for compliance with percentage of maxim density specified for each area classification. 6. Percentage of Maximum Oensity Reouirements: Provide not less than the following percentages of maximum density or the same soil material compacted at optimum moisture content, for the actual density of each layer of sail in place. C. Structs Slab and Pavements compact top 1Z' of suwade and each ' Sayer of backfiil or fill material at 95: maximum density far cohesionless sails. Section 02200 Page 5 0. Lawn or Unsaved areas: Compact top 6" of subgrade and each layer of bactfi or fill material at 901% maximum density for cohesionless sails. 5. Walker Compact top V of subgrade and each layer of backfill or fill material at 95% maximum density for cohesionless sails. F. Moisture Control : Where subgrade or layer of sail material Mist be moisture conditioned before compaction, uniformly apply water to surface of subgrade, or layer of sail material , to prevent free water appearing on surface during or subsequent to compaction operations. 3.33 BACKFILL AND FILL A. Genal 6ac,_ill consists of placement of acceptable soil in layers, in excavations to required subgrade elevations, for each area classi- fication listed below. S. Fill consists of placement of acceptable soil , in layers, over ground su 7ace to required elevations, for each area classification listed below. C. Backfill and Fill Materials: Provide acceptable sail for backfill and . fill , free of clay, ,rock or gravel larger than 2' in any dimension, debris, waste, vegetable matter, and other deleterious matter. 0. Prior to Backfill Placement: Backfill excavations as promptly as work permits, but not until completion of the following: 1. Acceptance by Owner of construction below finish grade including, where applicable, dampproofing, waterproofing, and perimeter insulation. 2. Inspection, testing, approval , and recording locations of underground utilities. 3. Removal of concrete formwork. 4. Removal of shoring and bracing, and backfilling of voids with satisfactory materials. Cut off temporary sheet piling driven below:bcttam of structures and remove in manner to prevent settlement of the structure or utilities, or leave in place if required. S. Removal of trash and debris. 6. Permanent or temporary horizontal bracing is in place on horizontally supported walls. Section 02200 Page 6 E. Preparation of Ground Surface to Receive Fill : Remove debris, unsatisfactory $oil , oostructions, and deleterious materials from ground surface, compact subbase as required prior to placement to fill . when existing ground surface has a density less than that specified under 'Compaction" for the particular area classification, break up the ground surface, mix in new material to a moisture-condition to the optimum moisture content, and compact to required depth and percentage of maximum density. F. Placement and Comoaction: Place backfill and fill materials in layers 6" to 0" in loose depth. Before compaction, moisten or aerate each layer as necessary to provide the optimum moisture content. Compact ' each layer to required percentage of maximum density for each area classification. Oo not place backfill or fill material on surfaces that are muddy. Place backfill and fill materials evenly adjacent to structures, to required elevation. Take care to prevent wedging action of backfill against structures by carrying the material uniformly around structure to approximately the same elevation in each lift. 3.04 GRA_ A. General : Uniform]y grade areas within limits of grading under this section,, including adjacent transition areas. Smooth finished surface within specified tolerances, compact with uniform levels or slopes ' between points where• elevations are shown, or between such points and existing grades. B. Grading Outside Building Lines: Grade areas adjacent to building lines to dram away from structure and to prevent ponding. Finish surfaces free from irregular surface changes, and as follows: 1. Grassed Areas: Finish areas to receive topsoil to within not more than 1110-foot above or below the- required subgrade elevations. Z. Walks: Shape surface of areas under walks to line, grade and cross-section, with finish surface not more than 1/10-foot above or below the required subgrade elevation. 3. Pavements: Shape surface of areas under pavement to line, grade and cross-section, with finish surface not more than 112" above or below the required subgrade elevation. C. Comoacticn: After grading, compact subgrade surfaces to the depth and percentage of maximum density for each area classification. Section 02200 Page 7 3.05 PAVEMENT SU88ASE COURSE (WHE71 PAVING R£OUIREO A. General : Subbase course consists of placement of subbase -material , in ayers of specified thickness, over ground surface to support a pavement base course. S. Provide 6' subbase material consisting of naturally or artificially graded mixture of natural ar crushed rock, natural or crushed sand that will readily compact to the required density, complying with AASHO M147, Grade A, unless otherwise specified or shown. C. Grade Control : Ouring construction, maintain lines and grades includingrown and cross-slope of subbase course. 0. Pla�cingg:� Place subbase course material on prepared subgrade in layers oomrm thickness, conforming to indicated cross-section and thick- ness. Maintain optimum moisture content for compacting subbase material during placement operations. 3.06 MAINTENANCE A. Protection of Graded Areas: Protect newly graded areas from traffic and erosion, and keep fret of trash and debris. Repair and re-establish grades in settled, eroded, and rutted areas to specified tolerances. S. Reconditioning Compacted Areas: Where compacted areas are disturbed by subsequent construction operations or adverse weather, scarify surface, re-shape, and compact to required density prior to further construction. 3.07 DISPOSAL OF EXCESS AND WASTE .MATERIALS A. Removal from Owner's Property: Remove waste materials, including unacceptaoa excava ted material , trash and debris, from the Owner's property and legally dispose of it. ENO OF SECTION Section 0:300 Page i SECTION 03300 - CAST-(N-MACE-CONCRETE '4ORK PART 1 - GENERAL 1.01 RELATED O MM£NTS A. The general provisions of the contract apply to the work specified in this section. Set Section. 05502 - Miscellaneous Metals 1.02 OESCRIPTION OF WORK A. The extent of concrete work is shown on the drawings. 1.03 QUALITY ASSURANCE A. Codes and Standards: Comply with the provisions of the following codes, specifications and standards, except as otherwise shown or specified: ACI 301 'Specifications for Structural Concrete Building.* ACI 311 'Recommended Practice for Concrete Inspection.• ACI'31S 'Building Code Requirements for Reinforced 'oncrete.' ACI 347 'Recommended Practice for Concrete Fory work.• ACS 614 •Recommended Practice for Measuring, Mixing and Placing Concrete.' Concrete Reinforcing Steel Institute, 'Manual of Standard Practice.' 1.04 Workmanshio: The Contractor is responsible for concrete work which does not conform to the specified requirements, including strength, tolerances and finishes. Correct deficient concrete as directed by the Owners representative. 1.35 SUBMITTALS A. Shop Orawin s - Concrete Reinforcement: Submit shop drawings for fabrication, bending, and placement of concrete reinforcement to Owner. Comply with ACI 315 'Manual of Standard Practice for Oetailing Reinforced Concrete Structures' showing bar schedules; stirrup spacing, diagrams of bent bars, arrangements of concrete reinforcement. t Section 031-00 Page 2 S. Manufacturer's Cata; Concrete 'cork: For information only, submit 2 copies per cell system or .aanuracturer's specifications with , ,. application and installation instructions for proprietary materials and items, including reinforcement and forming accessories, admixtures, patching compounds, joint systems, chemical floor hardener, and others as requested by the Owner. C. laboratory Test Reports; Concrete work: Unless otherwise shown or specified, construct all formwork for exposed concrete surfaces with plywood, metal , metal-framed plywood-faced-or other acceptable panel. type materials, to provide continuous, straight, smooth, exposed surfaces. Furnish in largest practicable sizes to minimize number of regularly placed joints. Provide form material with sufficient thick- ness to withstand pressure of newly-placed concrete without bow or deflection. Use plywood complying with U.S. Product Standard PS-1 '8-8 High Oensity Overlaid Concrete Form,* Class I. unless otherwise acceptable to Owner's Representative. 0. Forms for Unexoosed Finish Concrete: For concrete surfaces which will be unexposed in finished structure with plywood, lumber, metal or other acceptable material. Provide lumber dressed on at least 2 edges and 1 side for tight fit. Use either 6' or 8' wide lumber, nominal 2' thickness, or plywood as specified for exposed concrete, at Contractor's option. E. All Provide Grade 60, ASTM ASIS, except where. otherwise shown. F. Steel Wirt: ASTM A82, plain, cold drawn, steel . G. Welded Wire Fabric: ASTM A18S, welded steel wire fabric. H. Supports for Reinforce-sent: Provide supports for reinforcement including bolsurs, chairs, spacers and other devices for spacing, supporting and fastening reinforcing bars and welded wire fabric in place. Use wire bar type supports complying with PS 7-66, unless otherwise specified. Wood, brick and other devices will not be acceptable. 1. For- slabs-on-grade,_ use supports with sand plates or horizontal runners wnere wetted base' materials will not support chair legs. 2. Over wateraroof membranes, use precast concrete chairs to prevent penetration of the memorane. Section 03300 Page 3 1.06 CONCRETE MATERIALS A. Portland Cement: ASTM C150, Type I or I1 as indicated. Use only one brand of cement throughout the project. B. Aggre5ates: Aggregate shall be free from clay, loam, dust, and organic matter. For normal weight concrete, aggregate shall conform to ASTM C33. C. Admixtures to improve workability of concrete admixtures may be used if prior approval of the structural engineer is obtained and the admixture is used according to the manufacturer's instructions. 1.07 RELATED MATERIALS A. water-Vapor Barrier: Vapor barrier as shown on drawings shall be clear polyethylene Sht'g 0.006' (6 mil ) thick. 8. Curing, Sealing and Hardening Compound: ASTM C309, Type 1, applied to all concrete floors according to manufacturer's recommendations. Compound must not destroy the bonding of finish materials (flooring, tile, etc. ) to concrete slabs. Protex Industries, 'Triple Seal ," is. acceptable. PART 2 - EXECUTION 2.01 FORMS A. Design, erect support, brace and maintain formwork to support vertical and lateralloads that might be applied until such loads can " be supported by the concrete structure. Construct formwork so con- crete members and structures are of correct size, shape, alignment, elevation and position. S. Design formwork to be readily removable without impact, shock, or damage to cast-in-place concrete surfaces and adjacent materials. C. Side forms of footings may not be omitted. 2.02 CONCRETE SAMPLING AND TESTING A. Concrete Testing Service: All concrete testing shall be by ATEC Associates. 56001 Youngerman Lime, jaCKsonviiie, rL 34444 *► (904) 771-3055 See requirements for Quality Control Testing During Construction on page 12, Section 03300. Section 03300 Page 4 2.03 PROPORTIONING AHO OES:GH OR MIXES A. Prepare desion mixes for concrete and report proposed mix designs for review. S. Proportion desion mixes by weight for each class of concrete required, complying with ACI 613 'Recommended Practice for Selecting Proportions for Concrete." C. Test_design mixes to determine the following: 1. Gross weight and yield per cu. yd. of trial mixtures. doo 2. Measured slump. 3. Compressive strength developed at 7 days and 28 days, from not less than 3 test cylinders cast for each 7 and 28-day, and for each design mix. 0. Submit written reports to the Owner of each design mix for each class of concrete, at lesiFIS calendar days prior to the start of the specified worts. Include in each report the project identification name and number, data of report, name of contractor, name of concrete testing service, concrete class, source of concrete aggregates, manufactures and brand name of manufactured materials, including cement and admixtures (if any) , the precise proportions of the concrete mix, the properties specified herein for the type and class of concrete, and the test results for each property specified for the design mix. E. The criteria specified herein are maximums or minimums, and shall not be construed to predetermine fixed quantities of materials in the mix design, or to preclude change of an accepted mix design at any time. Mix design adjustments may be requested by the Contractor when charac- teristics of materials, job conditions, 4eather, test results, or other circumstances warrant; as accepted by the Owner's Representa- tive. laboratory test data for revised mix design and strength results must be submitted to and accepted by the Owner's Representa- tive before using im the worts. 2.04 CONCRETE MIXES A. Provide the following classes of concrete where shown on the drawings: 1. 3000 si (minimum) at 28 days; for walks, interior and exterior s abs, octings, foundation walls and miscellaneous wortc, •5-1/Z sacks of cement per cu. yd. of concrete (minimum) , 6.0 gals. of water per sack (94 lbs.) or cement (maximum.) Section 33300 Page 5 2. ,rater content specified is for mon-air-entrained concrete. Reduce the amount of water per cu, yd. when air-entraining admixture is required. Air-entrained concrete is required for all exterior concrete. S. Admixtures: Add air-entraining admixture at the manufacturer's pre- scribed rate to result in concrete at the point of placement having not more than 2: air content. Advise Owner when air-entraining admix- ture is used. C. Slump Limits: Proportion and design mixes to result in concrete slump at the point of placement as follows: 1. Reinforced Foundation Systems: Not less than 210 and not more than a• 2. All other Concrete: Not less than 20 and not more than 5•. 2.05 FORM CONSTRUCTION General A. Construct Forms Complying with ACI 347, to sizes, shapes, lines and dimensions shown, and to obtain accurate alignment, location, grades, „ level and plumb worts in finished structures. Provide for openings, offsets, sinkages, screens, bulkheads, anchorages and inserts, and other features required in work. Use selected materials to obtain required finishes. Solidly butt joints and provide back-up at joints to prevent leakage o.f cement paste. B. Fabricate forms for easy removal without hammering or prying against the concrete sur fac es. Provide crush plates or wrecking plates where stripping may damage cast concrete surfaces. Key wood inserts for forming keyways, reg l ets, recesses, and the like, to prevent swelling and for easy removal . C. Chamfer exposed corners and edges where shown, using wood, metal , PVC or rubber chamfer strips fabricated to produce uniform smooth lines and tight edge joints. 0. Form Ties: Factory-fabricated, adjustable-length, removable or snapoff metal form ties, designed to prevent form deflection, and to prevent spalling concrete surfaces upon removal . Unless otherwise shown, provide form ties so portion remaining within concrete after removal is at least 1-1/2` inside concrete. Unless otherwise shown, provide form ties which will not leave holes larger than 14 diameter in concrete surface. Form ties fabricated on the project site and wire ties are not acceptable. Section 03300 Page 6 E. Provisions for other Trades: Provide openings in concrete formwork to accommodate worx of other trades. Oeterrmine size and location of openings, recesses and chases from trades providing such items. Accurately place and securely support items built into forms. F. Cleaning and Tightening: Thoroughly clean forms and adjacent surfaces to receive concrete. Remove chips, wood. sawdust, dirt or other debris just before concrete is placed. Retighten forms after concrete placement if required to eliminate mortar leaks. 2.06 PLACING REINFORCING A. Comply with the specified codes and standards, and Concrete Reinforc- ing Steel Institute's recommended practice for 'Placing Reinforcing Bars*, for details and methods of reinforcement placement and supports, and as herein specified. B. Clean reinforcement of loose rust and mill scale, earth, and other materials wnich reduce or destroy bond with concrete. C. Accurately posi_ion support and secure reinforcement against dis- placement by framework, construction, or concrete placement opera- tions. locate and support reinforcing by metal chairs, runners, bolsters, spacers and hangers, as required. Do not use supports and ' bars as bases for runways for construction. 0. Place reinforcement, including ties and grounding soils, for at least „ a minimum, concrete protection coverage. Set bars as indicated and securely tie bars and bar supports together with 16 gauge ,wire to hold reinforcement in position and to connect all reinforcement in floor slab and foundation to a singie connection indicated to the ground ° providing the radio frequency shielding. At expansion and control joints, coil tie-wire across the joints from bar to bar across the gap. E. Install welded wire fabric in as long lengths as pract :able. Lap adjoining pieces at least one full mesh and lace splices with wire. Offset end laps in adjacent widths to prevent continuous laps in either direction. 2.07 JO.M A. Construction Joints: Locate and install construction joints, which are not shown on the drawings, so as not to impair the strength and appearance of the structure, as acceptable to the Owner. Provide keyways at least 1-1/2' deep in all construction joints in walls, slabs and between walls and footings; accepted bulkheads designed for this purpose may be used for slabs. Place construction joists perpendicular to the main reinforcement across construction points. Section 03300 Oage 1 .38 INSTALLATION OF EMSEDOEO ITEIAS A. General : Set and build into the work anchorage devices and ocher emoedded items required for other work that is attached to, or supported. by, cast-in-place concrete. Use setting drawings, diagrams , instructions and directions provided by suppliers of the items to be attached thereto. S. Edoe Forms and Screed Strios for Slabs : Set edge forms or bulkheads and intermediate screed strips for slabs to obtain the required elevations and contours in the finished slab surface. Provide and secure units sufficiently strong to support the types of screeds required. Align the concrete surface to the elevation of the screed strips by the use of strike-off templates or accepted compacting type screeds. 2.09 CONCRETE MIXING A. Ready-Mix Concrete: Comply with the requirements of ASTM C94, and as herein specified. S. Hauling Time: All concrete transmitted in a truck mixer, agitator or other transportation device shall be discharged at the job within a maximum of 1-1/2 hours after ttw mixing water has been kidded to the cement and aggregate. C. Extra water: Oeliver concrete to the job in exact quantities required by design mix. Should extra water be required before depositing the concrete, the Owner's construction manager shall have sole authority to authorize the addition of water. Any additional water added to the mix after leaving the batch plant shall be indicated on the truck ticket and signed by the person responsible. when extra water is added to the concrete, mix thoroughly for 40 revolutions of the drum or 3-1/2 minutes at mixing speed, whichever is greater. 2.10 PREPARATION OF FORM SURFACES A. Coat the contact surfaces of forms with a farm coating compound before reinforcement is placed. Provide commercial formulation form coating compounds that will not bond with, stain nor adversely affect concrete surfaces, and will not impair subsequent treatment of concrete sur- faces requiring bond or adhesion, and will not impede wetting of surfaces to be cured with water or curing compounds. R. Thin form coating compounds only with thinning agent of type, and in ► amount, and under conditions of the form coating compound manufac- turer's directions. Do not allow excess form-coating material to accumulate in the forms or to come into contact with concrete surfaces against which fresh concrete will be placed. Apply in compliance 'with .aanufacturer's instructions. Section 03300 Page 8 Z.11 CONCRETE PLACEMENT A. General : Comply with ACI 614, and as herein specified. Oeaosit concrete continuously or in layers of such thickness that no concrete will be placed on concrete which has hardened sufficiently to cause the formation of seams or planes of weakness within the section. If 3 section cannot be placed continuously, provide construction joints as herein specified. Oeposit concrete as nearly as practicable to its final location to avoid segregation due to rehandling or flowing. "' B. Are-Placement Insoection: Before placing concrete, inspect and complete the formwortc installation of reinforcing. steel , and items to be embedded or cast-in. Notify other crafts to permit the install- ation of their war%; cooperate with other trades in setting such worts, as required. Thoroughly wet wood forms immediately before placin3 concrete, as required where form coatings are not used. C. Placing Concrete in Forms: Deposit concrete in forms in horizontal layers not deeper than 184 and in a manner to avoid inclined construc. tion joints. 0. Consolidate oiaced concrete by mechanical vibrating equipment supple- mented by hand-spading, rodding tamping. Use vibrators designed to operate with vibratory element submerged in concrete, maintaining a speed of not less than 6000 impulses per minute. Do not vibrate caisson concrete. E. Do not use vibrators to transport concrete insiae of ,forms. Inset and withdraw vibrators vertically at uniformly spaced locations not far- ther than the visible effectiveness of the machine. Do not insert vibrators into lower layers of concrete that have begun to set. At each insertion, limit the duration of vibration to the time necessary to consolidate the concrete and complete embedment of reinforcement and other embedded items without causing segregation of the mix. Oo not vibrate caisson concrete. F. Placino Concrete Slab.: Deposit and consolidate concrete slabs in a continuous operation, within the limits of construction joints, until CAO placing of a panel or section is om pieted. G. Consolidate concrete during placing operations so that concrete is thoroughly worked around reinforcement and other embedded items and into corners. H. • Bring slab surfaces to the correct level with a straight edge and strike-off. Use ouil floats or daroies to smooth the surface, leaving it free of humps or hollows. Do not sprinkle water on the plastic surface. Do not disturb the slab surfaces prior to beginning finish-ing operations. I. Maintain reinforcing in the proper position during concrete alaca:nent operations. Section 03300 Page 9 J. Hot 'weather Placinc: • When hot weather conditions exist that would seriously impair the quality and strength of concrete, place in com- pliance with ACI 305. K. Cold Weather Placing: When cold weather, place in compliance with ACI 06. 2.12 FINISH OF FORMED SU^FACES A. Standard Rough Form Finish: For concrete surfaces not exposed to view in the finish warx or oy other construction, unless otherwise shown or specified. 6. Standard Smooth Finish: For formed concrete surfaces exposed to view, or that are to be covered with a coating material applied directly to the concrete or a covering material bonded to the concrete, such as waterproofing, damp-proofing, painting or other similar system. This is the as-cast concrete surface as obtained with the form facing material , with defective areas reaaired and patched as specified, and fins and other projections on the surface completely removed and smoothed. C. Related Unformed Surfaces: At tops of walls, horizontal offsets and similar unformed surfaces occurring adjacent to formed surfaces, strike-aft smooth and finish with a texture matching adjacent formed surfaces., Continue final surface treatment of formed surfaces uni- formly across adjacent unformed surfaces, unless otherwise shown. Z..3 M01101.ITFI I C SLAB FTII FSHES A. Float Finish: Apply float finish to monolithic slab surfaces that are to receive trowel finish and other finishes as hereinafter specified. After screeding and consolidating concrete slabs, do not worts surface "* until ready for floating. Begin floating when surface water has dis- appeared or when concrete has stiffened sufficiently to permit opera- tion of power-driven. floats, or both. Consolidate surface with power- driven floats, or by hand-floating, if area is small or inaccessible to power snits. Check and level surface plane to a tolerance not exceeding 1/8' in ZC' when tested with a 201 straightedge. Cut down high spots and fill low spots. Uniformly slope surfaces to drains. Immediately after leveling, refloat surfaces to a uniform, smooth, granular texture. 3. Trowel Finish: Apply trowel finish to monolithic slab surfaces that are to be exposed-to-view, unless otherwise shown, and slab surfaces that are to be covered with resilient flooring, paint or other thin film finish coating system, and carpeting. Section 03200 Page 10 After floating, begin first trowel finish operation using a power- driven trowel . Begin final troweling when surface produces a ringing sound as trowel is moved over surface. Consolidate concrete surface by final hand troweling operating, free of trowel marks, uniform in texture and appearance, and with a surface plane tolerance not exceeding 1/8" in 20' when tested with a 20' straight edge. Grind „ smooth surface defects which would tslegrap�" through applied floor covering system. C. Broom finish: Apply non-slip broom finish and edging to exterior concrete door stop, and sidewalks. 0. Gen Protect freshly placed concrete from premature drying and maintain without drying at a relatively constant temperature for period of time necessary for hydration of cement and proper hardening. Start initial curing as soon as free water has disappeared from concrete surface after placing and finishing. Weather permitting, keep continuously moist for not less than 72 hours. Begin final curing procedures immediataly following initial curing and before concrete has dried. Continue final cueing .for at least 168 cumulative hours (not necessarily consecutive during which concrete has been exposed to air temperatures above SVF. Avoid rapid drying at and of final curing period. E. Provide membrane curing as follows: Apply membrane-forming curing compound to damp concrete surfaces as soon as water film has dis- appeared. Apply uniformly in 2-4oat continuous operation by power spray equipment in accordance with manufacturer's directions. Recoat areas which ars subjected to heavy rainfall within 3 hours after initial application. Maintain continuity of coating and repair damage during curing period. F. Curing Unformed Surfaces: Initially cure unformed surfaces, such as slabs, noor topping, and other flat surfaces by moist curing. 2.14 REMOVAL OF FORMS A. The forms facing material may be removed 24 hours after placement, only if shares and other vertical supports have been arranged to permit removal of form facing material without loosening or disturbing shores and supports. Protect concrete with a membrance curing com- pound or other suitable material for a period of not less than 7 days. 2.15 MISCELLANEOUS CONCRETE ITEMS: A. Fillino-In: Fill-in holes and openings left in concrete structures for passage of work by other trades, unless otherwise she.:n or dir. acted, after work of other trades is in place. Mix, plata, and cure concrete as herein specified, to blend with in-place construction, Section 03300 Page :1 Provide other ;miscellaneous concrete filling shown or required to complete the worts. 2.16 CONCRETE SURFACE REPAIRS A. Patching Oefective Areas : Repair and patch defective areas with cement mortar immaeciate y after removal of forms, but only, when acceptable to Owner. Cut out honeycomb, rock packets, voids over 1/2' diameter, and holes left by tie rods and bolts, down to solid concrete but, in no case to a depth of less than 10. Make edges of cuts perpendicular to the concrete surface. Before placing cement mortar, thoroughly clean, dampen with water and brush coat the area to be patched with neat cement grout. - Proprietary patching compounds may be used wnen acceptable to Owner. B. For exposed-to-view surfacesblend white portland cement and standard port and cement so tnat, wnen dry, patching mortar will match color of surrounding concrete. Provide test areas at inconspicuous location to verify mixture and color match before proceeding with patching. Com- pact mortar in place and strike-off slightly higher than surrounding surface. C. Repair of Formed Surfaces: Remove and replace concrete having defective surfaces tf defects cannot be repaired to satisfaction of Owner. Surface defects as such, include color and texture irreg- ularities, cracks, spal'is, air bubbles, honeycomb, rock pockets and holes left by tie robs and bolts; fins and other projections on surface, and stains and other discolorations that cannot be removed by cleaning. 0. Repair Concealed Formed Surfaces, where possible, that contain defects treat aaverse y affect the durability of the concrete. If defects can- not be repaired, remove and replace the concrete. E. Repair of Unformed Surfaces: Test unformed surfaces, such as mono M tnic s aos, for smoothness and to verify surface plane to tolerances specified for each surface and finish. Correct low and high areas as herein specified. Test unformed surfaces slocad to drain- for trueness of slope, in addition to smoothness, using a template having required slope. Correct high and low areas as herein specified. F. Repair finished unformed surfaces that contain defects which adversely affect durability of concrete. Surface defects, as such, include crazing, cracks in excess of 0.01' wide or which penetrate to rein- forcement or completely through non-reinforced sections regardless of width, spalling, popouts, honeycomb, rock pockets,and other oa, ection- able conditions. G. Correct high areas in unformed surfaces by grinding, after- concrete has cured at ieast 14 days. Section 03300 Page 12 H. Correc_ low areas in unformed surfaces during, or immediately after completion of surface finishing operations by cutting out low areas and replacing with fresh concrete. Finish repaired areas to blend intu adjacent concrete. Proprietary patching compounds may be used when acceptable to Owner. I. Repair defective areas, except random cracks and single holes not exceeding 1' diameter, by cutting out and replacing with fresh concrete. Remove defective area to sound concrete with clean, square PAW cuts and expose reinforcing steel with at least 3/4' clearance all around. Dampen concreta -surfacas in contact with patching concrete, and brush with a neat cement grout coating or concrete bonding agent. Placa patching concrete before grout coating or concrete bonding agent. Placa patching concrete before grout takes its initial set. Mix parching concrete of same materials to provide concrete of the same type or class as original concrete. Place, compact and finish to blend with adjacent finished concrete. Cure in the same manner as adjacent concrete. J. Repair isolated random cracks and single holes not over V in diameter by dry-pact method. Groove top of cracks and cut out holes to sound concrete surfaces and brush with neat cement grout coating. Place MW dry-pack, consisting of one part portland cement to 2-1/2 parts fine aggregata passing a 115 mesh sieve, using only enough water as re- quired for handling and placing. Compact dry-pack mixture in place and finish to match ,adjacent concrete. Xeep patched areas contin- uously moist for not less than 72 hours. 2.17 QUALITY CONTROL TESTING OURING CONSTRUCTION A. The Contractor shall notify and cooperate with tie Owner's construc- tion manager and commercial testing laboratory designated by the Owner for performing the quality control testing during construction (Testing laboratory shall be present during the pour to perform tests and take samples.) Concrete shall be sampled and tested for quality c��troi during the placement of concrete as follows: S. Samoiina Fresh Concrete: ASTM C 172, except modified for slump to =p y with ASTM C 94. C. Slumo: ASTM C 143; one test at point of discharge where 25 or more cup c..yards of concrete are pjaced; and one for eac.4 set of compress- ive strength test specimens. D. Comoression Test Specimens: ASTM C 31; one set of 6 standard cylinders for each compressible strength test, unless otherwise directed. Mold and store cylinders for laboratory cured test specimens except when field-cure test specimens are required. Section 03300 ?age 1.3 E. Compressive Strencth •Tests: ASTM C 39; one set for each 50 cu. yds. or fraction hereof, of each concrete class placed in any one day; 2 specimens tested at 7 days, 2 specimens, tested at 28 days, and 2 specimens retained in reserve for later testing, if required. F. When the strength of field-cured cylinders is less than SSv of com- panion laboratory-cured cylinders, evaluate current operations and provide corrective procedures for protecting and curing the in-place concrete. G. Report test results in writing to the owner and the Contractor on the same day that tests are made. Reports of compressive strength tests w„ shalt contain the project identification name and number date of concrete placement, name of contractor, name of concrete supplier and truck number, name of concrete testing service, concrete type and class, location of concrete batch in the structure, design compressive strength at 28 days, concrete mix proportions and materials; compress- ive breaking strength and type of break for both 7-day tests and 28 day tests. Ma `"" ENO OF SECTION Section "J'S502 ?ase 1 SE:-. :ON 05502 - MISCELLANEOUS METAL ?AKT GENERAL ' 1.01 The extent of -iscellaneous metal wor,4 is shown on the drawings and includes items made from steel , iron, and aluminum shapes , states , gars, strips , pipes and tubes which are a part of Other meta] systems and miscellaneous metal items. The types of miscellaneous items include, but are not limited to the following: Miscellaneous angle, channel framing and supports. Miscellaneous structural steel items indicated. 1.02 SUB14ITTALS A. Shoo Orawinqs Submit shop drawings for the fabrications and erection of all assem- :lies of miscellaneous metal work, which art not completely shown 5y the manufacturer' s data sheets. Include plans and elevations at not less than 1 inch to 1 foot - 0 inch scale, and include details of sections and connections at not less than 3 inches to 1 foot - 0 inch scale. Show anchorage and accessary items. 1.03 GENERAL A. Codes and Standards:- Comply with the provisions of the following codes, standards and specifications, except as otherwise shown and specified. AWS 'Code for welding in Building Construction.• 3. AWS Oualification for welding Work: Qualify welding processes and welding operators in accordance with .AWS 'Standard Qualification Procedure.' C. Inserts and anchorages : Furnish inserts and anchoring deviceswhich must be set in concrete 3r built into masonry for the installation of miscellaneous metal work. Provide setting drawings, templates, instructions and directions for installation of anchorage devices. Coordinate delivery with other wort to avoid delay. See concrete and masonry sections of these specifications for install - ation of inserts and anchorage devices. Note: Inserts to cast into concrete tees to be supplied and installed by precaster. Section 05502 ?age 2 Shop Assembly Preassemble items in the shop to the greatest extent possible, so as to minimize field splicing and assembly of units at the project . site. Dis-assemble units only to the extent necessary for shipping and candling limitations. Clearly ,mark units for "assemoly and coorainated installation. PART 2 - PRODUCTS 2.01 STEEL AND IRON A. Metal Surfaces, General : For the fabrication of miscellaneous metal work which will be exposed to view, use only materials which are smooth and free of surface blemishes including pitting, seam marks, roller marks , rolled trade names and roughness. Remove such blemishes by grinding prior to cleaning, treating and application of surface finishes including zinc coating. B. Structural Steel Plates, Shapes and _Bars: Structural-Size Shapes and Plates (Except Plates to be Bent or Cold- Formed) : old-Formed) : ASTM A 36 Steel Plates to be Sent or Cold-Formed: ASTM 'A 283, Grade C. Steel Bars and Bar-Size Shapes: ASTM A 575, grade as selected by the fabricator. C. Hot-Rolled Carbon Steel Bars (and Bar-Size Shapes : ASTM A 575, grade as se ectad by the faoricator. 0. Cold-Finished Steel Bars: ASTM A 108, grade as selected by the fabricator. E. Stainless Steel Bars : ASTM ;314, Type 302/304. F. Steel Pipe: ASTM A 53; type as selected, Grade A; galvanized required; standard weight (Schedule 40) , unless otherwise shown or specified. 2.02 ANCHOR BOLTS A. wedge-Type Concrete Inserts: Galvanized box-type ferrous casting designed to accept 3/4 inch diameter bolts having special wedge-shaped heads; ei :her malleable iron complying with ASTM A 47 or cast steel complying with ASTM A 27; hot-dip galvanized in compliance with ASTM A 153. Section 05502 Page 3 Provide carbon steel belts, having special wedge-shaped heads , nuts , dashers and shims; all galvanized in compliance with ASTM A :53. B. Slotted-Type Concrete Inserts: Galvanized 1/8 inch thick pressed steel plate complying witn ASTM A 283; box-type welded construction with slot designed to receive 3/4 inch diameter square head bolt and wi :n knockout cover; hot-dip galvanized in compliance with ASTM A 386. C. Masonry -Anchorage Devices: Expansion shields complying with FS-F=-S- 5, as f0 ows: Provide lead expansion shields for machine screws and bolts 1/4 inch and sma er; lead-out emoedded nut type, single unit class, Group I . Type I, Class I. Ago Provide lead expansion shields for machine screws and bolts larger than 1/4 inch in size; head out emoeoded nut type, multiple unit class, Group I , Tjpe I , Class 2. Provide bolt anchor expansion shields for lag bolts; zinc alloy, long-shield anchors class, Group II , Type I , Class 1. 0. Toggle Bolts : Tumble-wing type, complying with FS FF-8.588, type, c ass, an style as required. 2.04 FASTENERS A. Gen_ Provide zinc-coated fasteners, with galvanized complying POW with ASTM A 153, for exterior use or where built into exterior walls. Select fasteners for the type, grade, and class required for the installation of siscellaneous metal items. B. Standard Bolts and `tuts: Regular hexagon head type, complying with ASTM A 307 , Grade A. C. lag Bolts :, Square head type, complying with FS FF-8-561. 0. Machine Screws: Cadmium plated steel , complying with FS FF-S-92. E. wood Screws : Flat head carbon steel , compl ;ing with FS FF-S-111. F. Plain Washers: Round, general assembly grade carbon steel , complying with FS F -W. 2. G. lock washer_ Helical spring type carbon steel , complying with FS FF- w-84. F-W• 4. Section 05502 page 4 2.C5 PAINT A. Metal Primer Paint: Red lead mixed pigment, alkyd varnish, linseed of paint comp ying with FS TT-P-86, Type II ; red lead iron oxide, raw linseed oil , alkyd paint, complying with SSPC Paint 2-64; or basic lead silico chromate base iron oxide, linseed oil , alkyd paint, complying with FS TT-P-615, Type 11 . Primer paint selected must be compatible with the required finish coats of paint. 3. Galvanizinq Repair Paint: High zinc dust content paint for regalvan- izing welds; in sa - steel , complying with MIL Specificaitons .lil-P-21035 (Ships). 2.06 FABRICATION - GENERAL A. 'workmanship; 1. Use materials of the size and thicknesses shown, or if not shown, of the required size and thickness to produce adequate strength and durability in the finished product for the intended use. 'Work to the dimensions shown or accepted on shop drawings, using proven details of fabrication and support. Use the type of materials shown or specified for the various components or work. 2. Form excosed work true to line and level with accurate angles and surfaces and straight sharp edges. Ease exposed edges to a radius of approximately' 1/32 inch unless otherwise shown. Fong bent- metal corners to the smallest radius possible without causing grain separation or otherwise impairing work. 3. weld corners and seams continuously and in accordance with the recommendations of AMS. Grind exposed welds smooth and flush, to match and blend with adjoining surfaces. 4. Form ed connections with hairline joints which are flush and smooth, using conceaTed fasteners wherever possible. Use exposed fasteners of the type shown, or if not shown, use Phillips flat- head (countersunk) screws or bolts. S. Provide for anchorage of the type shown, coordinated with the supporting structure and the progress schedule. Fabricate and spats anchoring devices as shown and as required to provide adequate support for the intended use of the work. 6. Cut reinforce drill and to miscellaneous metal work as may be required to receive finish hardware and similar items or work. Section 05502 Page 5 7. Use hot-rolled steel bars for work fabricated from bar stock, unless work is shown or specified to be fabricated from cold- finished or cold-rolled stock. 3. Galvanizing: 1. Provide a zinc coating for those items shown on the drawings or specified to be galvanized using the hot-dip process after fabrication. Comply with ASTM A 153 for galvanizing of iron and steel . Comply with ASTM A 123 for galvanizing of rolled, pressed and forged steel shapes, plates, bars and strip 1/8 inch thick and heavier. Comply with ASTM A 386 for galvanizing of asembled steel products. Shop Painting. 1. Shop paint all miscellaneous metal work, except those members or portions of members to be embedded in concrete or masonry, sur- faces and edges to be field welded and galvanized surfaces, unless otherwise specified. 2. Remove scale, rust and other deleterious materials before the shop coat of paint is applied. Clean off heavy rust and loose mill scale in accordance with SSPC SP-2 8'4and Tool Cleaning• or SSPC SP-3 'power Toot Cleaning' or SSPC SP-7 •brush-Off Blast Cleaning'. Remove oil , grease and similar contaminants in accordance with SSPC-SP-1 'Solvent Cleaning.• 3. Apply one shop coat of metal primer paint to fabricated metal items, except apply 2 coats of paint to surfaces which are inaccessible after assembly or erection. Change color of second coat to* distinguish it from the first. 4. Immediately after surface preparation, brush or spray on metal primer paint, applied in accordance with the manufacturer's instructions and at a rate to provide a uniform dry film thickness of 2.0 ails for each coat. Use painting methods which will result in full coverage of joints, corners, edges and all exposed surfaces. 2.77 MISCELLANEOUS METAL ITEMS A. Shelf Angles: Provide structuralsteel shelf an les of sizes shown for attachment to concrete framing. Provide slotted holes to receive 3/4 inch bolts, spaced not more than 6 inches from ends and not more than 24 inches o.c., unless otherwise shown. Section 05502 Page 5 Galvanize shelf angles to be installed on exterior concrete members. Furnish wedge-type concrete inserts complete with fasteners , for attac;nent of shelf angles to cast-in-place concrete. S. Tower anchor bolts will be installed by the General Contractor. See Structural Drawings for Specifications. PART 3 - EXECUTION 3.01 INSTALLATION A. Anchorages: Finish setting drawings, diagrams, templates, instructions and directions for the installation of anchorages, such as concrete inserts, anchor bolts and miscellaneous items having integral anchors, which are to be imbedded in concrete or masonry construction. Coordinate the delivery of such items to the project site. S. Anchor Bolts for Tower: Anchor bolts for the tower are to be supplied by the Owner and set by the General Contractor. C. Fastening to In-Place Construction: Provide anchorage devices and fasteners where necessary for securing miscellanceous metal items to in-place construction; including threaded fasteners for concrete and masonry inserts, toggle bolts, through-bolts, lag bolts, wood screws and other connectors as required. 0. Cutting, Fitting and Placement: Perform all cutting, drilling and fitting required for the installation of the miscellaneous metal items. Set the work accurately in location, alignment and elevation, plumb, level , true and free of rack, measured from established lines and levels. Provide temporary bracing or anchors in formwork for items which are to be built into concrete masonry of similar construction. E. Fit excosed connections accurately together to form tight hairline joints. weld connect ons which are not to be left as exposed joints, but .cannot be shop welded because of shipping size limitations. Grind joints smooth and touch-up shop paint coat. Do not weld, cut or abrade the surfaces of exterior units which have been hot-dip galvanized after fabrication, and are intended for bolted or 'screwed filed connections. Section 05502 Page 7 F. Field Weldi,n_g_ Comply with AWS Code for the procedures of manual snie ded metal-arc welding, the appearance and Quality of welds made, and the methods used in correcting welding work. G. Touch-Up Painting: Immediately after erection, clean field welds , bolted connections, and abraded areas of the shop paint, and paint all exposed areas with the same material as used for shop painting. Appli by brush or spray to provide a minimum dry film thickness of 2.7 mils. END OF SECTION Section OSS03 Page 1 SECTION 05503 - CHAIN L1NK FABRIC PROOUCTS PART 1 - GF-IERAL 1.01 RF?Al;ED OOCUME`tTS A. The 7tneral provisions of the Contract apply to the work specified in this section. See Section 03300 - Cast-In-Place Concrete for Concrete Specifi- cations. 1.02 OESCRIPTION OF WORK A. The extent of the chain link fabric products wort includes the fence and Darted wire as indicated and as specified herein. PART 2 - PRODUCTS 2.01 Materials shall conform. to the respective specifications and other requirements specified below. A. Concrete shall be 3000 spi compressive strength at 28 days. (See ET. on 03300 - Cast-In-Plan Concrete for cancret specification.) Iwo 8. Fabric shall conform to Federal Specification RR-F-191/1 for 2-inch mesa and 9 gauge. Ead finish of fabric shalt be meshed and barred at both salvages. Height Qf fabric as indicated. Fabric wire shall be type I (zinc coated vire) having a Zinc coating 2 ounces ;Ir square foot, according to ASTM A392, Class 2. ' C. = shall be medium industrial swing gate, constructed of 1-5/8 inch, standard weight steel pipe with zinc coating in accordance with Federal Specification R9-F-191/2. Sire of gate as indicated. Gate fabric shall be the same as fencing. Hardware shall be the manufacturers's approved version of the type specified: 1. Latch staos hinges ketoers and accessories shall be zinc-coated SUSI , weight of coating Z.0 ounces per square foot. La_ for gate shall be forte type. 0. Fence costs shall conform to applicable parts of Federal Specification RR-F-1 /1, medium industrial chain link fenching with 3-strand, barbed wire top. Steel post sha-11 be zinc-coated line posts 2-3/8" inch O.D., .standard weight pipe with minim= bending strength of 201 lbs. under a 6-foot cantilever load; end, corner, pull posts and gate posts 2-7/8 inch O.D. standard weight pipe with minimum bending strength of 381 lbs. on 6 foot cantilever load. E. Too rail, and bracing shall be steel pipe as specified for line posts. Sect;on E-203 Pave Z Tension wire and accessories shall be in accordance witn Federal Saecificatlon RR-F-19114. A EXECUTION 3.0i General ; Prior to installation 3f fencing, establish a 3raded fence line, ch that a clearance of no more than 1/C' exists between fence fabric and the ground at any point. The ground along the fence line shall be thoroughly compacted and clear of obstacles that will interfere with the fencing. In lieu of accessary details shown, approved types standard with the manufacturer may be used. The fence shall be erected after the installation of the monopole. 3.02 Excavation for posts and other concrete embedded items shall be 9-inch 0 ameter, 38 inches deep for 36" embedment of posts. waste materials from excavation and post holes shall be cleared and spread where directed. 3.0 POSTS: Soace costs at intervals not to exceed 10 feet center to center. Gate pasts DOT be spaced as necessary for the size of the gate opening and the space between the gate post and the building wall . 3. Site costs aligned and plumbed in holes a diameter and depth indicated, and fill holes with concrete. Cowpact concrete and crown exposed surfaces to' shed water. Post must be allowed to-set in concrete a minimum of 72 hours betore further worts is done on the posts. Fence post stall be grounded as indicated on electrical drawing. C. Terminal posts which include end, corner, gate, and pull posts shall e spaced and set as described above, and shall be braced to the nearest post with horizontal brace used as a compression member, and a diagonal truss-rod and truss-tightener used as a tension member. All changes in direction of the fence line is a corner. 0. Tension wire shall be installed prior to installation of chain link fabric and shall be pulled taut. Ba ttom tension wire shall be installed on all posts and shall be placed within B inches of the bottom of the fabric line. c. Fabric shall be. set no more than 1/Z" above the -ground, at any point and 11 be installed on the outside of the fenced area. The fabric shall be cut at all terminal posts, and each span attached independ- ently thereon. Pull fabric taut and fasten securely to each support- ing post. Fasten to terminal posts at 15-inch intervals using stretcher bars and stretcher bar Sands or other approved devices standard with the manufacturer. Rolls of fence fabric to be joined shall have a strand of fabric wire woven through the ends of rolls to form a continuous mesh. Section 05503 Page 3 P. C1 eanuo a l l waste fencing materials and other foreign matter frOM the fencing site, and leave areas neat and sightly. PART 4 - BARBED WIRE 4.01 •.4here permitted by governing codes and authorities, and where indicated an drawings fence posts and gates shall be fitted with extensions to accept three strands of barbed wire. A. Barbed wire stall be zinc coated steel consisting of two strands of 12.5 gauge twisted line wire with 14 gauge 4 point barbs on 5 inch spacings. a. Barbed wire supporting arms shall be at an angle of 450 and shall be fitted with clips for attaching wire. C. fie top wire shall be 12 inches horizontally from the fence fabric and the other two strands spaced evenly between the top of the fabric and the top strand. END OF SECTION SECTION 13026 Antenna Support Towers Not in contract, for information only. UNR- ROHN 6718 W. Plank Road, P.O. Box 2000, Peoria, Illinois 61656 USA Phone: 309-697-4400 TWX: 910-652-0646 FAX:309-697-5612 PURCHASER: BELLSOUTH MOBILITY, INC. FOR JACKSONVILLE NAME OF PROJECT: SITE JHX, 190 FT. MODEL SSMW TOWER UNR-ROHN FILE NUMBER: 25703/JC UNR-ROHN DRAWING NUMBER: C901881 I CERTIFY THAT THE ATTACHED DRAWING AND CALCULATIONS WERE PREPARED UNDER MY SUPERVISION IN ACCORDANCE WITH THE LOADING SPECIFIED BY THE PURCHASER AND THAT I AM A REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF FLORIDA. CERTIFIED BY: : DATE• v I A I I I -I I SECTIQN AEAOV? SCPEV .E SECTION LEG BRAG S12E MAXIMA/ MINIMA! 60LIED SIZE MAXI MINI m'.TED 7ENSIDV/ TEASICAV FLAMBE LOAD ! SAV TOWER DESIGN LOADING aDA1 ll CAPACITY AV, SCV IZE io.M PoW SIB DESIGN WIND LOAD PER ANSI,'EfA-222 O 1996,100 APH al KIPS 19 KIPS 4 J14 IN PIPE 2 STV KIPSas KIPS IN Sv BASIC WIND SPEED (NO ICE) PIPEr.SSTD(H) 6.i4 re.12 2 5i9 THISTOWER IS DESIGNED TO SUPPORT THE FOLLOWING 6Z PIPE J E.H 60.43 67.12 4 718 PIPE 2 E.N 20.96 24.07 3 9/B PIPE1.557D(H) 11.27 16.12 2 3/B LOADS, C PIPE 4 E.H /219.23 142.37 4 / PIPE 2 STV /Z.67 /6.64 3 5B PIPE,.$7D(N/ 7.90 II.I/ 2 9/e ELEV- ANTENNA E.P.A. D PIPE 6 E.H 170.16 200.67 6 / PIPE?Sm 11.49 14.33 3 5 B PIPE 2 SZD(H) 7.96 /6.12 2 9�9 ATION TYPE (SF) E PIPE 6 ENS 204.97 215.58 6 1 PIPE?. IPS 5arom(N/ 7 7� I.49 2 s� (FT) F PIPE 6 E.H Z35,46 269.6E 6 I PIPE PIPEZ.SSYD STD(H) 7.s0 I1.39.92 2 S�8 6 PIPE 6 E.H 264.6/ 268.6E 6 1 PIPE?.SSM /0.04 12.73 3 B,•9 TOP 12-PDIZ51 6 3-PVIOO17 167.4 PIPET.SS/V(N) 7.77 10.12 2 5r8 W.1MOIAVTING FRAAE (TOTAL) H PIPE B ENS 202.09 W.03 B I PIFF 3 STD /0.06 21.70 3 5/B PIPEF,95/0(11) 9.24 /f.11 2 9/B 2-81 hp _ J PIPE B 06 3/9.B2 342.05 B / PIPE 3 SID //.OI /0.07 3 5i8 IBS (lBO DEO. SEPARATION) (TOTAL) K PIPE B E.N 346.82 439.69 10 1 PIP.�.MIfe.z (N) a a' /D.58 O O 176 2-81 HP DIShES l 16.2 AOTE, (H)"iPRS TLE bMIZU/IAL 8114M (190 DEG. SEPARATION) (TOTAL) �99 NOTE r SECTION Nl'AIA9ER5 ARE FOR REFERENCE ONLY N SEE STRESS ANALYSIS FOR A COMPLETE LISTING -SLOPE OF ALL LOADS ON TONER. vlq CHANGE PqV p N GEAEML NOTES 1. ROHN COWAVICA TION TONER DESIGNS COW ORM TO E.I.A.-ZZ2-0 LNILESS OTHERWISE SPECIFIED LAVER TONER DESIGN LOADING. TOWER DESIGN MAY OR MAY NTT CONFORM TO LOCAL, STATE O4 Z. TOWERAMEMBER ID�ESIGNSDOES NOT INCLUDE STRESSES DLE TO (_SLOPE ERECTION SINCE ERECTION EQUIPMENT AND CONDITIONS ARE CHANGE LWNK7WN. DESIGN ASSLWS COMPETENT AND QUALIFIED PERSOA#`EL WILL ERECT THE TOWER. 3. WORK SHALL BE IN ACCORDANCE WITH E.1.A.-222-D. o p -STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND q W N ANTENNA SUPPORTING STRUCTLNES'•. 4. THE MINIMUM YIELD STRENGTH O- STRUCTURAL STEEL MEMBERS N �--� SHALL BE 50 KSI, EXCEPT AS NOTED BELOW. CHANGETIA9U.AR AA<'AA4ER ANGLE L2X1.18 THRU L3X3116 6 ALL STRIUCTL.RAL PLATES SHALL BE 36 KSI. PROPERTIES 5. FIELD CONVECTIONS SHALL BE BOLTED. NO FIELD WELDS SHALL BE ALLOWED. MEMBER SIZE 6. STRUCTURAL BOLTS SHALL CONFORM TO ASTM A-325, EXCEPT • W CRE NOTED. 7. ALL HIGH STRENGTH BOLTS ARE TO BE TIGHTENED TO A 'SM1G-TIGHT- l. 0.14 CONDITION AS DEFINED IN TFE AUGUST 14, 1980, RISC "SPECIFICATION PIPE 2 SID 2.375 0.154 FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS'. PIPE Z E.H Z.375 0.218 8. PAL NUTS SHALL BE PROVIDED FOR ALL TOWER BOLTS. o PIPE..5E.H Z.875 0.276 ^/ PIPE2.55TD 2.875 0.203 H. GALVANIZED AFTER FABRIL ANO CATION, I ACCOOL RDANCESHALL WI BEHOT-DIPPED PIPE 3 E.H 3.500 0.300 E.I.A.-222-0. PIPE 3 STO 3.500 0.216 /0. STEP BOLTS AND ROHM-LOC SAFETY DEVICE SHALL BE PROVIDED PIPE 4 E.H 4.500 0.337 FOR CLIMBING THE ENTIRE HEIGHT AF' THE TOWER. PIPE 5 E.H 5.500 0.375 /1. TWO I1 MOLE WAVEGUIDE LADDERS PROVIDED FROM 5•: PIPE 5 EHS 6.625 0.340 TO TDP OF TOWER. i PIPE 6 E.H 6.625 0.432 12. DESIGN ASSI/AE'S LEVEL GRADE AT TOWER SITE. PIPE 1 PIPE 6'. 0.500 DISTRIBUTED ON TWO TOWER FACES. 13. DESIGN ASSUMES ALL TRANSMISSION LINES ARE EQUALLY 14. RO,NN SHALL HAVE THE OPTION TO REVIEW FINAL DISH LOCATIONS, AZIMUTHS AND MOUNTS TO VERIFY THAT THE ASSUMED TOROUE VALLES AND LOCAL STRESSES ARE NOT EXCEEDED. 15. DESIGN ASSUMES PO ANTENNAS MOLMTED AS SYMMETRICALLY AS POSSIBLE TOMINIMIZE ACCUULLATEO EFFECT OF TORQUE. 16. FONNDA TIONS,DESIGNED AND SUPPLIED BY OTHERS, AKUST BE ADEQUATE TO SUPPORT REACTIONS SHOWN, NORTH l7. TOWER ORIENTATION DETERMINED FROM CUSTOMER SUPPLIED !/FORMATION. k N AR / IV 10 A-BOLTS(30 TOTAL 27•-81�.. XIS LEG 60 . I'DIA.X 78'LANG Ne.• R-1.1.A.O....l ll.r, A0.Ie ARe,By ACke B A ApPd B ASTM A 354 GR. BC (NOMINAL) i /20• _ (TYP.) _ THIS DRAWIM9 IS TLE AWFERTY OF RUN. IT IS NOT D O H N TO BE/�PRLIOLCFD, CDP/ED at IRACFD IN W/,CrE CR n !N PART WITLADOT OfA7 WRITTEN CONSENT. TONER AEACTIOIkS TOWER ORIENTATION S..r.A ^°"E BY 0.1. TUI,., COMPRESSION = 346.B KIPS Dr-, CSR 1 1.16,'90 /_90' SSW TOWER TENSION c 33KIPS N.r.S. TOTAL SHEAR 63..8 0 KIPS Cne•kee. NA ///6/90 FOR BELLSOUTH MOBILITY, INC. = HA / O.T.Al. = 7790.I FT-KIPS APP. Env.r /P � 90 FOR JACKSONVILLE TOWER SITEC JHX APP, S.-I !1-(e- U E1Jri. FILE:25]03JC axA WIhG N7.r C90/49&/ —- ...s� - "_._' _a.,,'f.s.rq._ _r•.`..,1. -n.yw ao.r Y -._-r__-__ _. _-__ a _..._..._.. 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MODEL SSMW TOWER UNR-ROHN FILE NUMBER: 25703/JC UNR-ROHN DRAWING NUMBER: C901880 mb I CERTIFY THAT THE ATTACHED DRAWING AND CALCULATIONS WERE PREPARED UNDER MY SUPERVISION IN ACCORDANCE WITH THE LOADING SPECIFIED BY THE PURCHASER AND THAT I A" AM A REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF FLORIDA. CERTIFIED BY: : DATE: A a SECTION MEA49ER SCAEDME SECTION LEG BRACE SIZE MAX11" MINIMA/ am TPD SUE MAXI MINI aR TED TEASICW TEASIOJ/ FLAAW Lao ACI E7O TOWER DESIGN LOADING ` I CAPACITY rof a�s �n�sih DESIGN WINO LOAD PER ANSI IEIA-222 D 1986,100 APH KIPS KIPS IN KIPS Kl35 IN BASIC WIND SPEED (NO ICE) PIPE/.55TD(H) 6.74 to.lz 2 5i9 THIS TOWER IS DESIGNED TO SUPPORT THE FOLLOWING aZ PIPE 3 E. 60.43 67.12 4 7/8 PjFEIZ EE-1D(N) 20.59 la.CC 2 5/B LOADS+ C PIPE 4 E.H 129.23 142.37 4 / PIPE 2 Sro 77.62 /6.84 J 5B PIPE, (m) 7.90 /a.17 2 3/a ELEV- ANTENNA E.P.A. D PIPE 5 E.H ,70.16 209.62 5 , PIPE 2 SID 11.49 14.33 3 5 B PIPE 2 57101H) 7.96 to. 2 5i6 A TION TYPE (SF) E PIPE 6 ERS 204.9z ZIS.59 6 1 PIPE2.5Sro /Z.62 16.49 3 5/a (FT) vIPE 2 SID 7.n ta.lz z s 9 F PIPE 6 E. Z35.46 Z69.6B 5 / PIPEZ.5570 11.23 14.47 3 5/6 PIPE Z SID(H/ 7.40 15.57 2 5�B a PIPE 6 E.H 264.61 269.65 5 1 PIPEZ.SSro 10.94 12.73 3 5iB TOP 12-POIR51 6 3-PDIOO17 167.4 PIPU.5STD(H) 7.77 16.12 2 5i6 W/MOI,NTING FRAME (TOTAL) H PIPE 6 EM 292.09 342.05 a / PPIPE IPE 3 STD(H) 10.96 Z/9.S 2 SiB IBS 2-8' FF Df5hE5 /18.2 J PIPE 6 EHS 3/9.82 312.05 a I PIPE PfPE2.T55ro(MI 6.6ID 5 i6.7 2 (180 DEG. SEPARATION) (TOTAL) K PIPE a E.H 346.62 439.69 10 I PIPE2.g.N lS.BI ,D.SII J 1 In 4 176 2-8' HP DISHES 118.2 NOTE, (H)RESENTS TW ACRIZONTAL GRACE (180 DEG. SEPARATION) (TOTAL) NOTE + SECTION NUMBERS ARE FOR REFERENCE DAL Y N N SEE STRESS ANALYSIS FOR A COMPLETE LISTING SL OPE OF ALL LOADS ON TOWER. CHANGE vlq Pq U N GENERAL NOTES 1. ROHN COMM(UNIICATION TOWER DESIGNS CONFORM TO E.I.A.-222-D 4 UNLESS OTHERWISE SPECIFIED UNDER TOWER DESIGN LOADING. TOWER DESIGN MAY OR MAY NOT CONFORM TO LOCAL, STATE OR O FEDERAL REQUIREMENTS. 2. TOWER MEMBER DESIGN DOES NOT INCLUDE STRESSES DUE TO _SLOPE ERECTION SINCE ERECTION EQUIPMENT AND CONDITIONS ARE CHANGE UNKNOWN. DESIGN ASSUMES COMPETENT AND QUALIFIED PERSONNEL ti WILL ERECT THE TOWER. 3. WORK SHALL BE IN ACCORDANCE WITH E.I.A.-222-D, "STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND W N ANTENNA SUPPORTING STRUCTURES'SLOPE . 4. THE MINI" YIELD STRENGTH OF STRUCTURAL STEEL MEMBERS W �- £ SHALL BE 50 KSI, EXCEPT AS NOTED BELOW. CHANTSU AR A&MBER ANGLE L2Xl/B THRU L3X3/16 6 ALL STRUCTLRAL PLATES SHALL BE 36 KSI. •• PROPERTIES 5. FIELD CONNECTIONS SHALL BE BOLTED. NO FIELD WELDS SHALL MEMBER SIZE BE ALLOWED. O.D. THICK. 6. STRUCTURAL BOLTS SHALL CONFORM TO ASTM A-325, EXCEPT WHERE NOTED. P PEI.5570 1.900 O.14 7. ALL HIGH STRENGTH BOLTS ARE TO BE TIGHTENED TO A 'SMG. -TIGHT" I- PIPE 2 STD 2.375 0.154 CONDITION AS DEFINED IN THE AUGUST 14, 1980, AISC SPECIFICATION PIPE 2 E.H 2.375 0.254 FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS'. B. PAL /WITS SHALL BE PROVIDED FOR ALL TOWER BOLTS. O O PfPE2.5E.H 2.675 0.276 9. STRUCTURAL STEEL AND CONNECTION BOLTS SHALL BE HOT-DIPPED M PIPE2.5STO 2.875 0.203 GALVANIZED AFTER FABRICATION, IN ACCORDANCE WITH PIPE 3 E.H 3.500 0.300 E.I.A.-222-D. PIPE 3 STD 3.500 0.216 10. STEP BOLTS AND ROHN-LOC SAFETY DEVICE SHALL BE PROVIDED PIPE 4 E.H 4.500 0.337 FOR CLIMBING THE ENTIRE HEIGHT OF THE TOWER. 4 PIPE 5 E.H 5.500 0.375 (1. TWO // HOLE WA VEGUIDE LADDERS PROVIDED FROM 5's PIPE 6 ENS 6.625 0.340 TO TOP OF TOWER. =N PIPE 6 E.H 6.525 0.432 12. DESIGN ASSUMES LEVEL GRADE AT TOWER SITE. PIPE B E.H 8.625 0.500 13. DESIGN ASSUMES ALL TRANSMISSION LINES ARE EQUALLY P DISTRIBUTED ON TWO TOWER FACES. 14. ROHN SHALL HAVE THE OPTION TO REVIEW FINAL DISH LOCATIONS, AZIMUTHS 4- AND LOCAL ASTRESSES ARE UNTS TO NOTIEXCEEDED.FY THAT THE ASSUMED TORO(JE VALUES 99 15. DESIGN ASSUMES PO ANTENNAS MOUNTED AS SYMMETRICALLY AS 1 N POSSIBLE TO MINIMIZE ACCUMULATED EFFECT OF TORQUE. 16. FOUNDATIONS,DESIGNED AND SUPPLIED BY OTHERS, A415T BE NORTHTOWER ADEQUATE TO SUPPORT REACTIONS SHOWN. P71 17. TOWER ORIENTATION DETERMINED FROM CUSTOMER SUPPLIED INFORMATION/. ti 4 Y N AXfS / /01A-BBOATX(76 wTOTAL LONG 1 27._8 .. / 60 DEG. 1 ASTM A 354 GR. BC (NOMINAL) 1�, N..♦ R-1.1-D.-1 I1.+, ♦D.t. AR..a ACks a •A 4 e (rrP.) _ THls DR1WIh0 Is ThE PROPERTY Ra.,. IT S ACT R 0 H N TO BE REPRODUCED, COPIED OR TRACED IN I II4KOR IN PART WIThOUT OLP WRITTEN CONSENT. TOWER REACTIQNS TOWER ORIENTATION 5e•'•' ^°"E e, A T,1,., COMPRESSION = 346.8 KIPS D�..n, CSR X90' SSMW TOWER TENSION = 311.2 KIPS N.T.S. Ch.ck.., //q FOR BELLSOUTH MOBILITY. INC. rorAL SHEAR = 63.8 KIPS FOR JACKSONVILLE O.T.M. = 7780.1 FT-KIPS App. En. 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The electrical contractor shall comply with the requirements of the General Supplemental Conditions of the project specifications. C. The electrical contractor shall coordinate metering and electrical ser- vice requirements with the Electrical Utility Company and telephone service requirements with Telephone Company. Verify and comply with all utility and Telephone Company requirements. Notify Bell south Mobility immediately if any utility easements are required. 0. Electrical drawings are diagrammatic only. Electrical subcontractor is responsible for installation of all work according to Architectural and Structural drawings as well . E. word "provide' shall mean 'This Contractor shall furnish and install ". F. Visit site and include allowance in bid for all costs related to the electrical installation. G. Demonstrate the operation of all electrical systems for the Owner at a time as directed by Owner's Representative. M. Lay out all work in advance. Do not deface work of other trades. Install all sleeves and blockouts; waterproof as required. I. As-Built Drawings: Maintain a contract set of electrical drawings at the site. Neatly mark all changes and deviations from the original drawings. Mark additions to prints in red and strike out deletions in green. This shall be a separate set of drawings, not used for constru- ction purposes, and shall be kept up to date as the job progresses and shall be made available for inspection by the Owner's Representative at all times. Upon completion of the contract, this set of "as-built's" shall be delivered to the Owner's Representative. J. Trenching and Backfilling: Perform all trenching and backfilling required by work performed under this Section in accordance with the excavating and grading specifications and as herein specified. Excavate trenches to the depth required for the utilities involved. The trench bottom shall be graded true and free from stones or soft spots. Trenches through specialty treated or surfaced areas, such as paving or blacktop, shall have the width of the surface cutting extended for a width of 8 inches on each side of the open trench. Unless otherwise noted, the disturbed surfaces shall be replaced ?5000-1 equal to the original construction, to the original grade with the same type of material , and to the same depths and limits as the materials removed. After acceptance by the Owner's Reoresentative, backfill , tamp, and compact to insure against the possibility of differential settl i ng. Verify location of existing or new utilities and, if damaged by this Contractor, replace or repair. K. Procure and pay for all permits, licenses and liability insurance, etc. Furnish certificate of final inspection and approval from local inspector. L. Material shall be as specified unless prior acceptance has been obtained from Architect seven (7) days before bid opening. 1.02 WARWTY The electrical contractor shall provide for the owner a one—year (from the date of final acceptance) warranty of all electrical equipment and systems provided under this contract except for incandescent or fluorescent lamps. All defective equipment or materials which appear during the warranty period shall be replaced or repaired by the electrical contractor in a timely fashion. PART 2 PRODUCTS 2.01 EQUIPMENT A. The electrical contractor shall provide all equipment, accessories necessary whether specifically stated or not to make the required electrical systems complete and operational . 8. All equipment provided shall be new except as otherwise stated on the drawings. All equipment provided shall be U.L. listed when such standards exist for the type of equipment furnished and acceptable for installation by the Local Building Authority. 2.02 CONDUCTORS A. Minimum size #12 AWG except for control circuits which may be 014 or signal circuits which shall be as indicated. All conductors shall be copper. Increase conductor size as necessary to limit branch circuit voltage drop to 3% and feeder voltage drop to 2 B. Conductor insulation shall be of type recognized by the National Electrical Code as approved for its particular application. Color code phase conductor per code. C. Splices for #8 and smaller conductors - wire or wing nuts. 0. All wire shall be copper, insulated for 600 volts. MOO-2 E. Color code all conductors by phase as follows: Wire No. 8 AWG and smaller shall be factory color coded. Wire larger than No. 8 AWG may be color coded by field painting or color taping of six inch (64) length of exposed ends. ^ ' 120/24OV. Phase A s Black Neutral s White Phase 8 s Red Ground s Green 2.03 OUTLETS A. 4" square or octagonal , zinc coated sheet steel boxes. 8. Provide 3/8" no-bolt fixture studs. C. Provide covers set to come flush with finish walls. 0. Utility or sectional switch boxes only where permitted. PART 3 EXECUTION 3.01 CONDUIT/RACEWAYS A. All conductors shall be enclosed by conduit sized in accordance with Table 3C of the National Electrical Code. Minimum 1/2" except for fac- tory furnished lighting fixture flexible conduit may be 3/80. 1. Galvanized rigid conduit (GRC) and intermediate metal conduit (IMC) shall be utilized for above and below grade applications in accor- dance with Articles 345 and 346 of the National Electrical Code. All couplings shall be threaded. 2. Rigid non-metallic conduit (PVC) Schedule 40 shall be permitted for below grade or concrete cast in place applications above grade. All elbow transitions to above grade or stub-out of floor, slab shall be asphalt coated rigid conduit. Provide equipment grounding conductor for all runs of rigid non-metallic conduit. 3. Electrical metallic tubing (EMT) shall be utilized for all dry, above grade or above floor applications in accordance with Article 348 of the National Electrical Code. Couplings shall be steel set screw type made up wrench-tight. 4. Flexible metal conduit shall be utilized for all connections to vibrating equipment such as motors (minimum of 2' -0" - maximum of S. Surface metallic raceways shall be used only in areas specifically noted and of size and type specified on the drawings. B. All exposed conduit (including conduit installed in ceiling plenums) shall be routed parallel or perpendicular with the building walls. Support conduit as required by the National Electrical Code. 16000-3 tee. C. Underground Utility Identification: Provide a 6 inch wide, yellow „ colored plastic tape on which is imprinted in large, legible, black letters "Caution - Electrical Utilities Below". Install the tape for the continuous length of all underground primary raceways Provided under this contract. Tape shall be bu ried not less than 12 incnes below finished grade. Tape shall be Reef Industries, Griffolyn Company, Terra Tape, or Brady "Identoline", or as accepted. 0. Below Grade: Defined as the area below finished grade for a building exterior and below or within the bottom floor slab for a building interior and within exterior building walls that are below grade. Below-grade conduit terminated under main service equipment, padmounted transformers, etc., above floor slabs and equipment foundations shall project 2-inches minimum above floor or foundation finish to prevent water entry. Install exterior underground conduits 30 inches minimum below finished grade. 3.02 GROUNDING A. Provide a separate grounding conductor, securely grounded on each side of all raceways containing sections of plastic or flexible raceways. Size in accordance with the National Electrical Code. B. Provide a green grounding jumper from the ground screw to a box grounding screw or clip for all grounding type devices. Use insulated wire. C. Do all excavation, backfill and compaction for grounding work in accor- dance with Section 02200. Conduit used specifically for grounding system shall be PYC. No metallic conduit is allowed. 0. Service equipment, conduit systems, supports, cabinets, equipment, transformers, fixtures, the grounded circuit conductor, etc., shall be properly grounded in accordance with the latest issue of the National Electrical Code. Provide all bonding jumpers and wire, grounding bushings, clamps, etc., as required for complete grounding. Route ground conductors to provide the shortest and most direct path to the ground electrode system. Ground connections shall have clean contact surfaces, use stainless steel nu_ is, bolts and washers for bolting. Make readily accessible connections to a continuous, meta tc, underground cold water piping system at the point where it enters the building. E. All insulated ground cable shall be color-coded green. Insulated ground system conduit shall be terminated with insulated bushings. F. Install exterior ground conductor as shown, approximately 18 inches below finished grade and a minimum of 2 feet outside building walls, unless otherwise shown on drawing. Bond cable to ground rods and to principal ground point. All connections underground, cable to cable, cable to ground rods, shall be thermal welded. All thermowelds shall be the parallel type. G. If grounding conductor is in contact with earth, tinned c000er shall be used. If no size is indicated, #2 solid shall be used. A#» 16000 a H. Use bimetallic connectors when connecting from copper cable to aluminum obJects. I. Ground fence posts and gate to exterior ring ground as indicated on the drawings. Use post clamp connectors. (T b 8 Series 3900). J. Check the resistance between electrical system and ground. The resistance between the electrical system and ground shall not exceed 5 ohms at any point. If resistance is more than 5 ohms contact the engineer. NOTE: The type of earth resistance test required is the 'fall off- potential method'. K. All exterior metallic obJects on building shall be grounded to exterior ground ring with #2 AWG bare solid tinned copper cable. L. All electrical equipment shall be grounded to the main building ground systems, unless noted otherwise. M. Provide #2 AWG solid bare tinned copper pigtail from exterior ground to tower cable entry port where applicable. N. Provide gradual bends for all grounding cable turns. No sharp 90 degree bends allowed. Minimum bending radius to be 8 inches. Ground conductors shall be as short as possible. 0. Do not backfill around grounding electrode with rocky soil . P. Provide lock washers for all bolt or screw connections. Use stainless steel screws, washers, nuts, etc. Q. All grounding connectors shall be two holed connectors such as T b 8 32001 TL. R. For grounding to metal downspouts use a two holed connector such as T b 8 32007 80. S. For all external ground connections apply a protective coating of an anti-oxide, such as Burndy Anti-Oxi dent. 3.03 CONSTRUCTION LIGHTING AND POWER A. Provide all temporary facilities required to supply construction power and light. Install and maintain facilities in a manner that will pro- tect the public and workmen. Comply with all applicable laws and regulations. B. Upon completion of the work, remove all temporary facilities from the site. END OF SECTION 16000-5 BELLSOUTH MOBILITY GROUNDING CHECKLIST INFORMATION SUPPLEMENT Attached is a copy of the recently issued BMT Grounding Standard that shall be utilized at all HMI installations . Please incorporate this Standard in all contract documents and bind the document into the specifications . Please instruct the general contractors that every site shall meet all applicable sections of the standard or the work shall be repaired at a cost to be borne by the contractor. Due to several severe lightning strikes at several sites , this Standard has been adopted to minimize future financial losses . While the entire standard may be pertinent to our sites , special attention should be made to sections 1 , 2 , 3 ,4 , 5 ,6 , 7,8 , 9, 10 . wo 13 , 15 , 16 , 26 , the attachments and sections 17-24 for MTSO sites . Please instruct all electrical engineers to carefully review this document and contact me to clarify any questions that may arise . Please take this document seriously! In addition to adopting this standard, a visual inspection of the buried ground ring and driven ground rods shall be preformed prior to burial . Instructions shall be p given to all contractors that an inspection shall be arranged with the local HMI field office to inspect the completed buried installation prior to back filling. All arrangements shall be made at least 48 hours in advance and other work may take priority at their discretion, so it will be better for all concerned to make arrangements as far in advance as possible. If the ring is buried prior to inspection, the system must be uncovered at the contractors expense for inspection. Please note that if any items in the buried system do not meet with the approval of the inspector, the items shall be corrected and another inspection be scheduled and written approval given prior to back filling. ,► Upon final completion of the project , including all antenna and equipment installations , a complete inspection of the grounding system shall be preformed by a designated field person. This inspection shall be completed prior to cell activation and corrective action shall be taken as required. Final payment to the contractor shall not be made prior to this inspection and final acceptance of the grounding system. BellSouth '.Mobility GROUNDING CHECKLIST VERSION 06-17-87 T A B L E O F C O N T E N T S 1 . GENERAL. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 2. GROUNDING PLANS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 3 . BURIED EXTERIOR GROUND FIELD. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 3 . 1 ( J An exterior wire ring bus totally encircling the . l 3 . 2 ( J Ground field resistance shall not exceed 5 ohms 3 . 3 [ J Each buried external ground bus , and inter-bus i 3 . 4 [ J The bus is buried AT LEAST 18 inches below grade . . : 3 . 5 [ J The bus is spaced approximately 2 feet from the b . :. 3 . 6 [ J The bus ends are joined to form a continuous ring. l 3 . 7 ( J Driven ground rods are connected to the bus no . ! 3 . 8 [ J The ground rods are a minimum of 5/8 inches diame . l 3 . 9 ( J The driven ground rods are A. I . S . I . 3021/304 . 1 3 . 10 ( J Ground rods are installed utilizing a grou. 2 3 . 11 ( 1 Where ground rods cannot be driven vertically 2 3 . 12 ( j In hard or rocky earth conditions that p . 2 3 . 13 [ ] Inspection access hand holes are provided . 2 3 . 14 ( J All ground bus connections buried in earth, sho . 2 3 . 15 ( ] External metal objects must be directly bonded . 2 3 . 16 ( J All environmentally exposed, non-welded conn. 3 4 . TOWER GROUNDING. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 4 . 1 ( J A ground rod shall be installed approximately . 4 4 . 2 ( J Ground rods are tied together to form a ring usi . 4 4 . 3 ( ] All environmentally exposed, non-welded conn. 4 4 . 4 ( J The tower ground field is bonded to the radio eq. 4 4 . 5 [ ] Inspection ' handholes ' shall be provided for the . 4 4 . 6 ( J The outer shield of coaxial cables must be bon. 4 4 . 7 [ ] Each guy wire is grounded directly to a 5 ohm . 4 5 . ROOF MOUNTED EXTERIOR RING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 5 . : [ ] wire ring is formed around tower legs similar . ! 5 . 2 [ ] Bonds are extended from the ring to tower 1e. 5 5 . 3 [ J On steel frame buildings , at least two bo . 5 5 . 4 [ J Where continuity to earth through building steei . 5 ,. 6 . CELL GROUNDING SYSTEM - GENERAL. . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 7 . INTERIOR GROUND RING (PERIPHERAL BUS) . . . . . . . . . . . . . . . . . . . . . . 5 7 . 1 ( J An interior wire bus totally encircles the perip. 5 7 . 2 ( ] The interior peripheral ring bus is constructed . 5 7 . 3 ( J The interior peripheral ring bus should be su. 5 7 . 4 [ J Ground bus bars will be electrically in series w. 5 7 . 5 ( J Every floor supported or wall mounted equipment . 5 7 . 6 ( ] Mounting surfaces for terminals and similar . 6 7 . 7 ( ] Connections to the interior peripheral ring sho . 6 7 . 8 [ ] Connections are established to the interior per - 6 7 . 8 1 ( J Building metal components : roof trusses - 6 7 .8 2 ( J At the top of the cellular radio bay ea. 6 7 . 8 3 ( J The metallic transmission line entrance . 6 7 . 8 4 [ J Ventilation louvers or sheet metal du. 6 7 . 8 5 ( J The cable tray system (multiple connect-4 . 6 7 . 8 6 [ J The AC power panel enclosure ( as permitte. 6 7 . 8 7 [ ] The telephone terminal block enclosure ; a . 6 7 . 8 8 ( J Metal frames of openings in walls , inc. 1 7 . 8 9 ( J Any other permanent , significant , metal ob . 7 „ 7 . 8 10 ( ] Metal Battery racks . . . . . . . . . . . . . . . . . . . . . . 7 7 . 8 11 [ ] Emergency generator ( may be a separa . 7 7 . 8 12 ( J Transfer switch enclosure ( may be a separ . 7 7 . 8 13 [ Metal water utility pipes on the street . 7 " 7 . 8 14 ( J Receiver multicoupler . . . . . . . . . . . . . . . . . . . . 7 7 . 8 15 ( j Telephone protectors . . . . . . . . . . . . . . . . . . . . . 7 7 . 8 16 [ J AC Power Line protectors . . . . . . . . . . . . . . . . . 7 00 7 . 8 17 ( J The negative 'lead of the 24-volt p . 7 7 . 8 18 [ J All conduits will be grounded when c . 7 7 . 8 19 ( J Pipes , ducts conduits and similar metas 7 7 . 8 20 ( j All non-unitized bay lineups contained . 7 8 . INTERIOR -to- EXTERIOR BONDS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 8 . 1 [ J One bond wire shall be r1in directly from the . 7 8 . 2 [ J Connections of No. 2 AWG solid tinned coppe . 7 8 . 3 [ ] Where bends occur , the bending radius should . 8 9 . UNIT BONDS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 9 . 1 [ J METALLIC objects located within one foot of each. 8 9 . 2 J METALLIC objects located within one to six feet o . 8 9 . 3 ( J Where bends occur , the bending radius shall not b . 8 10 . AC SERVICE CONDUIT. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 AC service conduit must provide a continuous eq. 8 • 10 . 2 [ ] If overcurrent devices above 20 amperes are u. 8 10 . 3 ( ] Grounding bonds to conduit shall be made using. 8 11 . MTSO GROUNDING SYSTEM. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .9 11 . 1 ( ] There exists a single ground bar designated . 9 11 . 2 ( J The GWB is a copper bar between 18 and 48 inches . 9 : 1 . 3 [ The GWB is bonded to the ' I ' section of the . 9 11 . 4 ( J The resistance of the GWB to MOB bond should not - 9 11 . 5 ( J No electronic switching system framework shall 5 . 9 11 . 6 ( J The following connections are to be insulated `r . 9 11 . 7 [ J The primary central office ground bus bar is de - 10 11 . 8 [ J The MGB is designated with zones ' P ' for . 10 11 . 9 [ ] Connections to the MGB are as follows : . . . . . . . . . . 10 11 . 9 1 [ ] Cell site -24v power return ground. ( BD. 10 11 . 9 2 [ ] Cell site equipment frames . . . . . . . . . . . . . . 10 11 . 9 3 [ ] Cable entrance ground bar . ( CEGB) . . . . . . . 10 11 . 9 4 [ ] Distributing frame ground. ( CDF) . . . . . . . . !0 11 . 9 5 ( J Standby power equipment framework . . . . . . . 10 11 . 9 6 [ ] Commercial power neutral . (AC MGN) . . . . . . 10 11 . 9 7 [ ] Building structural steel . . . . . . . . . . . . . . . 10 00 11 . 9 8 [ ] External earth ground field . . . . . . . . . . . . . 10 11 . 9 9 ( J Water system ground. . . . . . . . . . . . . . . . . . . . . 10 11 . 9 10 [ J Miscellaneous non-isolated ground plan. 10 11 . 9 11 ( ] MTSO -48V battery ground return bar . ( . 10 11 . 9 12 ( J Lighting system. . . . . . . . . . . . . . . . . . . . . . . . 11 11 . 9 13 ( ] Ground Window Bar ( GWB) . . . . . . . . . . . . . . . . 11 11 . 9 14 [ j Other isolated ground zones . . . . . . . . . . . . 11 12 . INSULATION. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 12 . 1 ( j Anchor bolts . ESS frame anchcr bolts may. : : 12 . 2 ( J Bottom of frames . A sheet of insulating sheet 11 12 . 3 [ j Superstructure supports . Brackets extended . 1i 12 . 4 ( J Conduits and Receptacles . If conductive condu. 11 12 . 5 [ J Conduits connected to ESS Isolated Groun. : l 13 . CONDUITS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 Protected ac service from e er e cy ac plant . 12 13 . 2 ( J Essential ac service from power service cabine , 12 13 . 3 [ J 115V commercial ac service from light . 12 14 . AC SERVICE CONDUIT. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 14 . 1 ( J AC service conduit must provide a continuous e . :2 14 . 2 [ ] If overcurrent devices above 20 amperes are . 12 14.. 3 ( J Since the ac equipment ground system is part . 12 14 . 4 [ J If an equipment ground conductor (green w. 12 15 . CONDUIT ROUTING. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 15 . 1 [ J After routing through the MGB into the ESS IG . 12 15 . 2 J Generally, conduit is supported `rom the . 12 15 . 3 ( J It should be noted that conduits containing re - 13 16. ESSENTIAL CIRCUIT CONDUIT. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13 16 . 1 [ ] Protected or essential circuits may be exte . l3 17 . LIGHTING SYSTEM COMPONENTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13 17 . 1 ( J Panelboard : A No . 6 AWG bond shall be provid. l3 * 17 . 2 ( J Unistrut channel support network: The support . 13 17 . 3 ( j On the floor containing the MGB , the Unistrut . :3 17 . 4 ( ] On floors containing electronic equipment as . 13 18 . IGZ PROXIMITY BONDING. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13 18 . 1 j Air ducts , electrical conduit , metal piping an . 13 19 . GROUND RESISTANCE OBJECTIVE FROM MTSO MGB TO EARTH. . . . . . . . 14 19 . 1 [ ] There are three primary surge absorbers ( A) c . 14 ?*!* 20. TELCO CABLE ENTRANCE GROUND BAR (CEGB) . . . . . . . . . . . . . . . . . . . . 15 20 . 1 [ J CEGB is located as close as possible to physic . 15 20 . 2 [ J CEGB is insulated from the mounting surface. . . . . 15 20 . 3 [ J CEGB is bonded directly to the interior grou. 15 21 . CABLE SHEATHING. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15 21 . 1 ( ] Cable sheaths entering the building via the cab. 15 21 . 2 [ ] There is NO sheath continuity between the CEGB . 15 21 . 3 ( ] The MDF side of the sheath is grounded ONLY at . 15 22 . POWER TRANSIENT PROTECTION. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15 22 . 1 ( J Site is equipped with a lightning arrester cap . :5 22 . 2 ( ] Conducting path to/from the arrester is run ins . 15 22 . 3 ( ] Surge protection equipment should be wired . 15 22 . 4 ( ] If the arrester is greater than thirty feet f . 15 23 . TELECOMKUNICATION LINE TRANSIENTS . . . . . . . . . . . . . . . . . . . . . . . . . 16 23 . 1 [ J Telecommunication circuits are protected wit . 16 24 . PATH INDUCTANCE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16 24 . 1 ( ] Where possible , run telecommunications cables a . 16 24 . 2 ( ] Where possible, run telecommunications and powe . 16 25 . LIGHTNING COUNTERPOISE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16 25 . 1 [ J The tower provides a counterpoise within 16 26 . CONNECTION CONSIDERATIONS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16 26 . 1 [ } Connections must conform to compatible combinat . !7 26 . 2 ( J Two bolt crimp connectors are used for strand. l7 26 . 3 ( J Two bolt + pressure connectors are used for so1 . .7 26 . 4 [ ] Crimp connectors are used for stranded wire con. 17 26 . 5 ( J Zn conformance with NEC article 250-113 , con. 17 L I S T O F T A B L E S 3-1 : MERNAL METALLIC OBJECT BONDING. . . . . . . . . . . . . . . . . . . . . . . . . . 2 7-1 : CONNECTIONS TO INTERNAL GROUND RING. . . . . . . . . . . . . . . . . . . . . . . 5 26-1 : DISSIMILAR METAL GROUPS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18 BeilScut:: Mob., : :7 .:.c GROUNDING CHECKLIST 1 . GENERAL This paper is designed to function as a grounding checklist for both initial installation and recurring inspections . If copies are made of this paper it may be used as the actual worksheet . Space is provided at the end of the document for comments , and small boxes J ' are provided for indicating compliance . Comments should, reference specific paragraph numbers . 2 . GROUNDING PLANS BellSouth Mobility Inc ( HMI ) uses an equalization grounding plan for cell sites , and an isolated ground zone plan for the MTS0 . When the MTSO has a cc-located cell , both plans may cc-exist and care must be taken not to confuse the requirements . 3 . BURIED EXTERIOR GROUND FIELD 3 . 1 J An exterior L• re ring bus totally encircling the radio building and connected ~o the separate wire ring that totally encircles the tower 3 . 2 [ J Ground field resistance shall not exceed 5 ohms at any point within the integral field. The 25 ohm value stated in the National Electrical Code ( NEC ) applies to the minimum resistance for a single electrode , and is NOT a satisfactory value for a ground system . 3 . 3 J Each buried external ground bus , and inter-bus bonds , and all buried portions of connections to the buried ground bus , are composed of bare No . 2 AWG solid tinned copper wire . Using untinned solid wire or stranded wire will shorten the bus life , and insulated wire will reduce soil contact . 3 . 4 [ ] The bus is buried AT LEAST 18 inches below grade. 3 . 5 [ ) The bus is spaced approximately 2 feet from the building foundation. 3 . 6 ( ] The bus ends are joined to form a continuous ring around the structure to be protected. 3 . 7 [ J Driven ground rods are connected to the bus not less than 10 feet apart or more than 15 feet apart . 3 . 8 [ J The ground rods are a minimum of 5/8 inches diameter and at least 10 feet long to insure contact with permanent ground moisture . The rods will be driven to ground ring depth. 1 on Be_ -7 �..: 3 . 9 The driven ground rods are A . I . S . I . 302/304 alloy stainless steel or copper clad steel ( copperweld) . Steel rods , bare or galvanized , or covered with copper tubing, or hollow core pipes of any type shall NOT be used as driven ground rods . 3 . 10 j Ground rods are installed utilizing a ground rod shield , such as Erico products catalog 5-2928 , so that the tops do not ' mushroom' . 3 . 11 j Where ground rods cannot be driven vertically to the desired depth below grade, they may be driven at up a 45° angle , so long as the rods penetrate the frost line and reach a depth of permanent ground moisture . 3 . 12 ? In hard or rocky earth conditions that prohibit vertically driven rods , 20 gauge copper grounding NAW plates at least 18 inches square may be buried 30 inches below grade and thermal welded to the buried ground rr_g . 3 . 13 j Inspection access hand holes are provided at all primary bond points along the ring that allow access for connection inspection and periodic ground resistance checks . This includes hatchplate bonds , tower bus bonds and all interior/exterior bonds as well as bonds from other ground fields . 3 . 14 ( J All ground bus connections buried in earth, should be thermal welded connections such as Cadwelding or brazing . Clamp connections are prohibited. 3 . :5 [ j External metal objects must be directly bonded to the buried ground field . This includes buried , earth supported , and building mounted metal objects . A detailed list may be found in the table below titled EXTERNAL METALLIC OBJECT BONDING . Table 3-1 : EXTERNAL METALLIC OBJECT BONDING ( a) Buried metallic objects : ( 1 ) Lightning rods ( 2 ) Power Co . or other driven electrodes " ( 3 ) Fuel tanks sinless protected with cathodic system utilizing sacrificial anode rods ( 4) Conduits, pipes Ee_ _Scutft Mobility :nc ( 5 ) Other objects with metallic connection to the building ( potential earth electrodes ) ( b) Earth supported metallic objects located within, or less than 5 feet beyond, perimeter of ring : ( 1 ) Tower legs ( 2 ) Air conditioning condenser knits ( 3 ) Metal fences ( including bond across gate openings , multiple bonds at 25 foot intervals if run continuously within 6 feet of ring) ( 4 ) Cable support/ :ce bridge legs ( 5 ) All other metallic objects . ( c) Metallic objects mounted on building : ( 1 ) Cable entrances ( 2 ) Down spouts ( 3 ) Aluminum ( or similar) exterior wall siding ( 4 ) Conduits , pipes ( multiple grounds required every 25 ( nominal ) to 50 ( maximum) feet when run parallel to earth on exterior walls ( 5 ) Air exhaust hoods ( 5 ) Parapets ( at each corner of building when parapets are electrically con- mous , otherwise at least one band -o each discontinuity in addition to corners ) ( 7 ) Metallic structures supported on roof ( 8 ) Lightning protectors ( arresters ) associated with AC service «• ( 9 ) Outer sheath of co-axial antenna cables ( 10 ) Other metal of similar nature (d) Metallic components of building structure : ( 1 ) Steel members in foundation wall ( e . g . bond each building perimeter column) ( 2) Outer layer of reinforcing bars in exterior walls of reinforced concrete building ( e.g. , one bond per area between adjacent columns or 25 foot intervals maximum) "* ( 3 ) Reinforcing bars of concrete knockout panels ( :ebars not in contact with building structure rebars) ( 4 ) Other building structure metal exposed on outer surface of building . 3 . 16A21 environmentally exposed , non-welded connections will be cleaned free of all dirt , paint and oxidation on all connecting surfaces , and then treated with a protective , anti-oxide coating, such as Burndy anti- oxidant or NO-OX-ID "A" (Dearborn Chemical Co . ) , 4 . TOWER GROUNDING Generally the tower will be supplied with a buried external ground field similar to that described above . All requirements as to wire tfpe , connection methods , etc . are the same . 4 . : A ground rod shall be installed approximately 2 feet `rom the base of each footing and bonded to the tower leg with a No . 2 AWG bare tinned solid copper wire and thermally cadwelded or brazed to the tower leg , two feet up the leg in order to allow for a gentle bend and a maintenance free connection. If a weld is impossible, 2 hole tongue connectors may be used on a cleaned leg surface coated with anti-oxide coating . Additional ground rods may need to be installed in order to meet the rod spacing requirements described above. 4 . 2r ? Ground rods are tied together to form a ring using No . 2 AWG bare tinned solid copper wire . 4 . 3 All environmentally exposed , non-welded connections will be cleaned free of all dirt , paint and oxidation on all connecting surfaces , and then treated with a protective, anti-oxide coating, such as 5urndy anti- oxidant or NO_OX_ID_"A" ( Dearborn Chemical Co . ) . ( Ref : NEC Article 250-11B ) 4 . 4 ( The tower ground field is bonded to the radio equipment building ground field using the same materials and methods as the field itself . 4 . 5 ( ] Inspection ' handholes ' shall be provided for the tower field -to- cell field inter-system bonds . 4 . 6 ( ] The outer shield of coaxial cables must be bonded with a O. minimum #6 AWG solid copper wire to a ground conductor near the top and bottom of the coaxial rttn . the bottom bond should be made just before tower takeoff . Elliptical waveguide requires special precautions before attaching a ground kit . Contact the RF engineer " 4 3elIScut n Mot. ._ ty : :c before grounding an elliptical waveguide sheath. 4 . 7 ( J Each guy wire is grounded directly to a 5 ohm ground field. The grounding wire connections should be made above the loops and turnbuckles . All galvanized materials are preferred for the connections , otherwise utilize the DISSIMILAR METAL GROUPS table found at the end of this document . The grounding lead is dressed straight down as close to vertical as possible . 5 . ROOF MOUNTED EXTERIOR RING 5 . : [ J Wire ring is formed around tower legs similar to a buried tower ring. 5 . 2 ( Bonds are extended from the ring to tower legs and other metallic objects on the roof to ensure equalization. . 5 . 3 J On steel frame buildings , at :east two bonds at opposing points on the ring are bonded to earth ground. 5 . 4 ( J Where continuity to earth through building steel- cannot be assured, at least two No . 2 AWG solid tinned bare copper wire bonds shall be extended from the ring to the building buried exterior ground field, or the water pipe ground at the building service entrance , if no exterior buried field exists . 6. CELL GROUNDING SYSTEM - GENERAL The grounding plan utilized for cells consists of a dissipaticn and equalization plan . The objective is to establish a ILw Impedance between neighboring metallic objects within the radio building , and , also low impedance between the bonding network and earth . 7 . INTERIOR GROUND RING (PERIPHERAL BUS) 7 . 1 ( ] An interior wire bus totally encircles the periphery cf the radio equipment area at an approximate height of 8 feet 6 inches . 7 . 2 ( J The interior peripheral ring bus is constructed of No. 2 AWG STRANDED type THW wire . Bare wire is allowed , but green insulated wire is preferred. No other color of insulation is allowed. Solid wire is avoided due the fact that crimp connectors CANNOT be used for bonds . 7 . 3 [ ] The interior peripheral ring bus should be supported from the walls , above the frames using standoffs at approximately two foot intervals . Where bends occur, the bending radius should be not less than eight 5 p.» inches . Bends of greater than 900 are not allowed . 7 . 4 ( J Ground bus bars will be electrically in series with the ring bus and will be mounted at the same height as the ring in order to reduce unnecessary bends . Table 7-1 : CONNECTIONS TO INTERNAL GROUND RING 7 . 5 ( J Every floor supported or wall mounted equipment bay or cabinet and other equipment installed within the radio area, with the exception of minor units , such as wal. clocks , shall be banded to the ring ground system with. No. 6 AWG bond wire unless otherwise stated. 7 . 6 ( J Mounting surfaces for terminals and similar ground connections should be cleaned of all dirt , paint and oxide , and then be coated with an anti-oxide compound such as that made by Burndy . 7 . 7 ( J Connections to the interior peripheral ring should be made with crimp ( compression ) type connectors , or parallel thermal welded connections . In some historical installations that remain as solid wire due to replacement economic considerations , it should be noted that crimp type connectors CANNOT be used, and thermal welding or pressure type connectors must be used . 7 . 8 [ Connections are established to the interior peripheral ring bus according to the list that is found below. Supplementary buses shall be connected to the peripheral bus using parallel crimp connectors . Special attention should be paid to the direction of the wire turn when making this connection . The blunt end of the supplementary bus should point towards the nearest hatchplate . This allows the supplementary bus to turn towards the hatchplate ( primary bond point ) . The following is a partial list of items which should be connected to the internal ground ring: 7 . 8 1 [ j Building metal components : roof trusses , reinforced concrete wall panels , ;petal reinforcing mesh in courses of concrete block wall . 7 . 8 2 [ ] At the top of the cellular radio bay each unitized lineup of cellular equipment . A No . 2 AWG stranded copper wire is recommended for this purpose . It is assumed the equipment frames within a lineup are electrically connected together . 7 . 8 3 [ J The metallic transmission line entrance hatch , or 6 hatch grounding bar if non-metallic . A No . 2 AWG copper wire is recommended. 7 . 8 4 ( J Ventilation louvers or sheet metal ductwork , air filter and air exhaust opening frames . - . 85 ( J The cable tray system ( multiple connections may be desirable) . 7 . 8 6 ( The AC power panel enclosure ( as permitted by local codes ) . 7 . 8 7 ( ] The telephone terminal block enclosure ( as permitted by local codes ) . 7 . 8 8 [ ] Metal frames of openings in walls , including door frames and doors . 7 . 8 9 ( ] Any other permanent , significant , metal object within six feet of any other grounded object . 7 . 8 10 ( ] Metal Battery racks . 7 . 8 11 ( J Emergency generator ( may be a separate internal ground system in generator room) . 7 . 8 12 ( J Transfer switch enclosure ( may be a separate internal ground system in generator room) . 7 . 8 13 ( J Metal water utility pipes an the street side of the meter (when permitted by local codes ) . 7 . 8 14 ( ] Receiver multicoupler . 7 . 8 15 ( ] Telephone protectors . 7 . 8 16 ( ; AC Power Line protectors . 7 . 8 17 ( ] The negative lead of the 24-volt power plant ( cellular equipment) . 7 . 8 18 ( ] All conduits will be grounded when crossing the internal ground ring . 7 . 8 19 ( ] Pipes , ducts conduits and similar metal components shall be bonded at points where such units exit from the radio area. 7 . 8 20 ( J All non-unitized bay lineups contained within the cell area will be connected together by a #6 stranded bare copper wire , with each end of the lineup connected to internal ground ring by a #6 stranded bare copper wire . 7 8 . INTERIOR -to- EXTERIOR BONDS 8 . 1 ( One bond wire shall be run directly from the buried exterior ground field to each transmission line hatchplate . These bonds are primary bonds and should be No . 2 AWG bare tinned solid copper wire extended from a cadweld connection at the buried exterior ring bus , to the hatchplate exterior , and connected there by welding or a two hole bolted tongue connector . Since this connector will be exposed to the elements , the connecting surfaces should be cleaned of all dirt , paint and oxide , and then be coated with an anti -oxide compound such as that made by Burndy . Conduit , if used, must be non-metallic . 8 . 2 [ j Connections of No . 2 AWG solid tinned copper wire secondary bonds should be extended between the interior and exterior ground rings via PVC conduit at appropriate intervals of 50 feet :)r less . There should be a minimum of four , located near building corners . Connections between the solid and stranded wire should be made using parallel type exothermic welds . The interior portion of this wire may be stranded , but the crimp connection should be made Inside . 8 . 3 [ ] Where bends occur , the bending radius should not be less than 1 foot , and never less than 8 inches . Bends of greater than 900 are not all:wed . 9. UNIT BONDS Certain objects within or part of a building are spontaneously grounded through incidental ground paths . Practical minimization of voltage differential is achieved with the application of additional grounding paths of the lowest practical impedance . Metallic objects in the radio area must be grounded to the internal ring bus . Additionally metallic objects within a 6 foot mutual proximity must be bonded together using a #6 or larger wire . 9 . 1 ( ] METALLIC objects located within one foot of each other shall have a bonding path that does not exceed 15 feet . 9 . 2 ( ] METALLIC objects located within one to six feet of each other shall have a maximum bonding path that does not exceed 30 feet . For example, assume that two adjacent metallic objects are bonded by wires that run up the wall to the internal ring. The path length up the wire from one of the objects and back down to the other object , must NOT exceed 30 feet . 9 . 3 ( j Where bends occur , the bending radius shall not be less " than eight inches . Bends of greater than goo are not allowed. 10 . AC SERVICE CONDUIT 10 . 1 [ ] AC service conduit must provide a continuous equipment ground path between the enclosure containing the circuit overcurrent protection device and the enclosure of the load equipment , as specified in NEC Article 250 . 10 . 2 ( ] If overcurrent devices above 20 amperes are used to protect a circuit , an equipment grounding conductor (green wire) must be run in the conduit . 10 . 3 ( J Grounding bonds to conduit shall be made using clamp type connectors . low g _w• 11 . MTSO GROUNDING SYSTEM Electronic switching systems contain sensitive electronic devices that may be more easily damaged by voltage disturbances than older electromechanical systems . This reason, as well as other idiosyncrasies of the electronic systems , normally not Imp significant factors in electromechanical systems , require that a variety of inique conditions be employed to isolate the electronic system from voltage disturbances . The method employed to eliminate stray currents generated outside the electronic system from coursing through members of the electronic system ground plane is to isolate that ground plane from any contact with the integrated ground plane (which includes structural grounds as well as the interior/exterior ground rings ) , except for a single paint . All equipment associated with the electronic switching system are contained within a physical area defined as the Isolated Ground Zone ( IGZ) . There will be a single ground bar within the IGZ that is designated the Ground Window Bar ( GWB ) . Outside of the IGZ , there is a ground bar designated as the Master Ground Bar ( MGB ) , which is the focal point of part of the interior grounding system . A single interconnection extends a ground reference from the IGZ to the integrated ground plane by connecting a 2/0 or larger copper wire between the ground window and the master ground bar . In a very small office , the GWB and MGB may be the same bar , omitting the interconnection. 11 . 1 [ ] There exists a single ground bar designated as the ground window ( GWB ) which is defined as a spherical zone extending to a radius of approximately 3 feet from a midpoint of the bar . This bar is a ground reference ONLY, and it is not used to carry current . 11 . 2 ] The GWB is a copper bar between 18 and 43 inches long, mounted upon insulated supports , and physically located inside the Isolated Ground Zone ( IGZ) . 11 . 3 ( ] The GWB is bonded to the ' I ' section of the Master Ground Bar (MGB) via a 2/0 or larger wire. 11 . 4 ( J The resistance of the GWB to MGB bond should not exceed . 005 ohms . 11 . 5 [ J No electronic switching system framework shall be more than one floor away from the GWB . 11 . 6 [ J The following connections are to be insulated from the integrated ground plane and connected to the GWB : [ J The 2/0 or larger wire from the MGB . [ J ESS common equipment grounds ( including channel '"" 10 Be. .Jcu:.. Mob_ i _ t1 Aa banks ) ( J Cable tray system [ J Distribution frame ( if within the IGZ ) ( ] All other metallic objects that enter or leave the IGZ . 11 . 7 ; J --he primary central office ground bus bar is designated the Master Ground Bar (MGB) . It is a copper bar 18 to 45 inches long, 1i4 inches thick, and 3/4 to 4 inches wide . :t is insulated from its support , and physically located near the telco cable entrance , and an entrance point of the external earth ground . The MGB serves as the interface point between the IGZ/GWB and the integrated ground plane . The MGB is designated with zones ' P ' for surge producers , ' A ' for surge absorbers , ' N ' for Nonisolated ground zones and ' I ' for isolated ground zones . ( see figure below) +---------------------------------------------------+ c --------P-------> ;< -----A------> � <--N--> � <--I----> � 11 . 9 [ ] Connections to the MGB are as follows : Sur a Producer section 11 . 9 1 [ Cell site -24v power return ground . ; BDF -24 CELL) _ 9 2 [ J Cell site equipment frames . . . . 9 3 J Cable entrance ground bar .JIM ( CEGB ) 11 . 9 4 [ J Distributing frame ground. ( CDF) 11 . 9 5 [ ? Standby power equipment framework. Imp Surge Absorber section 11 . 9 6 [ J Commercial power neutral . (AC MGN) 11 . 9 7 ( J Building structural steel 11 . 9 8 [ ] External earth ground field. 11 . 9 9 ( J Water system ground Non-Isolated ground plane ( integrated ground lane) (N lI 11 . 9 10 ( 1 Miscellaneous non-isolated ground plane equipment . 11 . 9 11 ( MTSO -48V battery ground return bar . ( 30F -48 MTSO) 11 . 9 12 ( J Lighting system • Isolated aroundplane ( IGZ ) 11 . 9 13 J Gro+ind Window Bar ( GWB) 11 . 9 14 ( ] Other isolated ground zones . 12 . INSULATION Isolation of ESS equipment is accomplished by the use of insulators between points where metal work common to the inte- grated plane must be fastened to metal work common to the ESS IGZ . Such points include : Anchor bolts . ESS frame anchor bolts may touch grounded structural metal in a floor . An insulator separates bolt heads from frame metal . 12 . 2 j Bottom of frames . A sheet of insulating sheet material is placed between frames and floor . If floor tile is non-conducting, it may be considered to be the required material . if insulated bolts are used and the unit does not actually touch the floor , then the insulated bolts may be used without the insulating sheets . 12 . 3 Superstructure supports . Brackets extended above frames support unistrut channels that , in turn, support fluorescent lighting fixtures , conduits and power :able racks that are part of the integrated ground plane . Insulators placed on top of the support brackets isolate the ESS IGZ plane . 12 . 4 ( Conduits and Receptacles . If conductive conduits are used , they must pass through and be bonded to the ground window bar ( GWB ) , and be insulated for the remainder of the run. 12 . 5 ( J Conduits connected to ESS Isolated Ground Zone equipment and supported from unistrut lighting support channels are insulated by means of fiber sheeting wrapped around the conduit at points of support . Alternately, non-conductive conduit may be used . All AC Receptacles within the IGZ must comply with NEC Article 250-74 , Exception 4 . This exception provides for an insulated grounded conductor . This grounding conductor (green wire) must terminate at the MTSO GWB and be run according to NEC article 384-27 . ,2 5e__Scutn ucb: tl 13 . CONDUITS Metallic and PVC conduit will be found in typical cellular installations . Metallic or PVC can be used as allowed by the electrical code in circuits feeding active electrical cir_uits , but ONLY non-metallic conduit should be used with grounding paths . This is because the inductive reactance induced by metallic conduit reduces the effectiveness of the grounding path . Metallic conduits extending ac service into the ESS IGZ area must be routed through the ground window bar (GWB) and bonded therein. Typical conduits are as follows : 13 . 1 j ] Protected ac service from emergency ac plant ( EM-PLT ) to ac distribution equipment in the miscellaneous power (MP) frame . 13 . 2 j J Essential ac service from power service cabinet ( ?Sc) to ac distribution equipment in the MP frame . 13 . 3 j ] 115V commercial ac service from lighting ac r" distribution panel boards to frame receptacles . 14 . AC SERVICE CONDUIT 14 . 1 [ ] AC service conduit must provide a continuous equipment ground path between the enclosure containing the circuit overcurrent protection device and the enclosure of the load equipment , as specified in NEC Article 250 . 14 . 2 [ J If overcurrent devices above 20 amperes are used to protect a circuit , an equipment grounding conductor ( green wire ) must be run in the conduit . 14 . 3 [ ] Since the ac equipment ground system is part of the building integrated ground plane, such conduit ;rust be routed through and bonded to the GWB before it contacts ESS IGZ ground plane metal , and insulated from the integrated ground plane thereafter . Alternately, non- metallic conduit may be used. 14 . 4 [ ] If an equipment ground conductor ( green wire ) is included in the conduit it must be bonded to the GWB . To reduce wiring congestion, an isolated AC junction box may be provided within the IGZ for the purpose of green wire concentration. 15. CONDUIT ROUTING 15 . 1 [ ] After routing through the MGB into the ESS IGZ frame area, conduit may contact metal that is part of the ESS ground plane but must be isolated from contact with components of the integrated ground plane . i3 s�. 15 . 2 ( J Generally , conduit is supported from the lighting support channels by means of U-clips . The support channels are part of the integrated ground plane . when so supported , the conduit must be insulated from contact with the support with two layers of fiber sheet . 15 . 3 t It should be noted that conduits containing receptacle cit--u-its in a three ( or two) floor installation must be grounded in the ground window and then routed `o other floors without contacting the integrated ground plane . 16. ESSENTIAL CIRCUIT CONDUIT 16 . 1 [ ] Protected or essential circuits may be extended in metallic conduit from within the IGZ to equipment such as teletypewriters located remotely from the isolated ground plane area . The run shall be routed through and bonded to the ground window. 17 . LIGHTING SYSTEM COMPONENTS Lighting fixtures within the IGZ may be connected to the AC distribution panel in the conventional manner per National Electrical Code, Article 250 , providing there is no electrical contact with any part of the equipment located within the IGZ area . Minimum requirements for an adequate ground bond of lighting system components are as follows : 17 . 1 [ } Panelboard : A No . 6 AWG bond shall be provided from the interior or exterior of the panelboard enclosure to the MG8 . 17 . 2 [ } Unistrut channel support. network: she support channels shall be joined to the integrated ground plane . A ground path may be assumed to exist through any metallic interconnection of channels except fluorescent lighting fixture runs . Where such metallic interconnection does not exist , isolated channels or groups of channels shall be bonded with No . 6 AWG wire as required to form the channel network into an interconductive unit . 17 . 3 [ j On the floor containing the MGB , the Unistrut channel network shall be bonded with No . 6 AWG wire to the MGB . 17 . 4 [ } On floors containing electronic equipment associated with an IGZ on another floor , the channel network shall be bonded with a No . 6 AWG wire to the floor CO—GRD bus from a nearby point on the network. Connection to the MGB is not required . 14 18 . IGZ PROXIMITY BONDING 18 . 1 ( ] Air ducts , electrical conduit , metal piping and other components of the building complex are assumed to be a part of the integrated ground plane without deliberate "' bonding . when such members are within three feet proximity with members of an isolated ground plane , they shall be bonded to the GW8 , Generally , it :s experted that bonding of such objects shall be by extending a bond wire to other bond wires having access to the ground window . 19 . GROUND RESISTANCE OBJECTIVE FROM MTSO MGB TO EARTH Mm 19 . 1 [ ; There are three primary surge absorbers ( A) connected to the MGB . They are the ( 1 ) earth ground field, ( 2 ) commercial power multigrounded neutral , ( 3 ) metallic water system. The ideal MGB ground resistance objective is 5 ohms or less , when any two of these absorbers are connected. The resistance should never be more than 10 ohms . 15 VP 3e. .3 . go 20. TELCO CABLE ENTRANCE GROUND BAR (CEGB) M. 20 . 1 ( ] CEGB is located as close as possible to physical ends of entrance cable shields towards entry-side of building . This requirement means that the CEGB will typically be located near the floor , where the cable entrance is usually located . 20 . 2 [ J CEGB is insulated from the mounting surface . 20 . 3 ( j CEGB is bonded directly to the interior ground ring near an interior/exterior bond point using No . 2 AWG copper wire. 21 . CABLE SHEATHING 21 . 1 ( ] Cable sheaths entering the building via the cable vault must be grounded . The field side of the cable sheath should be terminated in the cable vault and bonded with a 6 AWG ( minimum size ) wire to the Cable Entrance Ground Bar(CEGB) . 21 . 2 ( J There is NO sheath continuity between the CEGB side and equipment side due to an insulated three inch gap in the shield . 21 . 3 [ ] The MDF side of the sheath is grounded ONLY at the MDF end. 22 . POWER TRANSIENT PROTECTION Power line transients are the result of both direct lightning strikes as well as induced voltages . These transients are reduced by the introduction of a central lightning arrester that is ± * engineered based upon the loading requirements of the individual site , frequency of strikes , speed of device response , ability to limit voltage to a specified level , current capacity, etc . 22 . 1 ( ] Site is equipped with a lightning arrester capable of discharging 65 , 000 to 100 , 000 amperes , such as the Joslyn 1455-85 , 1455-86, units . m 22 . 2 [ J Conducting path to/from the arrester is rein inside non- metallic conduit , to reduce the inductance . The path should be as free of bends as possible ( reference NEC 280-12 ) . Conduit fittings similar to LB type ( 90 0) must not be used . 22 . 3 ( j Surge protection equip- int should be wired using 1 gauge copper (or larger) moisture and heat-resistant thermoplastic wire ( THW) . 22 . 4 ( J If the arrester is greater than thirty feet from rhe �h neutral earth ground, a direct spark gap earth ground should be provided . 23 . TELECOMMUNICATION LINE TRANSIENTS Lightning is the most common source of overvoltage in communication systems . Lightning currents may enter the conductive shield of a suspended cable by direct of indirect stroke , :r . t may enter a cable burield in the ground by ground currents . A lightning strike of 100kA 14 mile away, will produce a surge current of 852A in a 6 pair cable . 23 . 1 j Telecommunication circuits are protected with three element gas tube transient protectors that provide at least 10 microsecond response time and 500 Joules dissipation , or preferably less than 50 nanosecond response and 1000 Joules . 24 . PATH INDUCTANCE 24 . 1 Where possible , run telecommunications cables and power feeds entering equipment areas through at least ten feet of metallic conduit , or against grounded metal surfaces . R" 24 . 2 ( Where possible , run telecommunications and power feeds entering equipment areas in an upward direction. For example , place the telco splice case near the floor . Use short , direct , low impedance runs for the ground paths , but for the active leads , use long, small gauge wiring with sharp bends that must travel in an upward direction to reach the equipment . 25 . LIGHTNING COUNTERPOISE :'he structure and its contents are protected from lightning damage by a protection counterpoise consisting of a conductive circuit , tower) above and surrounding the structure , that diverts the energy directly to earth ground. This circuit may require air terminals ( lightning rods) . 25 . 1 ( The tower provides a counterpoise within certain limits . Any portion of a structure that is not shielded by the cone of protection will require air terminals . The cone of protection can be visualized by drawing an arc from the tower tip to a point towards the earth, using a center point that is horizontal to the tower , . top, and spaced one tower height out . 'Lf any portion appears to fall outside of the cone of protection, an engineering lightning risk assessment study would be justified. 26. CONNECTION CONSIDERATIONS 17 Two hole connectors are specified throughout in order to prevent loosening due to wire movement . Crimp type connectors are always preferable to types that depend upon pressure exerted by a threaded device , for the reason that they do not require periodic maintenance. This is true for parallel connections as well as terminating connections . The exception is that crimp connectors shall NOT be used for solid wire larger than No . 10 AWG . For such solid wire use a screw thread pressure type connector or thermal welding or brazing . Additionally , care must be taken to avoid corrosion due to bonding dissimilar metals together . This is particularly true when such a bond is exposed to the weather . Ideally, mect,anical bond metals should be electro-chemical compatible, or be buffered by bi-metallic connectors or washers . An example would be using a tin plated washer between aluminum and stainless steel . See • FIGURE TWO for illustrations of approved connectors . 26 . 1 J Connections must conform to compatible combinations of type ' A ' or type ' B ' connections from the table titled DISSIMILAR METAL GROUPS found on the next page . 26 . 2 [ J Two bolt crimp connectors are used for stranded wire and solid wire smaller than No. 10 AWG . 26 . 3 [ J Two bolt pressure connectors are used for solid wire larger than No . 10 AWG . 26 . 4 [ Crimp connectors are used for stranded wire connections and pressure ( screw type) connectors are used ONLY when a crimp type is impractical . Crimp connectors are NOT used on solid wire larger than No . 10 AWG . 26 . 5 [ J In conformance with NEC article 250-113 , connections which depend on solder shall NOT be used mor ground connections . 18 *" Se " Zn :Mcb; i _ ty :--I- Table 26-1 : DISSIMILAR METAL GROUPS Anodic end most easil corroded) Group 1 Magnesium Group 2 Aluminum, aluminum alloy, zinc , cadmium Group 3 Carbon steel , iron, lead, tin, tin-lead solder Group 4 Nickel , chromium, stainless steel , brass Group 5 Copper , silver , gold, platinum, titanium, bronze Cathodic end least corroded ) ANODE WEATHER 1 2 3 4 EXPOSURE Exposed A A 2 Sheltered A A Housed A A Exposed C A B 3 CATHODE Sheltered A B B Housed A B B Exposed C A B B 4 Sheltered A A B B Housed A B B B Exposed C C C A 5 Sheltered A A A B Housed A A B B A. Connection must have a watertight protective finish after a .lean metal-to-metal has been established . B . Exposed bare metal junction is allowed, but remainder must be given an appropriate protective finish. C . This combination is NOT allowed. 19 eaw r . . e.or+.alo sa.•ET j ea.l tiooy:.to Wit cull+ JI.IC'1 A-106 sm"IcWL I•C� CSI IIII , . 'AP ..Or Alf barlic -art t :J?Iwt E;:'a JtP vc■ SrtIti.Zm POP SLOW}T .a .• d St'• Y r11E Ol t IKIt CAIV Vt■ MC i �0%0 t AVG its 207.7 iJl J x,4C C:IME:T'ar JF jWG if�{.:•;.ed 'D S�IiD CrPKa YI�E Tie 'TT.n..• / • ` / •C TA• .S4Tso 10..OSA �T•wo-••. / PRO • • •C Gal[n Tww COraf► CA66t lN•.T %O.0) •= 5tltr Twvr CO..(• C.A�I ,I rT ta1of it0uw0 ItIrG) VIVO INTERIOR GROUNO RING v� �tL SUPoOFiT �.o sc•t_s •2 Gt(tr •rw CO•.tl C.tL[ (IrTItIOt. Glou.+0 tw6) .onlAs c el�•s ' SS'3 �_ • '2 SPLT Oot_T .:wtvccZ-Q of Gagged Tww cap*%% CAKtt OOOeI FRhtMtj Spee 7r40 2&.T lYt FASTqLy WITH I 1/.'I t•• t7Al..l.Ctl S•ttt. .•ACM. lbKT• O•I\` have TA. Oe•.t itAl.tt14,..10 I POP T • • Cinl-21'COgtl 1:,-91 101-6 STIA., RAST(4 WITM •Ip �TA1A1ltN • STltl SMtlT SCllW(. LOCAT[ 70 At.t.pw Oe••, Oftt• Anp C�OII. • TYPICAL DOOR GkOUNOING ^•o s c.►t_t: t t C I f F CITY OF ATLANTIC BEACH ~` 800 SEAHNOLE ROAD ATLANTIC BEACH,FL 32233 a= INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00032337 Date 4/11/06 Property Address . . . . . . 407 LEVY RD Tenant nbr, name . . . . . . ADD MICRO DISHES TO ANT. Application description . . . RIGHT OF WAY PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ OWNER ATLANTIC BEACH FL 32233 ---------------------------------------------------------------------------- Permit . . . . . . UTILITIES PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES UKE BUIL CI e CITY OF ATLANTIC BEACH PUBLIC VAS DEPARTMENT 1200 Sandpiper Lane / Atlantic Beach,Florida 32233 (904)247-5834 (904)247-5843 Fax www.coab.us ]PLAN REWIEW COMMENTS � 1 ► Y —Jr— IPeritit Appiication # (IQ — n62 Property Address: -4 0-1 Applicant: �tti l f r LLC-.) Project: V 1 ng Your application is approved as noted by the Public Works Department. final application approval wast come from the Building Depantment. o Your permit application has been reviewed by the Public Works Department and the following items need attention: Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions,please call (904)247-•5834. lteviewe arper, P.F.,Public Works Director Date Signature Contractor Notified Date EX.193'BEACON FACE 1 PROPOSED CLEARWIRE ANTENNAS E CENTER LINE @ 172' NEW ANTENNAS (1)REDLINE (1)1BG-AP-50 CENTERLINE=172'AGL i EX.BELLSOUTH ANTENNA U CL @ 165' EX.BELLSOUTH ANTENNA MODEL AZIMUTH (j@ 164 REDLINE 15.1 18G-AP-50 147.3 EX.T-MOBILE ANTENNAS CL @ 130' A� 1 I EX.193' SELF-SUPPORT TOWER 60° o° EXISTING Al NORTHX CLEARWIRE ANTENNA(TYP.) STRUCTURAL ANALYSIS OF \\ EXISTING TOWER AND ANY NEW MW ANTENNA,TYP. MODIFICATIONS FOR THIS PROJECT ARE FURNISHED BY 330° OTHERS. 240° EX.TOWER LEG 150° 147.3° (MW) i I MW ANTENNA PLAN N.T.S. EX.BELLSOUTH j ANTENNA I C @48 TOWER ELEVATION N.T.S. I TECHNICAL ASSOCIATES CLEARWIRE 12276 SAN JOSE BLVD-SUITE 425 NEPTUNE BEACH �'� JACKSONVILLE, FLORIDA 32218 SITE NO.JCK031 OFFICE: 904--696-0779 FAX:: 904-696-0638 407 LEVY ROAD H TECN TA #057595 JACKSONVILLE, FL TECHN 6 NBE # 10157 5808 LAKE W 5 KIRKLAND, WA CITY OF ATLANTIC BEACH a CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS now 800 Seminole Road 904-247-5800 �s �r Atlantic Beach,Florida 32233-5445 Fax 904-247-5845 Date C 2-15--6( PERMIT# `to-7 L EU V ISSUED BY THE CITY Job Address ��.��1-ckS®,�J+�r.E ,G� Permitee: L L4 2W 1 i2t ��- C # Permittee Address: /0 ! AJbLJ,eA) Appil�°e- to 7)XJ Requesting Permission to Construct: M I e 2b t-)40e DI OH63 -rO 64J S�J,4 G q�rr_,4 A)o Location: (Reference to Cross-Street) 1. Applicant declares that prior to filing this application he has ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. A Letter of Notification was mailed to the following Utilities/Municipalities: Jacksonville Electric Authority Yes( ) No ( Date: Bell South Telephone Company Yes( ) No (✓S Date: A Ferrell Gas Yes( ) No Date: 4 Comcast Yes( ) No (✓) Date: 14 2. Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works, and at the expense of the Permittee unless reimbursement is authorized. 3. All work shall meet City of Atlantic Beach or Flo r da Department of Transportation Standards and be performed under the supervision of �!� (Contractor's Project Superintendent) located at ��A Telephone#: A)W 4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee. 5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications and the manner satisfactory to the city. 6. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a part of this permit. Calculations showing any increase in impervious area on owner's lot or in the city Right of Way are to be included with this application. 7. This permittee shall commence actual construction in good faith with h© days. If the beginning date is more than 60 days from date of permit approval, then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. 8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. 9. The Director of Public Works shall be notified twenty-four (24) hours prior to starting work and again immediately upon completion. OWNSWrl�ida, 6, s A Lo. ,J ru w�-_.. Signed. � �'""� J `� . a 15-0 9 Date. Before I y`^- day of O in the Count of Duval, State Of has personally appeared . v v— Notary Public at Large,State of Florida,County of Duval. ` My commission expires: Mau 3 ,acac>� Personally Known: � � ■ Produced Identification: rtiV 5 r�•,, ANNE M.SHAW .; MY COMMISSION#DD 435986 rl'• s EXPIRES:May 31,2009 R!t� la ded TilN Notary Public Underwriter,