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CC-08-2211Project Address 602 96 Street Miami Shores, FL Owner Information Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fees Due CCF Education Surcharge Permit Fee - Additions/Alterations Scanning Fee Technology Fee Total: Amount $10.80 $3.60 $540.00 $18.00 $13.50 $585.90 Building Department Copy May 27, 2009 Address Parcel Number 1132060141410 Block: Lot: Contractor(s) DS DEVELOPMENT CORP Phone (305)222 -2251 Cell Phone Phone Approved: In Review Comments: Date Approved: : In Review Date Denied: Type of Construction: T- MOBILE ANTENNAS Stories: Front Setback: Left Setback: Plans Submitted: Certification Date: Bond Retum : Occupancy Load: Exterior. Rear Setback: Right Setback: Certification Status: Additional Info: Classification: Commercial Authorized Signature: Owner / Applicant / Contractor / Agent Invoice # Total Amt Paid Amt Due CC -5-09 -34812 $ 585.90 $ 585.90 $ 0.00 Expiration: 11/09/2009 Applicant MIAMI SHORES PRESBYTERIAN Cell MIAMI SHORES PRESBYTERIAN CHURC 602 NE 96 ST MIAMI FL 33138 -2742 (305)754-9541 Valuation: Total Sq Feet: 0 May 27, 2009 Date $ 18,000.00 Available Inspections: Inspection Type: Final PE Certification Window Door Attachment Tie Beam Slab Termite Letter Framing Store Front Attachment Insulation Drywall Screw Window and Door Buck Ceiling Grid Fill Cells Columns In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. 1 ADD INTERIOR HVAC UNIT, REPLACE ANTENNAS, UPGRADE ELECTRICAL SERVICE UP TO 200 AMPS Passed -/ / it / Inspector Comments CREATED AS REINSPECTION FOR INSP- 126504. The ladder must comply with access for mechanical. NB ftetc. �o SJ / Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 127032 Permit Number: CC -12 -08 -2211 Inspection Date: October 21, 2009 Inspector: Bruhn, Norman Owner: CHURCH, Job Address: 602 NE 96 Street Miami Shores, FL Project: <NONE> Contractor: DS DEVELOPMENT CORP Building Department Comments October 19, 2009 For Inspections please call: (305)762 -4949 Permit Type: Commercial Construction Inspection Type: Final Work Classification: Alteration Phone Number (305)754 -9541 Parcel Number 1132060141410 Phone: (305)222 -2251 Page 1 of 1 !Inspection Number: I NS P- 7111 Permit Number. CC - 12-08 -2211 Scheduled Inspection Date: June 17, 2009 Inspector. Bruhn, Norman Owner: CHURCH, Job Address: 602 NE 96 Street Project <NONE> Contractor: DS DEVELOPMENT CORP Building Department Comments Passed Correction Needed Miami Shores, FL Re- Inspection Fee June 16, 2009 Failed 4tej No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspector Comments Permit Type: Commercial Construction Inspection Type: Framing Work Classification: Alteration Phone Number (305)754 -9541 Parcel Number 1132060141410 Phone: (305)222 -2251 a ,,‘,4( iesor# Page 15 of 15 Project Address Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 602 96 Street Miami Shores, FL 1132060141410 Block: Lot: MIAMI SHORES PRESBYTERIAN Owner Information Fees Due CCF Education Surcharge Permit Fee - Additions/Alterations Scanning Fee Technology Fee Total: Amount $9.60 $3.20 $480.00 $3.00 $12.00 $507.80 Address Parcel Number MIAMI SHORES PRESBYTERIAN CHURL 602 NE 96 ST MIAMI FL 33138 -2742 (305)754 -9541 Valuation: Total Sq Feet: $ 16,000.00 105 Contractor(s) FLORIDA SOL SYSTEMS INC Phone CeII Phone Type of Work: ELECTRICAL Additional Info: T- MOBILE ANTENNAS Classification: Commercial In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy May 27, 2009 Co mere' t tlt?ff/A t 9tu8 � IV EI Phone Invoice # Total Amt Paid Amt Due ELC -5-09 -34811 $ 507.80 $ 507.80 $ 0.00 Expiration: 11/09/2009 Applicant Cell Available Inspections: May 27, 2009 Date 1 Inspection Type: Underground Rough Final Meter Box Alteration Relocation Fire Alarm Service Change W. W. • Scheduled Inspection Date: September 22, 2009 Inspector: Devaney, Michael Owner: CHURCH, Job Address: 602 NE 96 Street Miami Shores, FL Project: <NONE> Contractor: FLORIDA SOL SYSTEMS INC Building Department Comments cnn*n.r,knr 74 Irma Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 123042 Permit Number: ELC -12 -08 -2212 For Inspections please call: (305)762 -4949 Permit Type: Electrical - Commercial Inspection Type: Final Work Classification: Addition /Alteration Phone Number (305)754 -9541 Parcel Number 1132060141410 REPLACE ANTENNAS, UPGRADE ELECTRICAL SERVICE TO 200 AMPS, ADD HVAC UNIT Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 122186. service o.k. 9 ? Dorm A ra 41 It Mtn Westatrumtg Natal BUILDING PERMIT APPLICATION FBC 2004 Permit Type: Electrical E -MAIL: Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip '3' FOLIO /PARCEL# "' 3746-614-- 14 io Is Building Historically Designated YES NO X Contractor's Company Name F1,0 bA SO L.- SI Trttit � Contractor's Address '7 055 S tn) 115T r ' City tAtAm State FL Qualifier Name I+ e;p,, Ru E Z State Certificate or Registration No.lgeeara Certificate of Competency No. Ei E -MAIL: 1 44.4 1 . LatO cry At,[, Value of Work For this Permit $ .cio Type of Work: ['Addition Describe Work: ADD 11 r Miami Shores Village Building Department (0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 402 NE 0 16 IN Omar Permit No. Master Permit No Phone # zip 3 -6 t44 CEO. ' 2 fl 8 Phone # - Owner's Name (Fee Simple Titleholder) Owner's Address MA NE ctioN St '[' City MiNvit State Zip S I Tenant/Lessee Name `1- 01L 6 LW. Phone # 454.696-7/00 •5 - 2 Z- 44434 Phone# N5S ► Gsi• 4032 Architect/Engineer's Name (if applicable) C L r Phone # 3654626 Square / Linear Footage Of Work: 166 SO Er Alteration [New ❑ Repair /Replace ❑ Demolition j tiPigOr. EbevracAt. aginez ice � r .......... Submittal Fee $ .---- Permit Fee $ 4/ge O® CCF $ 0 1' (00 CO /CC Notary $ '- Training/Education Fee $ 'i'cX) Technology Fee $ IQ'CO Scanning $ 3 •Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ Zal "t See Reverse side -+ Mit Bonding Company's Name (if applicable) N ( fA Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) f �� Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. t certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be p< f '. at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such , : ' 'ed notice, the inspection will not be approved and a reinspection fee will be charged Signature et/,r., 4 f , ( J, , Signature Owner or Agent The foregoi instrument was acknowledged before me this 023 The foregoing instrument was a day of , 200 P, by ('ij, /fir tt &- womEI , day of 1 wro is persan`la Iy known to nlDor who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: I 1, Sign: Print: v C k l `XL / PUBLIC -STATE OF FLORIDA Print: Sylvia Halter My Commission Expires: r 8oxoan THRU AztnnrricvDnvc co, IINC (Revised 02/08/06) APPLICATION APPROVED BY: 1 k who is personally kn to m r vkp has produced identi cats and who did take an oath. e Cotnmissi on #DD665957 My Commission Expires: Plans Examiner Engineer Zoning Bonding Company's Name (if applicable) N/A Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) 0' Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of ax permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will of be appr"b'ved • ' 'erection fee will be charged. l • Signature L Signature Sign: Print: r or Agent ackno The foregoing instrument w day of Co( , 20.Di who is personally known to NOTARY PUB My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) y Commission Expires: Contractor ged before me thisi The foregoing instrument was pp acknowledged before me this 5th vv., : , - A. , day of 2OD'I, by RI/bor./0 Wiz, , ho has produced t who . personally known to m who has produced n and who did take an oath. as identification and who did taken SYL1 ��'�� • NOT ' Y PUBLIC: �' "�;'•. yit►Q NOTARYPU8L8r• STATE OFFLORIDA ......,,,,............." r EXPIRE 12 Not+•v °'ib k State at Fonda gn i J I _.,- � ;±�'. 1 1- 888.NOTARY1 My rg �. , �mtS4tpn 0079888$ : `_ f I via E. Fe z -Alv Plans Examiner Engineer Zoning Inspection Type: Ventilation Final Rough Hood Rough Duct Smoke Test Smoke Det Test , Project Address 602 96 Street Miami Shores, FL Owner Information Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Address Parcel Number 1132060141410 Block: Lot: MIAMI SHORES PRESBYTERIAN CHURL 602 NE 96 ST MIAMI FL 33138 -2742 (305)754 -9541 Contractor(s) FELCO AIR CONDITIONING INC Phone Cell Phone Tons: 3 Additional Info: A/C SPLIT SYSTEM INSTALLATION Classification: Residential Approved: In Review Comments: Date Approved:: In Review Date Denied: Type of Work: Fees Due CCF Education Surcharge Permit Fee - Additions /Alterations Scanning Fee Technology Fee Total: Amount $4.20 $1.40 $248.00 $3.00 $6.20 $262.80 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy May 27. 2009 Expiration: 11/09/2009 Phone Invoice # Total Amt Paid Amt Due MC -5-09 -34810 $ 262.80 $ 262.80 $ 0.00 Applicant MIAMI SHORES PRESBYTERIAN Cell 0 Valuation: $ 7,000.00 Total Sq Feet: Available Insaections: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. May 27, 2009 Date 1 Inspection Number: I NSP- 104594 Scheduled Inspection Date: October 06, 2009 Inspector: Perez, JanPierre Owner: CHURCH, Job Address: 602 NE 96 Street Project: <NONE> October 05, 2009 Miami Shores, FL Contractor: FELCO AIR CONDITIONING INC Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 INSTALL 3 TON A/C SYSTEM IN TOWER Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until . re- inspection fee is paid. Inspector Comments CONTRACTOR REQUEST THAT HE IS THE ONLY ONE ALLOW TO REQUEST INSPECTIONS. AT THE TIME OF PLACING THE INSPECTION PLEASE ASK FOR PASSWORD. PWD: BARTENDER For Inspections please call: (305)7624949 L Permit Number: MC- 1 -09 -93 Permit Type: Mechanical - Commercial Inspection Type: Final Work Classification: New Phone Number (305)754 -9541 Parcel Number 1132060141410 Page 1 of 10 BUILDING PERMIT APPLICATION FBC 2004 Permit Type: Mechanical Owner's Name (Fee Simple Titleholder) / OAS NIS , C 1d Phone # .30c _ t i 1, Owner's Address (p(i 7� !k 9 ( Cit VtA Am! S1 b 444 state P J . Tenant/Lessee Name Phone # E -MAIL: Job Address (where the work is being done) ( 2- /U/2. `"1 ( City Miami Shores Village County Miami Dade FOLIO / PARCEL # i 1- 3 20 6 -- (7 / - /‹.-( /c) Is Building Historically Designated YES NO Contractor's Company Name klais_Cackia I Contractor's Address 0 110 S (/ (2f � Cit 11 t (4� i i State t �- (s Zip ∎?4 Q Qualifier Name F,L4 .t G ,''t° Phone # Type of Work: ❑Addition Describe Work: IG J (A- (. 7 ' /0050 N.E.2nd Avenue, Mann Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Submittal Fee $ Permit Fee $ D' Notary $ " Training/Education Fee $ ll J Scanning $ 3 i Radon $ Bond $ Code Enforcement $ Structural Review. $ Miami Shores Village Building Department ['Alteration ['New Permit No. 'v C ' Master Permit No. e : 2-2 Zip Zip Phone # 2 2._ Ni Lf V' C7777, .�. 071 -.- .m- State Certificate or Registration No. C VI 2-En 0 Certificate of Competency No. E -MAIL: Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $1 1 d 0 Square / Linear Footage Of Work: ❑ Repair/Replace L1/1 ❑ Demolition CCF $ 4.00 COICC .40 Technology Fee $ '0.0 DPBR $ Zoning $ Double Fee $ Total Fee Now Due $ ,X!/9 . K3 1 See Reverse side 7,c L. c 11, Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. si ‘11.4-144, A ' - Oh Owner or Agent Co .,tor The foregoing instrument was acknowledged before me this Sign: IY d r The foregoing instrument was acknowledged before me this o.�,.d 4( � sv/. , 20 , by /C//lird 6 - . /.10 d' , day of o o ` , 2Od q by f /' Y Jo C6r�ea� e/4. mown . r who has produced who is nally known to me or who has produced Ft- lye it-tL As identification and who did take an oath. e 6 072 °a 5 0-a - 33is identification and who did take an oath. NOTARY PUBLIC: Print: � -S i My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) �_ Al ' LICATAIT Or FLORIDA "*,,, Sylvia Halter Commission # 00665957 I. 801082 ti nx ATLANTIC IN� g nv a NOTARY PUBLIC: h r NO ARYFUBLIC OF FLORIDA My Commission m : , , s L AR . S la Halter 1 '•• Exp ®s: vi JITNN $, 2011 80142:11111111 ATLANTIC BONDING CO, INC. Sign: Print: y / Viet— Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement 1. Legal description of property and street / address: 2. Description of improvement: 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder. 4. Contractor's name and address: 5. Surety: (Payment bond required by owner from contractor, if any) Name and Address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1 Xa)7., Florida Statutes. Name and Address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and Address: 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recorcing unless a different date is specified) Signature of Owner Print Owner's Name Prepared by Sworn to and subscribed before me this day of , 20 Address: Notary Public: Print Notary's Name: My commission expires: SUBMITTED TO: D S DEVELOPMENT PHONE: 305- 431 -0796 DATE: 11 -24-08 ADDRESS: 3721 SW 127 AVE JOB NAME: PRESBYTERIAN CHURCH CITY, STATE ZIP: MIAMI, FL 33175 JOS LOCATION: 602 NE 96 TERR., MIAMI SHORES FL 33138 ARCHITECT: DATE OF PLANS: ENGINEER: FAX PHONE: 01/21/2009 10:33 FAX Licensed & Insured We hereby submit Seeoificatione and estimates for. (1) RHEEM / CORSAIR 3 TON VALUE SERIES AIR CONDITIONING SYSTEM.MODEU S 13AJL36AO1 / RHSLHM3617JA SEER =13.0, REFRIGERANT = R410. wARRANTtES e 5 YEARS ON COMPRESSOR BY MANUFACTURER, 5 YEARS ON PARTS BY MANUFACTURER, AND 1 YEAR ON LABOR BY FELCO. PRICE INCLUDES: AIR HANDLER STAND. CONDENSING UNIT SLAB. DIGITAL THERMOSTAT. 100' REFRIGERANT PIPING (SIZES 7/9' AND 3/r). 100' CONDENSATE UNE. 50' PVC (SIZE 6'). PRICE DOES NOT INCLUDE: DIGGING OF TRENCH AND/OR BURYING OF 6" PVC IN WHICH REFRIGERANT LINES MUST PASS WHEN INSTALLED UNDERGROUND DIGGING OF TRENCH AND/OR BURYING OF CONDENSATE UNE. ELECTRICAL HIGH OR LOW VOLTAGE. PERMIT COSTS. Title of tide merchandise remains with the Vendor unbt paid In full, In case of any default in any terms teals Omer - Contract, the Seller aball have the right to take Immediate possession of said merchandise and the MI amount of the purchase price then unpaid shall become immediately due and payable at the Sellers option without notice or demand. All funds paid shall stay with the Vendor as liquidated damages. In the event of default under the tees of this contract. requiring the eervicee of an attomey to protect the interest of the Seller, the purchaser agrees to pay reaeonabta attorneys Me together with Interest thereon at the rate cf 10% per annum payable monthly, plus all costs Incident thereto. Tha5eller shall not be liable for delays In delivery of installation resulting from strikes. embargoes. fires, floods, ads of God, labour troubles or other causes beyond the control of the Seller. This Proposal to the Purchaser is an otter, and is subject to acceptance by the Seller. tithe work covered under this contract is stopped for six months or more, other than by ua, the Contract shall be subject to revision. In the avant the Purchaser repudiates this Contract after execution and refuses to allow Sailer to commence work under contract provisions, then In that event, the Puffer shall pay to be responsible to the Seller in the sum of 10% of the Contract price and for liquidated and agreed damages and notes a penalty. Sailer can terminate Proposal at any time before merchandise arrives at job alts. We hereby propose to t'umish labour and materials complete in accordance with the above specifications, for the sum of SEVEN T OU AND ONE HUNDRED EIGH dollars 7 180.00 • 11 WI Payment Schedule: 50% DOWN PAYMENT, 40% UPON EQUIPMENT ARRIVING AT JOB SITE, 10% UPON FINAL All materials are guaranteed to he as specified. All work to be completed in a workmanlike manner according to standard practices. Any alteration or deviation from above specifications involving extra its, will be executed only upon written orders, and will become an extra charge over and above this estimate. This Proposal is subject to acceptance within 30 days and is void thereafter at the option of the undersigned. FELCO AIRCONDmONING, INC. ACCEPTANCE OF PROPOSAL The above prices, speeitieattions and conditions are hereby accepted. Y •,'zed to do the work as specified. Payment will be made as outlined above. Accepted: Date: Signature: Print: Authorized Signature: cbMM RaA& y RIFOIDNNT/A& 305- 221 -4471 PROPOSAL E o o i CAC 057200 ent to be as fo lows: 10Ab ht3 Ate= x ire • i&• BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Cit MIAMI State FL Architect/Engineer's Name (if applicable) [, U. 41601EIER046 Value of Work For this Permit $ P?' 000 Notary $ -� Scanning $ 16.00 (0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Submittal Fee $ ••"-- Permit Fee $ Training/Education Fee $ Miami Shores Village Building Department Roofing Radon $ DPBR $ Permit No.C.G 0 a) 1 Master Permit No. Owner's Name (Fee Simple Titleholder) jlematiA,NRE&Aft Phone # 505 • 4 . Owner's Address 602 NE ergaSr 6rezET Zip sss1 se. • Z74 Tenant/Lessee Namel:MQSj . Slam LLe. Phone # 4 /64 493 . 7woo Job Address (where the work is being done) 602 14.E. qtemt On0rEr City Miami Shores Village County Miami -Dade Zip 3! 1� FOLIO / PARCEL # 11P-11012 s 0114 "'Ai() Is Building Historically Designated YES NO %i (*IV (P5Oef JOIMA Contractor's Company Name in p 1.4phikEstr Phone # 3 b1 • 222- • 22-5 r Contractor's Address 37 2I S W 121 Aye City N\ i &M i State ft- Qualifier Name 3 c:SE, D State Certificate or Registration No. C & C.. 15 ( 42-47 Certificate of Competency No. zip 33175 Phone #• 3{46 3b5. 31b q9z Phone # 305 ` (324, t S Square / Linear Footage Of Work: Pr Type of Work: ❑Addition o:4 Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: AtD IlaiERIOICZ. WALL- ' AVM- Wirt I . ErPtAct. ANTRINC ErPd ATL ID 24 ** *a*,ar.*** * *, *** * * * * **** **** tear ** * *** *F **** *** ** * *** * ** *** *** * **** r **** ** **fry **** *r CCF $ I' C.LIUGG- Technology Fee $ ' ° � • W Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 4M' {v See Reverse side -. ltd j , Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) N Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating constriction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the • of such posted notice, the inspection will not be approved and a reinspection fee will be charged. L � r , Signature I Signature SIM / Owner or A - t .1111i� tractor ee The foregoing instrume was ` l nowledged before me this 1 The fore oing instrument was acknowl ed before me this l day of ('C , 20t 1 � 2 IA1,L1�4 ,. }t,tL , day of 0 45 by PA who is personally kno m or who has produced ''— me or who has produced As identi tion and who did take an oath. s _) % ft z � Public State of Florida Denise Jacques .r My Commission D0795885 Expires 08/08/2012 who is personally known Notary Public State of Florida Mayda V Suarez f '` i Expires Comm /03 201D730588 IPPOrrir B NOTARY PU Sign: Print: My Commission Expires: APPLICATION APPROVED BY: (Revised 07/10/07) NOTARY Sign: Print: My Commission Expires: identification and who did take an oath. *t*tt ttt* t* tt* tt*t*** is* tt **** t***t t** t* t* *it irk * t t*************** t***#* t** t** * **it******tt*tt *****t* *Or t**ft* Plans Examiner Engineer Zoning MIA a", U Bonding Company's Name (if applicable) N/A Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) N Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted al the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature 4 (Revised 02108/06) Owner or Agent Signature The oin�'ihstrum t was ow edged before me this The foregoing instrument was acknowledged before me this a "a day of 4.112('i , 200 b by Wdldet LQ.r3I Ef, day of Y &ho is personally known to meyr who has produced who is pe ,, all o me or who has produced As identification and who did take an oath. ► entification and who did take an oath. NOTARY PUBLIC: NOT " PUBLIC: Sign: p � Sign: Print: �' /Vit,L Ake.ge,? Print: My Commission Expires: NOTAI Y PUBLIC-STATE OF FLORIDA My Commission Expires: s Sylvia � Hall � ter tis s y{.�y *******************************a v.114 A tithri U 9t,* Ut4fUsY�4**** e4ak+ lef4�4ahirdtr} edr********v JTSUtkt &rthn4JttG#r�$f4�tt ' **** ** • • Expires: JUNE 08 2011 HONDO Tan ATLANTIC HONB►N6 60., INC. APPLICATION APPROVED BY: Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT Site No. MD1113 Presbyterian Church Permit No. Folio No. 11- 3206 -014 -1410 STATE OF FLORIDA COUNTY OF WIMISSIMD /)1f64 Personally Known / OR Produced Identification Type of Identification Produced Verification pursuant to Section 92.525, Florida Statutes: under Penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. Signature of Natural Person Signing (in line #10) Above ep th 7 -34A. pek., 33aZr 111111111111111111111111111111111111111111111 CFH 2009R0349592 OR BK 26864 Fs 3116; (113s) RECORDED 05/13/2009 13 :14:28 HARVEY RUVINf CLERK OF COURTr MIAMI -DADE COUHTYE FLORIDA LAST PAGE THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Section 713.13 of the Florida Statutes, the following information is provided in this NOTICE OF COMMENCEMENT. 1. Description of property (legal description) MIAMI SHORES SECTION 2. PB 10 -37, LOTS 1 TO 10 NC BLK 61. a.) Street/Job Address: 60,2 NE 96" STREET, MIAMI SHORES, FL 33138 2. Description of improvement: Replace antennas, add HVAC unit, upgrade electrical service. 3. Owner Information: a. Name and address: T- Mobile South LLC, 8100 SW 10 Street, Plantation, FL 33324 b. Interest in property: Leasehold c. Fee simple titleholder Northeast Presbyterian Church, 602 NE 96 St, M Shores, FL 33138 4. Contractor Information: a. Name and address: Jose Diaz, DS Development, 3721 SW 127 Ave, Miami, FL 33175 b. Phone/fax numbers: 305 -222 -2251 / 305- 310 -5992 STATE OF FLORIDA, COUNTY OF :uADE 5. Surety Information: I HFP,E CERTIFY'that this i r c .y of the WITN S my a. Name and address: Tone original filed t 's office on day b. Amount of bond: None 6. Lender: l'w . $ a. Name and address: None HARVEY RUV ty, b. Phone number None BY / / (9 D C °FCO�� 7. Persons within the State of Florida designated bv Owner neon bv Section 713.13(1)(x)7., Florida Statutes: a.) Name and address: b.) Phone number. 8. In addition to himself, Owner designates the following nerson(s) to receive a copy of the Lienor's Notice as provided hi Section 713.13(1)(6). Florida Statutes: a. Name and address: one 9. Expiration date of Notice of Commencement (the expiration date is one (1) year from the date of recording unless a different date is specified): A D 20 Official Seal. RK, of i it d C. un Courts om notices or other documents may be served as provided WARNING TO OWNER ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 71333, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMNT. 10. 4/ * — e^t a8us. ).n rr Signature of Owner or Owner's Authorized Officer/Director/Parmer/Manager It0r Ida a iv, 44- 44 Print Name The forgoing instrument was acknowledged before me this °'- day of , 200/, by 4) 4/4- 6: We At as &)S • / ' (type of authority, e.g. officer, trustee, attorney in fact) for (name of party on behalf of whom instrument was executed). i Notary Signature Print, Type or Stamp Name, i f Notary: NOTARY PUBLIC-STATE OF FLORIDA "' Sylvia Halter Commission #DD665957 Expires: JUNE 08, 2011 BONDED TIIRU ATLANTIC BONDING CO., INC. PERMIT #; C OR- 2 .21/ 1 , 6 dIL; s. - ,z � j pi Contractor o Owner o Architect Acknowledged by: RESUBMITTED DATE: PERMIT CLEARK INITIAL: Miami Shores Village Building Department PERMIT CLEARK INITIAL: 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 RECEIPT DATE: O p Picked up 2 sets of plans and (other) Address: From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building D ent to ontinue permitting process. 1 M 3 1 4 ' , 00 Permit No: 08 -2211 Job Name: January 6, 2008 i P lans must be reviewed and approved by Miami Dade County Fire Department. Plans must be reviewed and approved by Miami Dade County DERM. ) /rovide receipt from Miami Dade planning and Zoning for impact fees. rovide a mechanical permit application and resolve all mechanical comments. e letter attached to the front of the plans is not for this job. Provide Occupancy type per the FBC }rovide the construction type of the existing tower. e Tans specify r -11 at 3 -1/2" in a 1 -1/2" wall. 9 e roofing material is shown as fully adhered. How will it be adhered? Antenna mount detail is to concrete or masonry but this structure is steel. 11) Provide details of ladders to show compliance with equipment access. Norman Bruhn CBO 305- 795 -2204 Miami Shores Village Building Department 10050 N.E. 2" Avenue Miami Shores, Fl 33138 Tel: 305- 795 -2204 Fax: 305-756-8972 Building Critique Sheet Page 1 of 1 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. December 23, 2008 Miami Shores Village Building Department 10050 N. E. Second Avenue Miami Shares, FL 33138 Dear Building Department Personnel, Sincerely yours, Wilda G. Womer, Business Manager MIflMI SBOP[S PfSbTTtPIflh1 (UUP(B Please be advised that D S Development, Miami, Fl is authorized to apply for a permit to upgrade the T- Mobile equipment at the church on 96 Street, Miami Shores. 602 N.E. 96'" STREET • MAW SIIORES, RORIdA 33138 • TEIEpIioNE: 305- 754 -9541 • FAc 305758 -9597 E-MAIL Mspc @bEllsouTl -i.NET • WEb SITE: WWW.MSpC.NET T- Mobile South, LLC Attn: Denise Jacques Group, E o 1101 N. Lake Destiny Road, Suite 130 Maitland, Fl 32751 (407) 644 -0097 (407) 644 -0090 Fax Re: Site #/Name: MD1113 Presbyterian Church T -Mobile EXPANSION PROJECT Zoning/Permitting Decision JURISDICTION: Miami Shores Village Contact: Planning and Zoning Department 305- 795 -2207 Zoning Type /Code: CF — Community Facilities Zoning Required: No Zoning Process: There are no additional zoning tasks required here due to the fact that we're only swapping antennas, and adding additional equipment inside an existing equipment room and electrical room. Zoning may sign off on the permit package if the building department feels it's necessary. Building Permit Requirements: Electrical permit required due to the addition of a new 200 amp service and new A/C unit. Building permit required due to the addition of a new 1 inside the equipment room. Mechanical permit required due to new A/C unit. ' Prepared by: Mandi Stewart SFL Real Estate Director VCI Group, Inc. June 20, 2008 I l Lx PCS SITE AGREEMENT FILE COPT Site Name: Miami Shores Presbyterian Church Site I.D.: MD 1113 A . 1. Premises and Use. Owner leases to Omnipoint Holdings, Inc. a Delaware corporation ( "OMNIPOINT') the site ( "Site ") described below, which Site constitutes a portion of the bell tower located on property having a street address of 602 Northeast 96 Street, Miami Shores, Florida 33138: (Check appropriate space(s)) Land consisting of approximately square feet upon which OMNIPOINT will construct its equipment base station and antenna structure; Tower interior space consisting of approximately 81 square feet of floor space and approximately 500 square feet of wall space; Building exterior space for attachment of antennas; Building exterior space for placement of base station equipment; Tower antenna space between the 80 -foot and 100- foot level on the Tower, which will be exclusively occupied by OMNIPOINT; Space required for cable runs to connect PCS equipment and antennas, all in the particularly described location (s) and in accordance with the plans and specification shown on Exhibit A, together with a non - exclusive license for reasonable access thereto and to appropriate, in the reasonable discretion of Owner, sources of electric and telephone facilities serving the Site. The Site will be used by OMNIPOINT solely for the purpose of installing, removing, replacing maintaining and operating, at its expense a personal communications service system facility ( "PCS "), including, without limitation, antenna equipment, emergency backup generator, cable wiring, and related fixtures, all in accordance with the plans and specifications set forth in Exhibit "A ". Any modifications to the PCS shall require Owner's prior written consent, which shall be in Owner's discretion, but such consent shall not be unreasonably withheld. Notwithstanding the foregoing, OMNIPOINT will not be required to obtain Owner approval for upgrades, provided that they are in conformity with the plans previously approved by Owner. For the purpose of this agreement, "upgrades" is defined as improvements for which OMNIPOINT does not need to obtain a building permit; for which there is no roof penetration involved ; and which will have no impact on the building's aesthetics and will not pose any structural issues whatsoever. OMNIPOINT recognizes the sensitive nature of the property of which the Site forms a part and its use for religious purposes. OMNIPOINT will at all times use and occupy the Site in a manner which will not unreasonably disturb the occupancy or use of the Owner or Owner's other tenants of the Site or of other portions of the property of which the Site is a part; Owner's and its assigns rights of passage throutgh and across the Site to access other property of Owner and Owner's right of entry on the Site to inspect the Site and/or make repairs to Owner's property. Subject to reasonable rules and regulations promulgated by Owner and OMNIPOINT not disturbing the peace, OMNIPOINT will have access to the Site on Mondays through Fridays between the hours of 9:OOam and 5 :OOpm; on Mondays through Sundays between the hours of midnight and 2:OOam after first notifying the Miami Shores Police Department of its intended entry; and in the event of an emergency, twenty four (24) hours per day, seven (7) days per week. 2. Term. The initial term of this Agreement (the "Initial Term) is five years commencing on the earlier of the date that OMNIPOINT obtains a building permit for the PCS or 90 calendar days from the last execution date ( "Commencement Date ") This Agreement will be automatically renewed for four (4) additional terms (each a "Renewal Term ") of five (5) years each, unless OMNIPOINT provides Owner notice of its intention not to renew not less than ninety (90) days prior to the expiration of the Initial Term or any Renewal Term. Prior to the Commencement Date, OMNIPOINT shall be permitted, at no cost to Owner, to reasonably enter the property to determine the suitability of the Site for its installation of its PCS. OMNIPOINT agrees to promptly repair any damage to the property or any property of any third parties caused by its entry during such period, and OMNIPOINT shall indemnify and hold hannless Owner from any and all injury, liability, 2 Witness (es) IN WITNESS WHEREOF, Owner and OMNIPOINT have executed this Agreement on the dates indicated immediately below their respective signatures and the later of such dates shall be the Commencement Date. 664,4 J. ,'V'6 C/u /V' (Print ► i , ess N (Print Witness Name) (Print Witness Name) )51. Ju (Print Witness Name) j 15 Owner: Miami Shores Presbyterian Church, a Florida not for Profit Corpora$bn By: Its: Date: Address: 602 Northeast 96 Street Miami Shores, Fl. 33138 Attn. Senior Minister Telephone No. (30) „ S Y Ss l /6 A Omnipoint Holdings, Inc. By: _�, 7 1A"vw0Cre.. Its: / CHN 1 c t. i RaToK Address: 600 Armin Blvd. Hallandale, FI 33009 Telephone No. (954) 457 -5700 Date: yit/0 i EXHIBIT A Miami Shores Presbyterian Church Site 1D: MD1113A Site Description Site situated in the City of Miami Shores, County of Miami -Dade, State of Florida, described as follows: Legal Description: A portion of Lots 1 through 10, Block 61, Section 2, Miami Shores, according to the plat thereof, as recorded in Plat Book 10, Page 37, of the Public Records of Miami -Dade County, Florida. As depicted in attached drawings hereto. Sketch of Site: [See attached drawings as created by Law Engineering dated Dec. 7, 2000, consisting of - 12 Sheets] job Address: Contractor: Only the items preceded by an (x) must be corrected. ( )2 Comment Sheet Mechanical Atamw BUILDING DEPARTMENT . 10050 N.E. SECOND AVENUE MIAMI SHORES, FLORIDA 33138 - 2382 TELEPHONE: (305) 795 - 2204 FAX: (305) 756-8972 Review Comments for Mechanical Processor Permit No:. — I Reviewer: Phone No: Date: I Need HVAC design schedule Miami Dade County Chapter 8. No combustible in plenums. FBC -M 602.2.1. 22 Heat Load calculations required Miami Dade County Chapter 8 & FBC -M 312.1 23 Energy calculations Miami Dade County Cha ter 8 & FBC -M 312.1 24 Other v ee-2i `N►�E t 7, 74, t 3 Auxiliary and secondary drain systems required. FBC -M 307.2.3. ) 4 Air handler shill be mechanically attached to air system. FBC -M 603.7. ) 5 Equipment on roof over 16' require permanent access. FBC -M 603.5 6 Need balanced return air. FBC -M 601.4. 7 Provide return air in bedroom and 1" undercut door. FBC -M 601.4. ) 8 Bathroom shall have window (3 square feet) or be mechanically ventilated. FBC -M 402.3.1. ) 9 Condensate drain need to be 3/4 "in diameter larger. FBC -M 307.2.2. 10 Air handling units in attics must meet all the requirements of . (show Notice to Homeowner) FBC -M 306.3. ) 11 Dryer vent shall not be longer than 25'. FBC -M 504.6. if not provide manufacturer's spec of dryer. 12 Outside air intake shall not be located closer than 10' from any hazardous or noxious contaminant. FBC -M 401.5. 13 Outside air required. FBC -M 403.2 ) 14 Smoke detector required in system greater than 2000 C.F.M. FBC -M 606. 15 Fire damper required. FBC -M 607.1.2. 16 Mechanical equipment shall be designed and installed to resist wind pressures. FBC -M 301.13. 17 Appliance must be protected from damage. FBC -M 303.4. 20 Guards shall be provided to equipment located within 10' of edge of roof. FBC -M 304.10 ) 21 Miami Dade Fire approval for kitchen hoods and fire system required. Miami Dade Fire Page — of _ 07/04R1.0 F4ren-w; • 1 ) St , LATITUDE: 25" 51 49.1r N LONGITUDE: 80' 11 6.39 W MIAMI SHORES PRESBYTERIAN CHURCH 602 NE 96th STREET IMAM! SHORES, FL 33138 MIAMI SHORES SEC 2 P8 10-37 LOTS 1 TO 10 INC BLK 61 LOF SIZE IRREGULAR W-St 5 St FROM T-MOB1LE'S OFFICE HEAD EAST ON 1-595 TO FLORIDA'S TURNPIKE, HEAD SOUTH ON TURNPIKE FOR 11.6 MILES TO 1-95, CONTINUE SOUTH ON 1-95 FOR 3.9 MILES TO EXIT 8A (NW 95th ST). HEAD EAST ON 95th FOR 0.8 MILES TO N MIAMI AVE, TURN LEFT AND HEAD NORTH FOR 1 BLOCK TO NW 96th ST, TURN RIGHT AND HEAD EAST FOR 0.9 MILES TO SITE ON RIGHT SIDE OF ROAD. i ..: )2ad. .$1 r•- - - - ...... — . , — .. , tovh le _ . . N10il-g----r--- .,A C.044 - .: HE IGUin. St - .. . 0 144 . ..NE...D306. Sl. 1 :: - s: GP'--- , _ z _ li -7.--x4f ... 4gticst _ - NE . .1 . --:-.. :Wu St - -- 6024E 96th St 5 — ' - 0114464.74 — - : A ' Helm{ FL 33138 sr : cli 98th St fitif -'' . :. !:.:__ -- r --- - - - ----: -. '.. . - ,-. - 14.t NE 95th )56 • .. : ".-.- : rE116111..S1 :-.:-.. T - - NE' 95tti;St- --- . PIE • - 1. - - .•;.; :.11t ptr-b.1------- ._., . _ . :...... • 1.* 3 E--.13■4-$1:7-.. CO ---"'! . _ _ _ ... " . i. _ _.11E.92n11....S1 - - NE 92nd - St. . • ' • •:., : ,.. ,4 ''1. - r - St- - ",,f, .• .* NE. SI-74:-.T-Weeac.....- NE 91 • ! c., 14' : 9 .: ,d6IE:a1St -t , .:E Z" y 4E0 NE aeRh-S1 in rn : ZI-- - - ..: -- --:-_t, t cr i' i ..-1 _ 1 _ 90111 -- --- ...- .. f - :91:1LSr= ' ; :' ' 1 -4); In3ift ] ' • . — - ..--a 7'. ' ) 7 NE th t ' 4 4v- 4 _,. ,,,4. .__,_ _ . . _ :8811,-*.s______---------1, l i ._--..-- ---- i- ' , 1 ---- . 1 i .47 t -8818 II. _ __P.:..,..E-* _II --___ --- ':., :-A= ,-=. f4E st -:-:.:"= :- - : I : L I I , - , VI CINITY MAP si-91 •:ti(17 • NY'd st A NO? 71Wd St 11 64en • t : . It.TE-16581.s5 , - 'NE -111411ct = NE .193Id Stl - A DRIVING DIRECTIONS LOCAL MAP NE 105th St t.:MI 184 tfi NE 95th St NF 95th •t 9 14? 50, 4 ;4 St Ti a3111 IT • •Mobile•® PRESBYTERIAN CHURCH 602 NE 96th STREET MIAMI SHORES, FL 33138 MD1113A PROPOSED COMMUNICATIONS SITE WITH NEW EQUIPMENT LOCATED IN EXISTING BELL TOWER CML: INSTALL INTERIOR WALLS M40 COAX BRIDGE. ELECTRICAL.: INSTALL NEW 200 AMP SERVICE, AND PROVIDE GROUNDINq IN ACCORDANCE WITH NEC AND T-MOBILE. MECHANICAL: INSTALL NEW 3 TON A/C UNIT PROPERTY OWNER RF ENGINEER CONSTRUCTION SITE ACQUISITION ZONING NETWORK OPERATIONS CONTRACTOR APPROVALS SCOPE OF WORK PROJECT INFORMATION PLUMBING: NONE CONSTRUCTION NOTES 1. ALL NEW I3UILDINGS AND STRUCTURES HAVE BEEN DESIGNED IN ACCORDANCE WITH THE 2007 EDITION OF THE FLORIDA BUILDING CODE, WITH 2006 AMENDMENTS. WN DESIGN PRLL'SURES GENERATED BY NOMINAL DESIGN 3-SECOND GUST WIND VELOCITY OF 146 MPH. 2. CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. 3. CONTRACTOR SHALL NOTIFY OWNER FOR ACCESS TO SITE. THIS IS AN UNMANNED FACILITY AND WILL BE USED FOR THE 'TRANSMISSION OF RADIO SIGNALS FOR THE PURPOSE OF PROVIDING PUBLIC CELLULAR SERVICE. 2. T-MOBILE CERTIFIES THAT THIS EQUIPMENT FACILITY WILL 8E SERVICED ONLY BY T-MOBILE EMPLOYEES AND SUBCONTRACTORS AND THE WORK ASSOCIATED WITH ANY EQUIPMENT CANNOT BE PERFORMED BY HANDICAPPED PERSONS. THIS FACILRY WILL BE FREQUENTED ONLY BY SERVICE PERSONNEL FOR REPAIR PURPOSES ONLY. 3. NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION. 4. NO WASTE WATER WILL BE GENERATED AT THIS LOCATION. 5. NO SOUR WASTE WILL BE GENERATED AT THIS LOCATION STRUCTURAL: INSTALL ANTENNAS ON CHURCH STEEPLE 0111ER: INSTALL EQUIPMENT CABINETS AND ASSOCIATED COAX CABLES SHT. NO. C2 C3 C7 C8 C9 C10 C1 1 El E2 E3 E4 E5 E6 M I INDEX OF DRAWINGS DESCRIPTION REV. NO. ONE-UNE DIAGRAM AND PANEL SCHEDULE 0 • -Mobile 8100 S.W. 101h STREET SUITE 1000 PLANTATION. FLORIDA 33324 TEL: (954) 693-7100 FAX: (954) 693-7200 MACTEC IIACTEC ENGINEERING de CONSULTING. INC WAIN OFFICE 1105 LAKEw000 NWT' ALPHARETTA. CA 30004 LOCAL OFRCE 5845 bitv 158th STREET mum tAKES. Ft. 33014 TEL (305) 826-5588 FAX: (305) 826-1799 CERTIFICATE OF AUTHORIZATION d: 6090 PROJECT NO.: 6788-08-1593 (04) 4 3 2 0 REV 1016E Hoz DP. 66E: 1/29/09 10/23/0E 10/13/08 8/28/08 2/6/08 DATE REVISED REVISED REVISED REVSED FOR PERMIT PRESBYTERIAN CHURCH M01113A 602 NE 96th 141A14 SHORES. FL 33138 SHEET NAME TITLE SHEET SHEET NUMBER T 1 z 0 _ a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• • • • • •• • • • • • •••• • • •• •• • 0 • • • • • • • • •• • 1 T - - Mobile= 8100 S.W. 10th STREET SUITE 1000 PLANTATION. FLORIDA 33324 • TEL: 693 -7100 • • 979: 693 -7200 • •• • • • • • •• • •• • • • • • • • •• • • • • • • • tM Xc'F tC MACTFWEteN EgING & COVIIM1 14C • • • • OFFICE• • 11G LAKEYYOOD a1(�1 • • • • • 0. GA 315004 • • • LOCAL OITICE 5845 NW 158th STREET MIAMI LAKES. FL 3.3014 TEL: (305) 826 -5588 FAA: (305) 826 -1799 CERTIFICATE OF AUTHORIZATION t: 6090 PROJECT NO.: 5788 -08 -1593 (04) 0 REV 2/5/08 DATE FOR PERMIT DESCRIPTION 11/07/08 MARLIN H. SATIN FLORIDA 22787 02/28/09 PRESBYTERIAN CHURCH MD1113A 602 NE 9601 STREET MIAMI SHORES. Ft 33138 SHEET NAME GENERAL NOTES SHEET NUMBER C1 EXISTING CONCRETE BELL TOWER EXISTING PROPERTY BOUNDARY NE 96th ST • • • • • •• • • • • • • • •• •• • •. • • • • • • • •• • J T • - Mobile 8100 S.W. 10th STREET SUITE 1000 PLANTATION, FLORIDA 33324 • TEL:6(954) 693 -7100 • • 0 693 -7200 • •• • • • • • •• • •• • • • •• • • • • • •• • • • • • • • • • LACTF G & COASZ3L ! %1C • • • LAIN OFFICE • • 1105 IAKEW000 Mkt.* • • • •/41448eirrA GA 31004 • • • • • • LOCAL OFFICE 5845 NV! 156th STREET U1AMI LAKES. FL 33014 TEL (305) 826 -5588 FAX: (305) 826 -1799 CERTIFICATE OF AI)THORIZATIDN #: 6090 PROJECT NO. 6788-08 -1593 (04) 0 REV 10/23/08 2/6/08 DATE REVISED FOR PERMIT N IIfEI& I•: 22787 DP. 951& 02/28/09 PRESBYTERIAN CHURCH MD1113A 602 NE 96th STREET WIN SHORES, FL 33138 SHEET NAME SITE PLAN SHEET NUMBER C2 • EXISTING LIGHT PROPOSED STUD WALL (SEE SHEETS CB AND C7 FOR DETAILS) EXISTING COAX CARTE RUN PROPOSED THERMOSTAT PROPOSED T—MOBILE RAOK EXISTING DRAIN EXISTING BELL TOWER PROPOSED 3' WIDE ACCESS DOOR B0UNI6 Y OF PROPOSED T—MOBILE LEASE AREA (105* SF) PROPOSED FIN \COIL UNIT EXISTING ACCESS LADDER TO FOURTH FLOOR EXISTING ACCESS LADDER FROM SECOND FLOOR EXISTING CONDUITS GRAPHIC SCALE f EQUIPMENT ROOM LAYOUT (THIRD FLOOR) O1' 2' 3' e"i Ry_ s,.ltc 1s? d s� ti s 9� :± GL)G. PBr ioSy J I/ FPC EL3i3 Y 7(1AE U; 3 RESSICi4 r'ATEn r,AA a EXT.— PROPOSED T— MOBILE COAX RUN ON INTERIOR WALL PROPOSED T—MOBILE 2206 GSM EQ<APMENT CABINET (TYP. OF 2) FUTURE T— MOBILE INDOOR UMTS CABINET PROPOSED T —MO8ILE COAX TRAY ATTACHED TO CEILING Ark PROPOSED T— MOBILE PPC • • • • • •• • • •••• • • •••• • • •• •• • • • • • • • • • • •• • T • •Mobile= 8100 S.W. 1061, STREET SUITE 1000 PLANTATION, FLORIDA 33324 • TEL• 954) 693 -7100 • • • kle(' 54) 693 -7200 • •• • • • • • • • • • • • • • • • • •• • • • • • • • %MXCTEC MACTjC eNC EF & CONSULT NC •••• MAIN OFF ••• • � 10 O 6AKEWOD 0. G0. • ........ • • • ( LOCAL OFFICE 5845 NW 158611 STREET MIAMI LIKES, FL 33014 TEL (305) 826 -5588 FA)C (305) 826 -1799 CERTIFICATE OF AUTHORIZATION 8: 6090 PROJECT NOS 6788 -08-1593 (04) PRESBYTERIAN CHURCH MD1 1 13A 602 NE 96th STREET ►61150 SHORES, FL 33138 SHEET NAME EQUIPMENT ROOM LAYOUT SHEET NUMBER C3 TOP OF TOWER EL. 160' -0 AGL RAD CENTER OF PROPOSED T —MOBILE ANIMAS a. low* EXISTING CINGULAR ANTENNAS EL 60' -0 AGL EL 40'-0 AGL 1� EL. 20' -0" AGL EL 10' -0' AGL 1st FLOOR EL 0 -0 AGL EAST ELEVATION 0 10' 20' 40' ! !!!!! GRAPHIC SCALE PROPOSED T —MOBILE ANTENNAS 10 BE REMOVED AND REPLACED (TIP. OF 2) PROPOSED T—ME REPLACEMENT ANTENNAS (TYP. OF 2) 1 1 EXISTING CINGULAR ANTENNAS EXISTING SPRINT ANTENNAS EXISTING 160' CONCRETE BELL TOWER STRUCTURE NOTE: ANTENNAS, ANTENNA MOUNTINGS AND COAX CABLES (WHERE VISIBLE) SHALL BE PAINTED AND TEXTURED TO MATCH EXISTING BUILDING. TOP OF TOWER EL 160' -O AGL EL 40' -O" AGL EL 20' -O AGL 1� EL 10' -0 AGL 1st FLOOR A EL. 0' -0" AGL VAIVak/e" SOUTH ELEVATION 10' 20' 40' ! !!! ! - GRAPHIC SCALE PROPOSED T —MOBILE REPENT ANTENNA EXISTING CINGULAR ANTENNAS EXISTING SPRINT ANTENNAS EXISTING 160' CONCRETE BELL TOWER STRUCTURE ME: ANTENNAS, ANTENNA MOUNTINGS AND COAX CABLES (WHERE VISIBLE) SHALL BE PAINTED AND TEXTURED TO MATCH EXISTING BUILDING. TOP OF TOWER A EL. 160' -0' AGL PROPOSED T—MOBILE RERACEMENT ANTENNAS (LIP. OF 2) RAD CENTER OF PROPOSED T —MOBIRE ANTENNAS EL. 100'* EXISTING CINGULAR ANTENNAS EL. 60' -0' AGL EL 40' -0 AGL EL 20' -O AGL EL. 10'-0" AGL 1st FLOOR EL. 0' -0 AGL WEST ELEVATION 0 10' 20' 40' ! GRAPHIC SCALE • • • • •• MTh: ANTENNAS, ANTENNA MOUNTINGS AND COAX CABLES (WHERE VISIBLE) SHALL BE PAINTED AND TEXTURED TO MATCH EXISTING BUILDING. • • • •• • PROPOSED T —MOBILE • ANTENNAS 10 DE •••• REMOVED AND REPLACED • •••• • (TIP. OF 2) • • • • • • • EXISTING 160' CONCRETE BELL TOWER STRUCTURE • • • • •• • (NOT USED) T • •Mobile= 8100 5.8. 10th STREET SUITE 1000 PLANTATION. FLORIDA 33324 • 7EL• (954) 693 -7100 •• • •F1D, 1954) 693 -7200 •• • • • • • •• • • • • • • • • • • •• • • • • • • • * LOCAL OFFCE 5845 NW 15816 STREET' MIAMI IAXE5. FL 33074 TEL (305) 826 - 5588 FAX: (305) 826 - 1799 • • % M A C TE MACe PNGMEERING & Ca7SI/Li •INC •••• N OFFIC • 11 WcE8OOD M ••• • • •AIA� ETTA. GA 70004 • CERTIFICATE OF AUTHORIZATION 1: 6090 PROJECT NO.: 6788 -08 -1593 (04) 0 REV 2/6/08 DATE FOR PERMIT 5001LRE • RASED 50/0 11/07/08 MARTIN H. SAHN FLORIDA 22787 02/28/09 DESCRTPTIO PRESBYTERIAN CHURCH MD1 1 13A 602 NE 96th STREET MOAN SHORES. ft 33138 SHEET NAME BUILDING ELEVATIONS SHEET NUMBER C4 ANTENNA & COAX CABLE SCHEDULE D - MD1113 Antenna Number Azimuth Antenna CL lit Above AGL (ft) Antenna MFR. Antenna Catalog No. Antenna Port ID Antenna Jumper Color Code LNA Type Antenna Assignment Coax Type 6g 4t u Coax Label Color /Bands BTS Jumper Color Code Al 60 To be taken from CLS RFS AXV18 206517S -C A20 1 RRRG Wideband TMA ATNIAP1412D -1A20 RXA /TX1/T)Q 7/8 1 RRRG RRRG(C1) 2 RRGR TX3/TX4 7/8 2 RRGR RRGR(C1) — A2 60 To be taken from CLS RFS AXV18- 206517S -C-A20 1 RGRR TX77TX8 7/8 3 RGRR RGRR(C1) 2 RGGG Wideband TMA ATMAP1412D -1A20 RXB /1)5fTX6 7/8 4 RGGG RGGG(C1) B1 180 To be taken from CLS RFS AXV18- 206517S -C -A20 1 GRRG Wideband TMA ATMAP1412D -1A20 RXA/TX1/TX2 7/8 7 GRRG GRRG(C1) 2 GRGG Wideband TMA ATMAP1412D -1A20 RXC /TX5/IX6 7/8 8 GRGG GRGG(C2) B2 180 To be taken from CLS RFS AXV18- 206517S -C-A20 1 GGRG Wideband TMA ATMAP1412D -1A20 RXD/T)4/TX8 7/8 9 GGRG GGRG(C2) 2 GGGG Wideband TMA ATMAP1412D -1A20 RXB/T)C3 /TX4 7/8 10 GGGG GGGG(C1) C1 300 To be taken from CLS RFS AXV18- 206517S -C -A20 1 BRRG Wideband TMA AIMAP1412D-1A20 RXA/TX1/T)Q 7/8 13 BRRG BRRG(C2) 2 BRGR TX3ITX4 7/8 14 BRGR BRGR(C2) C2 300 To be taken from CLS RFS AXV 18- 206517S -C A20 1 BGRR TXI /TXS 7/8 15 BGRR BGRR(C2) 2 BGGG Wideband TMA ATMAP1412D -1A20 RXBfTX5/TX6 7/8 16 BGGG BGGG(C2) ANTENNA LOCATION PLAN 0 1' 2' 3' GRAPHIC SCALE PROPOSED T —M0LE ANTENNA OW. OF 6) Ark • s • • • • •• • • • • • • • • •• • • • •• •• • • • • • • • • • • • RF DATA SHEET j T • - Mobile= 8700 S W. 1015 STREET SUITE 7000 PLANTATION, FLORIDA 33324 • TEL* (954) 693 -7103 • • .V1 Ohs) 693 -720C • • •• • • • • • • • • • • • • • • • • •• • • • • • • • ¶OCAL OFFICE 5845 NW 7580 STREET UTAUI LAKES. FL 33014 TEL: (305) 826 -5588 FAX (305) 826 -1799 • • OMAcTEV NIACTiC & C( • • . • UAIN OFFIC • 10 IAKEW00D �.+• • • • • • F ETTA, GA JJJ0DDtl004 • CERTIFICATE OF AUTHORIZA LION P' 6090 PROJECT NO.: 6788 -08 -1593 (04) 0 REV 2/6/08 FOR PERMIT DESCRIPTION • RAGED SEW COE 11 /07/08 1e•te WRIIN tl: SAHN sum FLORIDA WINE w< 22787 Igo. uue 02/28/09 PRESBYTERIAN CHURCH MD1113A 602 NE 96th S11t611 618411 SHORES. FL 33138 SHEET NA11E ANTENNA PLAN AND RF DATA SHEET SHEET NUMBER C5 ARCHITECTURAL WALL /CEILING SPECIFICATIONS STUD 3%" 18GA 33ksi STEEL (362S162 -43) 5' 16" 0.C. JOIST 3% 18GA 33ksi STEEL (362S162 -43) 0 16 O.C. WALL TRACK 3% 18GA 33ksi STEEL (362T150 -43) CEILING TRACK 3A" 18GA 33ksi STEEL (362T150 -43) SCREW ATTACHMENT #10 TEK SCREWS CONCRETE SCREWS Y4 "0 TAPCON CONCRETE SCREWS ANGLE CUP DIETRICH E543 CUP ANGLE (OR EQUAL) LIGHT GAUGE FRAMED WALL FINISH 2 LAYERS 3b TYPE X GYPSUM BOARD (EACH SIDE) WALL INSULATION 3 R -11 CONCRETE WALL ,.FINISH U1 METAL FURRING STRIP W/ 1 LAYER %" TYPE X GYPSUM BOARD AND R -3 INSULATION CEILING FINISH 1 LAYER 313" TYPE X GYPSUM BOARD (EACH SIDE) 1 CEILING INSULATION 31¢ R -11 WJ NTS EXISTING CONCRETE WALL FURRING CHANNEL R -3 INSULATION FINISH CONCRETE WALL FINISH DETAIL EL 9' -6" FULLY ADHERED SINGLE —PLY MEMBRANE (FIBERTITE FLEECE BACK 36 MIL) (SEE NOTE) R -11 3 BATTS. INSULATION BETWEEN JOISTS 1 LAYER %" TYPE X GYPSUM BOARD (EACH SIDE) ON 3%" 18 GAGE METAL JOISTS 0 16" 0 JOIST EL 9' -0 40 2 LAYER 36" TYPE X GYPSUM BOARD (EACH SIDE) ON 3W 18 GAGE METAL STUDS 0 16" O.C. R -11 3)1" BATTS. INSULATION BETWEN STUDS PROPOSED T —NOBLE 2206 GSM EQUIPMENT CABINET (TYP. OF 2) NOTE: dh. Ark Uj I� fff f fffl' fflf7tff. f11tr1f'. f' f•fffVffff f ••fft•tf' Ti, � ! �• i• lT►•Ill•ll•.11llull•l /.11ll/l.• 1. l► L.T••. l ll / ..l /lll.11l. 11 • •ia :ii :ii:: ::.:.... _ . _ . ___ ►, ., ts ,, 4 : ►. ►4 • . ►4 . 9 .4 ►' ►o- EL 0' \ 4 a / <1 FULLY ADHERED WITH FTR 290 ADHESIVE. OR EQUAL 3rd FLOOR 2nd FLOOR 4 SECTION THRU PROPOSED ROOM NTS ° v ■ a a d 4 T • -Mobile.* 8100 S.W. 10th STREET SUITE 1000 PLANTATION. FLORIDA 33324 : - FAX TEL (954) (954) 693 693 -720 0 grr MACTEC NACTEC ENGINEERING & CONSULTING. INC MAIN OFFICE 1105 LAKEWOOD PKWY ALPHARETTA. OA 30004 LOCAL OFFICE 5845 NW 158th STREET 9814641 LAKES, FL 33014 TEL: (305) 826 -5588 FAX: (305) 826 -1799 CERTIFICATE OF AUTHORIZATION t9: 6090 PROJECT NO.: 6788 -08 -1593 (04) 1 1/29/09 0 2/6/08 REw FOR 5 R ONE ST8E UEDSE N0. DP. 184E a 848(0 0044) 1/29/09 MARTIN H. SAHN FLORIDA 22787 02/28/09 REV DATE PTION PRESBYTERIAN CHURCH MD1113A 602 NE 96th $04tH MIAMI SHORES, FL 33138 SHEET NAME WALL SECTION DETAILS SHEET NUMBER C6 WALL CONNECTION DETAIL FRAMED WALL WALL /CEILING BRIDGING DETAIL TRACK BLOCK PIECE TO MATCH WALL STUD, CUP FLANGE AND BEND, INSTALL MIDSPAN SCREW ATTACHMENT TAUT FLAT STRAPS CORNER WALL DETAIL SCREW ATTACHMENT CUP TRACK FLANGE AT LAP JOINT TRACK STUD FINISH • • • • • •• • • •• • • • • • •• •• • .. • • • • • • • •• • JOIST DETAIL JOIST TRACK OR STUD WEB STIFFENER SCREW ATTACHMENT TRACK STUD (AUGNED WITH JOIST ABOVE) j • • - -Mobile' 8100 S.M. 10th STREET SUITE 1000 PLANTATION. FLORIDA 33324 : .41954) 693 - 7100 • l`954) 693- • • • •• • • • • • • • • • • -• - • • • • • • • • • • TEL: (305) 826 -5588 FAx_ (305) 826 -1799 • • • • • • • • . •• • NMACTE.0 MAC E N • G R N6[RING & CONSULTING. • • • • HAIN OFFIC: • • • 1145 TAKEMOOD KWY • • A•PHf3TETTA. GA 30004 • • • LOCAL OFFICE 5845 NW 15816 STREET MIAMI LAKES. FL 33014 CERT FICATE OF AUTHORIZATION p: 6090 PROJECT NO.: 6788 -08 -1593 (04) 0 2/6/08 FOR PERMIT SOMME (Nat ALE) .. a WM SEAL) LWE )1/07/08 Iwe RAM 1L SA101 STATE FLORIDA WO& ter 22787 EAT' tam 02/28/09 PRESBYTERIAN CHURCH MD1113A 602 NE 9665 >, H2L1 MANI SHORES, FL 33138 SHEET NAME WALL SECTION DETAILS SHEET NUMBER C7 3W" (18 GA) HORIZONTAL CHANNEL LATERAL BRACE BETWEEN STUDS 0 MID HEIGHT (TYP.) 2 LAYERS OF TYPE X 36" GYP. WALL BOARD, BOTH SIDES OF NEW WALL TYP. U412 RATED 3% "(18GA.) STEEL STUDS (TYP.) HOLLOW METAL FRAME DOOR DOOR JAMB L DOOR HEADER SECTION INSULATION (R -11) 3 -O" DOOR OPENING DOOR FRAME ELEVATION 2 LAYERS OF TYPE X %" GYP. BOARD, BOTH SIDES OF NEW WALL (2) 3" (18 GA.) STEEL STUDS AT JAMB 20 GA. FLAT STRAP W/ SCREWS INTO FA STUD ® 24" O.C. CONTINUOUS RUNNER CHANNEL SHEET -METAL GRAVEL STOP SEALANT FASTENERS 6" O.C., STAGGERED FULLY ADHERED SINGLE -PLY MEMBRANE FLASHING BONDING ADHESIVE SEALANT FULLY ADHERED SINGLE -PLY ROOF MEMBRANE 1 LAYER %" TYPE X GYPSUM BOARD (EACH SIDE) ON 336" 18 GAGE METAL JOISTS 0 16" O.C. INSULATION JOIST GRAVEL STOP DETAIL DOOR JAMB DETAIL INSTALL SEALANT AND TOOL TO FACILITATE WATER RUNOFF CONCRETE FASTENERS TERMINATION BAR FASTENED WITH FASTENERS 0 12" O.C. SHEET -METAL COUNTER FLASHING FULLY ADHERED SINGLE -PLY MEMBRANE FLASHING BONDING ADHESIVE SEAM PLATES AND FASTENERS 0 12" O.C. INSULATION 0) WALL FLASHING DETAIL 20 GA. FLAT STRAP W/ SCREWS INTO EA STUD 0 24" O.C. INSULATION (R -11) (2) 336" (18 GA) STEEL STUDS AT JAMB 2 LAYERS OF TYPE X %" GYP. BOARD, BOTH SIDES OF NEW WALL • • • • • •• • • •••• • • • • • •• •• II • • • • • • • • • • • • ( T • -Mobile' 8100 S.W. 10th STREET SUITE 1000 PLANTATION. FLORIDA 33324 • TEL-•(954) 693 -7100 • • x 693 -7200 • •• • • • • • •• • •• • • • • • • • •• • • • • • • • OMACTEC NACTiC & C1 &SULrIt INC ••••AIN OFFICE. • 1j105 LAKEWOOD PAW,. • • • • • A GA I RL�ft1T 004 • • • !OCAI. OFFICE 5845 NW 158th STREET MIA141 LAKES. FL 33014 TEL (305) 826 -5588 FAX (305) 826 -1799 CERTIFICATE OF AUTHORIZATION #: 6090 PROJECT NO.: 6788 -08 -1593 (04) 0 REV 2/6/08 DATE FOR PERMIT DESCRIPTION 11/07/08 MARTIN H. SAHN ROMA 22787 02/28/09 PRESBYTERIAN CHURCH MD1113A 602 NE 96th STREET MIAMI SHORES. a 33138 SHEET NAME DOOR AND WALL CONNECTION DETAILS SHEET NUMBER C8 0 l¢"x234 HILTI QUICK BOLT (CONCRETE WALLS) OR HILTI HR ANCHOR (MASONRY WALLS) (OR EQUAL) P1000 UNISTRUT CABLE SUPPORT (OR EQUAL) COAXIAL CABLE W/ ANDREW STAINLESS STEEL CABLE HANGER (OR EQUAL) C) WALL_MOUNTED COAX DETAIL "rs 1' -0" MAX. n i 4•1 2' 0" MIN. HILTI TOGGLER BOLT ANCHOR ATTACHED TO CEIUNG JOISTS ( "0) (TYP.) HANGER CUP COAX CABLE CABLE TRAY NEWTON 2003 -21 CABLE TRAY MOUNTING DETAIL (CEILING) NTS CEIUNG BRACKET (NEWTON 1044) W"0 THREADED ROD WITH NUTS & OVERSIZED WASHER FASTENED TO CEIUNG BRACKET. AFTER TRAY IS LEVEL CUT ROD EVEN WITH BOTTOM NUT. NOTE EXPOSED ENDS OF CABLE TRAY TO BE CAPPED. MIN. Y4" DEPTH li)LTI FS 601 SEALANT MIN. 4" THICKNESS MINERAL WOOL GATT INSULATION OWN. 4 PCF DENSITY) PLAN UL SYSTEM NO. CAJ1150 METAL PIPE,/CONDUIT THROUGH CONCRETE FLOOR OR WMI F RATING = 3 HR T RATING =0HR NOTE FOR ROOF PENETRATIONS CONTRACTOR SHALL RETURN ROOF MEMBRANE TO ORIGINAL STATE, AND HAVE PENETRATION INSPECTED BY A CERTIFIED ROOF PROFESSIONAL NTS MIN. N DEPTH CROWN OF HILT) FS601 SEALANT AT POINT OF CONTACT DIA. (OR SMALLER) STEEL PIPE (SCHEDULE 40 OR HEAVIER), EMT OR SIFtI. CONDUIT UL RATED PENETRATION DETAIL 1000 UNISTRUT CABLE SUPPORT (OR EQUAL) COAXIAL CABLE W/ ANDREW STAINLESS STEEL CABLE HANGER (OR EQUAL) NTS )¢"x23" HILTI QUICK BOLT (CONCRETE WALLS) OR HILTI HIT ANCHOR (MASONRY WALLS) (OR EQUAL) WALL - MOUNTED COAX SECTION 2' -0' TYP NTS CONDUIT CLAMP (TYP.) � 12GA P1000 UNISTRUT PL8x2x%" P1.5 PL8x8x%" • • • • • •• • • •••• • • •••• • • •• •• • • • • • • • • • • •• • Yi"0 BOLT WITH CHANNEL NUT (TYP. OF 2) %'0 WEDGE -BOLTS WITH 1)4 EMBED INTO CONCRETE (TYP. OF 4) Y 25 PROPOSED T- STANDS TO BE MOUNTED 0 8' 0.C. MAX. 0 JOIST LOCATIONS C)CONDUIT T -STAND ISOMETRI T • •Mobile • TEL•(954) 693 -7100 • • •!&: 693 -7200 • • • • • • • • •• • • • • • • • •• • • • • 8100 S.W. 10th STREET SUITE 1000 PLANTATION, FLORIDA 33324 • • • • • • • • • OMACTEC YACT`C ENG94EFIIMG d& COULtaIG. • INC • • • • MAIN OFFICE. • • 1 IA1fEW00D iff • • 08 04 • • toCAL OFFICE 5845 NW 158th STREET MIAMI LAKES. F. 33014 TEL (305) 826 -5588 FAX: (305) 826 -1799 CERTIFICATE OF AUTHORIZATION a: 6040 PROJECT NO.: 6788 -08-1593 (04) 2 10/23/08 1 10/13/08 0 2/6/08 REV DATE DRAWN BY: Y. FREG1O CHECKED BY: •MED SW DOE 11/07/08 MARTIN H. SAHN 888: FLORIDA t82I& •e: DP. ODE 22787 02/28/09 PRESBYTERIAN CHURCH MD1113A 602 NE 96th STREET IMMO SHORES. FL 33138 SHEET NAME SHEET NUMBER C9 REVISED FOR PERMIT DESORPTION i<t COAX SUPPORT DETAILS 12 "x1 BACKING PLATE (TYP.) Yz" GALV. NUT & LOCK WASHER (TYP.) J¢"x12" GALV. THREADED ROD MT-) O.D. ANTENNA MOUNTING PIPE, 6 -0" LONG (NOT INCLUDED W/ ANTENNA MOUNT) J4"x2Yt"x4" GALV. U— BOLT ASSEMBLY (TYP.) (NOT INCLUDED W/ ANTENNA MOUNT) ADJ. WALL MOUNT BRACKET (TYP.) FOR HOLLOW BLOCK WALLS <10" THICK (MTS PART # MT -221) ANTENNA MOUNTING DETAILS NTS ) x33e" WEDGE ANCHOR ASSEMBLY (TYP.) 236 O.D. ANTENNA MOUNTING PIPE, 6 -0" LONG (NOT INCLUDED W/ ANTENNA MOUNT) rx2rx4" GALV. U —BOLT ASSEMBLY (TYP.) (NOT INCLUDED W/ ANTENNA MOUNT) ADJ. WALL MOUNT BRACKET (TT.) FOR SOLID CONCRETE WALLS >6" THICK (MTS PART # MT -222) • • • • • •• • • •••• • • •••• • • •• •• • • • • • • • • • • •• • T • •Mobile 8100 5.8. 10th STREET SUITE 1000 PLANTATION. FLORIDA 33324 • TEL0(954) 693 -7100 • • 411 (t54) 693 -7200 • •• • • • • • •• •• • • • • •• • • •• • • • • • • • %Mcrri� MACT�C 4! E�TWG At C8NS11ZftN1Z'INC • • • •m OFFIC • 1 LAKEW000 • • • • • ETTA 08 4 • • • iocx OFFICE 5845 NW 158th STREET UMW LAKES. FL 33014 TEL, (305) 826 -5588 FAX (305) 826 -1799 CERTIFICATE OF AUTHORIZATION t. 6090 PROJECT NO.: 6788 -08-1593 (04) 0 REV 2/6/08 DATE FOR PERMIT DESCRIPTION PRESBYTERIAN CHURCH MD1113A 602 NE 96th STREET MAW SHORES. FL 33138 SHEET NAME ANTENNA MOUNTING DETAILS C10 J r P FiI LADDER EXISTING 3'x3' ACCESS OPENING EXISTING GROUND FLOOR LADDER TO BE REMOVED AND REPLACED RELOCATED 2nd FLOOR LADDER (RELOCATED TO DE CENTERED WITH PROPOSED GROUND FLOOR LADDER) EXISTING 2nd FLOOR LADDER TO BE RELOCATED EXISTING CONDUITS (TYP.) EXISTING TOWER 2rtd FLOOR TOWER PLAN NTS BOLT TO WALL, USING (1) l4"m HILTI HIT HY20 EACH SIDE, WITH 2" EMBEDMENT (1YP.) EXISTING TOWER Yi A325 BOLT TO LADDER LEG L3x3xlb" Y4 1-1111 KWIK BOLT - II W/ 1)b" EMBED NTS TOWER CROSS SECTION EXISTING 2nd FLOOR LADDER TO BE REL.00ATEE RELOCATED 2nd FLOOR LADDER (RELOCATED TO BE CENTERED WITH PROPOSED GROUND FUDOR LADDER) d SECOND FLOOR EL 1O' —O`± AGL PROPOSED STEa. LADDER (BONDER MODELQ MB) EXLS1ING GROUND FLOOR LADDER TO BE REMOVED AND REPLACED '' GROUND FLOOR EL 0 1 T - - Mobile 8100 S.W. 10th STREET SUITE 1000 PLANTATION. FLORIDA 33324 TEL (954) 693 -7100 FAX: (954) 693 -7200 OMACTEC MACTEC ENGINEERING & CONSULTING. INC MAIN OFFICE 1105 LAKEWOOD PKWY ALPHARETTA. GA 30004 LOCAL OFFICE 5845 NW 1 58th STREET MUM LAKES. FL 33014 TEU (305) 825 -5588 FAY_ (305) 826 -1799 CERTIFICATE OF AUTHORIZATION #. 6090 PROJECT NO.: 6788-08-1593 (04) 0 REV 1/29/09 GATE FOR PERMIT OESCRIPTION PRESBYTERIAN CHURCH MD1 1 13A 602 NE 96th SINESI MIAMI SHORES. FL 33138 SHEET NAME LADDER DETAILS SHEET NUMBER C11 O • A - GENERAL Al. INSTALLATION OF GROUNDING ELECTRODE SYSTEM SHALL COMPLY WITH ARTICLE 250 OF THE NATIONAL ELECTRIC CODE AND WITH ALL BUILDING CODES OF AUTHORITIES HAVING JURISDICTION. A2. GROUNDING CONDUCTORS SHALL BE #2 AWG TINNED SOUD BARE COPPER BELOW AND ABOVE GRADE, UNLESS OTHERWISE NOTED AND SHALL BE ROUTED IN A DOWNWARD PATH TOWARDS GROUND BARS. A3. GROUNDING CONDUCTORS SHALL BE KEPT AS SHORT AND DIRECT AS POSSIBLE WITH MINIMUM BEND RADIUS OF 12 INCHES. A4. ALL BELOW GRADE CONNECTIONS SHALL BE CADWELD TYPE CONNECTIONS AND ALL CONNECTIONS TO EQUIPMENT AND GROUND BARS SHALL BE 2 -HOLE BRONZE COMPRESSION CONNECTORS UNLESS OTHERWISE NOTED. A5. CONTRACTOR SHALL INSTALL NEW PCS GROUNDING SYSTEM PER SPECIFICATIONS AND INTERCONNECT NEW SYSTEMS TO ANY EXISTING GROUNDING SYSTEMS AS REQUIRED BY NFPA 70 AND 78 (THIS APPLIES TO ELECTRICAL POWER DISTRIBUTION GROUNDING SYSTEM, LIGHTNING PROTECTION GROUNDING SYSTEM. COAX CABLE GROUNDING SYSTEM AND ANY OTHER EXISTING GROUNDING SYSTEMS). A6. GROUNDING CONDUCTORS SHALL BE BONDED TO CABLE SUPPORTS. ANTENNA FRAMES, AND ANY SUPPORT FRAMES OR RACKS USING CADWELD OR MECHANICAL CONNECTIONS. A7. CONTRACTOR SHALL PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONNECTIONS FOR GROUND CONDUCTORS. STAINLESS STEEL HARDWARE SHALL BE USED THROUGHOUT. A8. GROUNDING CONDUCTORS EMBEDDED IN CONCRETE OR PENETRATING WALLS AND FLOORS SHALL BE ENCASED IN PVC CONDUIT. NO METALUC CONDUIT SHALL BE USED FOR GROUNDING CONDUCTORS UNLESS REQUIRED BY LOCAL CODES OR OTHERWISE INDICATED ON DRAWINGS. CONTRACTOR SHALL SEAL AROUND ALL CONDUIT PENETRATIONS TO PREVENT MOISTURE PENETRATION AND VERMIN INFESTATION. A9. CONTRACTOR SHALL BOND PCS GROUNDING SYSTEM VIA THE MASTER GROUND BAR TO ALL METAL OBJECTS WITHIN 12 FEET OF EQUIPMENT, CONDUIT AND CABLES. A10. BONDING OF GROUNDED CONDUCTOR (NEUTRAL) AND GROUNDING CONDUCTOR SHALL BE AT SERVICE DISCONNECTING MEANS. BONDING JUMPER SHALL BE INSTALLED PER N.E.C. ARTICLE 250 -28. A11. CONTRACTOR SHALL VERIFY EXACT CONDUIT ROUTING FOR GROUNDING CONDUCTORS WHERE APPLICABLE. Al2. A GROUND LEAD IS REQUIRED ONLY FOR BTS SUPPORTED ON STEEL FRAME. AN ADDITIONAL GROUND LEAD IS REQUIRED IF CABLE TRAY IS USED. A13. CONNECTIONS 10 CGB SHALL BE ARRANGED IN THE FOLLOWING THREE GROUPS: • SURGE PRODUCERS (COAXIAL. CABLE GROUND KITS, TELCO CABINET AND POWER PEDESTAL GROUND). • SURGE ABSORBERS (GROUNDING ELECTRODE RING OR BUILDING STEEL). • NON - SURGING OBJECTS (MB GROUND IN BTS). A14. DOUBLING OR STACKING OF ANY GROUNDING CONNECTIONS IS NOT ACCEPTABLE. A15. ALL GROUND BARS SHALL BE INSTALLED WITH STAND OFF INSULATORS. B - PREPARATION B1. SURFACES: ALL CONNECTIONS SHALL BE MADE TO BARE METAL ALL PAINTED SURFACES SHALL BE FIELD INSPECTED TO ENSURE PROPER CONTACT. ALL GALVANIZED SURFACES ON WHICH GALVANIZING HAS BEEN REMOVED BY CUTTING, DRILLING, OR ANY OTHER OPERATION SHALL BE RE- GALVANIZED IN ACCORDANCE WITH ASTM A780 USING 'ZINC RICH' COATING AS MANUFACTURED BY ZRC CHEMICAL PRODUCTS COMPANY (LOCATED IN QUINCY, MASSACHUSLIIS), OR ACCEPTABLE EQUAL. NO WASHERS ARE ALLOWED BETWEEN ITEMS BEING GROUNDED. ALL CONNECTIONS ARE TO HAVE A NON - OXIDIZING AGENT ( "COPPER SHIELD") APPUED PRIOR TO INSTALLATION. 82. GROUND BAR: ALL COPPER GROUND BARS SHALL BE CLEANED, POLISHED AND A NON - OXIDIZING AGENT ( "COPPER SHIELD") APPLIED. NO FINGER PRINTS OR DISCOLORED COPPER SHALL BE PERMITTED. C - BUILDINGS C1. ELECTRICAL CONTRACTOR SHALL PERFORM REQUIRED TESTING ON GROUNDING SYSTEM ONCE GROUNDING SYSTEM IS COMPLETELY CONSTRUCTED AND BEFORE SERVICE POWER AND GROUND IS CONNECTED (SEE NOTE T1 FOR TEST DESCRIPTION). C2. A 14/0 AWG COPPER CONDUCTOR SHALL BE ROUTED FROM MASTER GROUND BAR AT BTS SITE TO MAIN METAL COLD WATER PIPE AND BONDED TO PIPE WITH BRONZE 2 -HOLE PIPE CLAMP. CLAMP SHALL BE CONNECTED TO WATER PIPE WITHIN 5 FEET OF ENTRY OF PIPE INTO BUILDING WITH NO DEVICES BETWEEN ENTRY POINT AND CONNECTION AND SHALL COME IN CONTACT WITH PIPE FOR A MINIMUM DISTANCE OF 4 INCHES. C3. METAL RACEWAYS. ENCLOSURES, FRAMES AND OTHER NON - CURRENT CARRYING PARTS OF ELECTRICAL EQUIPMENT SHALL BE KEPT AT LEAST 6 Fttl AWAY FROM UGHTNING ROD CONDUCTORS OR THEY MUST BE BONDED TO LIGHTING ROD CONDUCTORS AT THE LOCATION WHERE SEPARATION DISTANCE IS LESS THAN 6 FEET. C4. A MASTER GROUND BAR (MGB) SHALL BE INSTALLED NEAR BTS WITH BUILDING PRINCIPAL GROUND BAR (BPG) INSTALLED NEAR ENTRANCE OF MAIN METAL COLD WATER PIPE INTO BUILDING. A 14/0 AWG STRANDED COPPER DOWN CONDUCTOR (VERTICAL GROUND RISER) SHALL BE USED TO INTERCONNECT GROUND BARS. C5. VERTICAL RISER SHALL CONSIST OF A 14/0 AWG (THWN) STRANDED COPPER CONDUCTOR INSIDE % CONDUIT. C6. CONTRACTOR SHALL BOND BUILDING PRINCIPAL GROUND BAR (BPG) NEAR MAIN METAL COLD WATER PIPE TO EXISTING BUILDING GROUND RING AS WELL AS TO MAIN METAL COLD WATER PIPE WITH #4/0 AWG (THWN) STRANDED COPPER CONDUCTOR. C7. ANTENNA GROUND BARS (AGB) SHALL BE INSTALLED NEAR ANTENNAS AND SHALL BE BONDED TO MASTER GROUND BAR (MGB) WITH 12 AWG TINNED SOUD BARE COPPER CONDUCTOR. C8. IF CODES REQUIRE VERTICAL RISER TO BE ISOLATED IN CONDUIT, PVC CONDUIT IS PREFERRED. IF METALLIC CONDUIT IS USED. GROUNDING BUSHINGS SHALL BE INSTALLED ON EACH END OF THE CONDUIT AND BONDED TO GROUND BARS USING 12 AWG (THWN) STRANDED COPPER CONDUCTORS WITH GREEN INSULATION. . GROUNDING O - LAND BUILDS AND CO- LOCATES 01. THE GROUND FECTRODE SYSTEM SHALL CONSIST OF DRIVEN GROUND RODS UNIFORMLY SPACED AROUND THE EQUIPMENT FOUNDATION AND AROUND THE PERIMETER OF THE TOWER FOUNDATION. THE GROUND RODS SHALL BE %' X 10' -O" COPPER CLAD STEEL INTERCONNECTED WITH #2 SOLID TINNED BARE COPPER GROUND CONDUCTOR TO FORM A GROUND RING AT A DEPTH OF 30 INCHES BELOW THE SURFACE OF THE SOIL A MINIMUM OF 1 FOOT AND A MAXIMUM OF 3 FEET CLEARANCES SHALL BE MAINTAINED FROM FOUNDATIONS. TOWER AND EQUIPMENT GROUND RINGS SHALL BE INTERCONNECTED WITH TWO GROUNDING CONDUCTORS OF EQUAL LENGTH AND MATERIALS. D2. GROUND RODS SHALL BE BONDED 10 GROUND RINGS AND INTERCONNECTING CONDUCTORS AT EQUAL INTERVALS OF APPROXIMATELY 10 FEET. D3. WAVEGUIDE BRIDGE SHALL BE BONDED TO GROUND RINGS OR INTERCONNECTING CONDUCTORS WITH GROUNDING CONDUCTORS BANDED,, TO DIAGONALLY OPPOSED SUPPORT POSTS. • • • •• • 04. GROUND BARS SHALL BE BONDED TO GROUND RING WITH SINGLE GROUNDING CONDUCTOR. • D5. BONDS TO ANTENNA MASTS, FENCE POSTS. WAVEGUIDE BRIDGE, TOWER SItEL (UNLESS PROHIBITED BY TOWER MANUFACTURER) %e • • • THOSE BELOW GRADE SHALL BE EXOTHERMIC TYPE ( CADWELD). ALL OTHER BONDS SHALL BE BRONZE 2 -HOLE COMPRESSION FIjR19139 • UNLESS OTHERWISE NOTED. •••• D6. GROUNDING CONDUCTORS MAKING A TRANSITION FROM ABOVE TO BELOW GRADE SHALL BE INSULATED FROM EARTH CONTACT BY PASSING THROUGH PVC CONDUIT. THE CONDUIT SHALL EXTEND AT LEAST 6 INCHES ABOVE AND 12 INCHES BELOW GRADE LEVER• • • • • • E - UGHTNING PROTECTION • • • • E1. IF EXISTING BUILDING HAS AN NFPA 780 AIR TERMINAL SYSTEM, EXISTING SYSTEM SHALL BE BONDED TO A GROUND BAR TO BgND THE EXISTING SYSTEM TO THE NEW SYSTEM. SHOULD THE EXISTING SYSTEM COME WITHIN 8 FEET OF ANTENNA STRUCTURES, • • EXISTING SYSTEM SHALL ALSO BE BONDED TO COAX GROUND BARS. •• • E2. IF SITE IS IN A HIGH RISK AREA AND ANTENNAS DO NOT FALL WITHIN EXISTING CONE OF PROTECTION FOR BUILDING. AIR TERMINALS SHALL BE INSTALLED AT ANTENNAS. A SINGLE AIR TERMINAL MAY BE USED WHEN TWO ANTENNAS ARE MOUNTED ON SAME STRUCTURE AND IT HAS BEEN DETERMINED THAT BOTH ANTENNAS WILL FALL WITHIN UGHTNING CONE OF PROTECTION FOR SINGLE NR TERMINAL T- MOBILE GROUNDING REQUIREMENTS T1. CONTRACTOR SHALL INSPECT AND TEST ANY NEW OR EXISTING T- MOBILE GROUNDING SYSTEM WITH A BIDDLE- MEGGER TESTER UTILIZING THE FALL OF POTENTIAL METHOD AND CONTACT CONSTRUCTION MANAGER IF RESISTANCE EXCEEDS 5 OHMS AND SHALL FIELD MODIFY GROUNDING SYSTEM AS NECESSARY TO ACHIEVE COMPLIANCE. TEST RESULTS AND CONCLUSIONS SHALL BE RECORDED FOR PROJECT CLOSE -OUT DOCUMENTATION. T2. COAX CABLE OUTER CONDUCTORS (SHIELDS) SHALL BE GROUNDED USING COAX GROUNDING KITS AT A MINIMUM OF TWO POINTS. INCLUDING AT ANTENNA AND AT MASTER GROUND BAR. THE COAXIAL CABLE SHALL NOT EXCEED 100 1-1tt BETWEEN GROUNDING KITS. T3. GROUNDING CONDUCTOR CONSISTING OF #2 AWG TINNED SOUD BARE COPPER WIRE SHALL BE BONDED TO WAVEGUIDE ENTRY GROUND BAR USING CADWELD CONNECTIONS. T4. COAX CABLE ENTERING A BUILDING SHALL BE GROUNDED WITH COAX GROUNDING KITS TO AN INSULATED COAX GROUND BAR WHICH SHALL BE INSTALLED ON THE OUTSIDE FACE OF THE BUILDING, BELOW THE CABLE ENTRY PORTS. T5. WHEN COAX CABLES ENTER A BUILDING FROM A TOWER, THE COAX GROUND BAR AT THE BUILDING SHALL BE CONNECTED TO THE EXTERNAL GROUND RING USING 12 AWG BARE TINNED SOUD COPPER ISOLATED IN PVC CONDUIT. T6. WHEN COAX CABLES ENTER A BUILDING FROM A ROOF TOP, THE COAX GROUND BAR AT THE BUILDING SHALL BE CONNECTED TO THE MASTER GROUND BAR NEAR THE BTS USING #2 AWG STRANDED TINNED COPPER CONDUCTOR (SEE BUILDINGS NOTES ON THIS DRAWING FOR CONNECTION TO PRINCIPLE GROUND BAR AND BUILDING GROUND). NOTES • 0 REV T • - Mobile 8100 S.W. 10th STREET SUITE 1000 PLANTATION. FLORIDA 33324 • TEL•(954) 693 -7100 • • •Itl•(U54) 593 -7200 • •• • • • • • •• • • • . • • • • • • •• • • • • ACTEC MACT4C LNG & CINtt41; INC • • • • MAIN OFFICE! • 1105. LAKEWOOD }1R✓# • • • • • Ttl • PI • ETTA. GA 111004 • • • LOCAL OFFICE 5845 N• 158th STREET MIAMI LAKES. FL 33014 TEL (305) 826 -5588 FAX: (305) 826 -1799 CERTIFICATE OF AUTHORIZATION 1: 6090 PROJECT NO.: 6788 -08 -1593 2/6/08 DATE DR0 BY: Y. FREGIO CHECKED BY: M. ABBEY ANN. ENGINEER BON Telw EWE MK: ARMANDO J. SIAM tahST *5: UP. Day FOR PERK DESCRIPTION 11 07 FLORIDA • 55980 02/28/09 • • • (04) ARE PRESBYTERIAN CHURCH MD1 1 13A 602 NE 96th l tttttt MAIN SHORES. FL 33138 SHEET NAME GROUNDING NOTES SHEET NUMBER El PLI A — GENERAL At_ ALL ELECTRICAL WORK SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE (EDITION ADOPTED BY LOCAL JURISDICTION) AND APPLICABLE LOCAL CODES. A2 GROUNDING SHALL COMPLY WITH ARTICLE 250 OF THE NATIONAL ELECTRIC CODE. Al ALL ELECTRICAL EQUIPMENT AND ACCESSORIES SHALL BE U.L. APPROVED OR LISTED. A4. ALL POWER WIRING SHALL BE STRANDED COPPER. TYPE THHN/THHW. AND 90 DEGREES C RATED. A5. GROUNDING ELECTRODE CONDUCTORS SHALL BE BARE, TIN COATED COPPER AND EQUIPMENT GROUND CONDUCTORS SHALL BE GREEN INSULATED. UNLESS OTHERWISE NOTED. A6. ALL POWER WIRING SHALL BE STALLED IN GALVANIZED RIGID STEEL CONDUIT. PVC, OR FLEXIBLE UQUIDTIGHT CONDUIT. AS INDICATED. A7. CONTRACTOR SHALL OBTAIN ALL PERMITS, PAY PERMIT FEES, AND SCHEDULE INSPECTIONS. AB. CONTRACTOR SHALL APPLY FOR ELECTRICAL SERVICE AS SOON AS POSSIBLE AND COORDINATE REQUIREMENTS. SERVICE ROUTING, AND METER SOCKET TYPE WITH LOCAL POWER COMPANY. A9_ CONTRACTOR SHALL APPLY FOR TELEPHONE SERVICE AS SOON AS POSSIBLE AND COORDINATE REQUIREMENTS AND SERVICE ROUTING WITH TELEPHONE COMPANY. A10. PROVIDE ALL LABOR AND MATERIAL DESCRIBED ON THIS DRAWING, AND ALL ITEMS INCIDENTAL TO COMPLETING AND PRESENTING THIS PROJECT AS FULLY OPERATIONAL M 1. WHERE LONG POWER CABLE RUNS PREVAIL. CONTRACTOR SHALL CALCULATE THE VOLTAGE DROP AND SIZE WIRES AND CONDUIT ACCORDINGLY. Al2. WHERE TRANSFORMER 15 REQUIRED FOR ELECTRICAL SERVICE. TRANSFORMER SECONDARY SHALL BE GROUNDED PER N.E.C„ ARTICLE 250 -26. A13. REFER TO SITE SPECIFIC DWGS FOR ELEVATIONS. A14. ALL ELECTRICAL DEVICES EXPOSED TO WEATHER SHALL BE OF RAINPROOF CONSTRUCTION AND SHALL REQUIRE WATER TIGHT CONDUIT HUBS_ A15. CONTRACTOR SHALL COIL CABLES AT HANDHOLE WITH LENGTHS AS REQUIRED BY ELECTRICAL UTILITY FOR CONNECTION BY UTILITY. A16. ALL UNDERGROUND SERVICE ENTRANCE POWER CABLES SHALL BE TYPE FOR SUCH USE. CONTRACTOR SHALL CALCULATE VOLTAGE DROP AND RE —SIZE CABLES PER NEC REQUIREMENTS FOR CABLE RUNS EXCEEDING 250 FEET. B — POWER CABLE AND SERVICE B1. CONTRACTOR SHALL PROVIDE CONDUIT AND WIRING TO BTS AND VERIFY EXACT CONDUIT ROUTING. RACEWAY SYSTEM MATERIALS AND DEVICES FURNISHED SHALL BE IN ACCORDANCE WITH APPLICABLE STANDARDS OF ANSI. NEMA. AND UL RACEWAY SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH APPLICABLE REQUIREMENTS OF THE N.E.C. B2 A COIL OF WIRE SHALL EXTEND A MINIMUM OF 10 FEET FROM CONDUIT TO PERMIT TERMINATION BY OTHERS. B3. CONTRACTOR SHALL SEAL AROUND ALL CONDUIT PENETRATIONS THROUGH WALLS, FLOORS AND ROOFS TO PREVENT MOISTURE PENETRATION OR VERMIN INFESTATION. B4. CONDUCTORS RUNNING ALONG HORIZONTAL SURFACES (ROOF TOP OR SLAB) SHALL BE INSTALLED IN RIGID CONDUIT SUPPORTED ON SLEEPERS. B5. ALL VERTICAL RUNS OF POWER CABLE EXCEEDING 80 FEET IN LENGTH SHALL BE SUPPORTED PER N.E.C. ARTICLE 300 USING KELLEMS GRIPS OR ACCEPTABLE EQUAL CABLE SUPPORT SYSTEM. B6. WHERE A SEPARATE ELECTRICAL SERVICE DROP IS ADDED, CONTRACTOR SHALL INSTALL PERMANENT SERVICE DISCONNECT OR GROUPING THEREOF. DENOTING ALL OTHER SERVICE ENTRANCES. LOCATION OF EACH AND THE AREAS SERVED BY EACH. 87. WHERE ELECTRICAL POWER IS ID BE SUB —FED FROM AN EXISTING DISTRIBUTION SYSTEM. THE FOLLOWING SHALL APPLY: A) 8) C) 0) E) CONTRACTOR SHALL PERFORM LOAD TESTING TO DETERMINE MAXIMUM FEEDER DEMAND PER N.E.C. ARTICLE 220 -35_ CONTRACTOR SHALL VERIFY WHETHER EXISTING FEEDER CAPACITY EXCEEDS VALUE CALCULATED PER N.E.C. ARTICLE 220 -35 EACH BRANCH CIRCUIT PROTECTIVE DEVICE SHALL HAVE SAME INTERRUPTING RATING AS EQUIPMENT SUPPLYING IT. PREFERRED MEANS OF SUPPLY SHALL BE A BRANCH CIRCUIT PROTECTIVE DEVICE LOCATED IN EXISTING PANEL. IF A BRANCH CIRCUIT PROTECTIVE DEVICE CANNOT BE OBTAINED OR SPACE IS NOT AVAILABLE. A BRANCH CIRCUIT MAY BE TAPPED FROM EXISTING FEEDER CONDUCTORS USING AN INSTALLED 2 —POLE FUSED DISCONNECT AND METER BASE PER N E.C. ARTICLE 240 -21 WITH TEN FOOT (10) MAXIMUM TAP CONDUCTORS. FUSED DISCONNECT SHALL BE LISTED SAME OR BETTER INTERRUPTING RATING AS EXISTING SOURCE OF SUPPLY. ELECTRICAL NOTES C — RF (COAX) AND LOW VOLTAGE CABLE C1. RF CABLES AND LOW VOLTAGE CABLING BETWEEN BTS, LNA OR TMA AND ANTENNA SHALL BE SUPPORTED USING ANDREW 'SNAP —IN' HANGERS OR ACCEPTABLE EQUAL. C2. RF CABLES AND LOW VOLTAGE CABUNG BETWEEN BTS, LNA OR TMA AND ANTENNA SHALL BE ROUTED AS FOLLOWS: A) RUNNING ALONG HORIZONTAL SURFACES: USE WAVEGUIDE SUPPORTS OR BRIDGE KIT MOUNTED ON CONCRETE SLEEPERS. B) RUNNING ALONG VERTICAL. TOWER FACE: WAVEGUIDE LADDER W/ HANGERS OR KELLEMS GRIPS. C) RUNNING ALONG OR ADJACENT TO BTS PLATFORM: USE 12 X 3 OPEN OR COVERED ELECTRICAL LADDER TRAY. 0 — IDENTIFICATION 01. LOCATE NAMEPLATE. MARKING, OR OTHER IDENTIFICATION MEANS ON OUTSIDE EQUIPMENT OR BOX FRONT COVERS. D2. PROVIDE NAMEPLATE ENGRAVED WITH EQUIPMENT DESIGNATION FOR EACH SAFETY SWITCH AND ALL OTHER ELECTRICAL CABINETS, ETC. 03. DURING TRENCH BACK —FIWNG FOR EACH UNDERGROUND ELECTRICAL. TELEPHONE, SIGNAL AND COMMUNICATIONS LINE. PROVIDE A CONTINUOUS UNDERGROUND WARNING TAPE TWELVE INCHES BELOW FINISHED GRADE. • • • • • •• • • •••• • • •••• • • •• •• • • • • • • • • • • •• • J T • •Mobile' 8100 5.18. 10th STREET SUITE 1000 PLANTATION. FLORIDA 33324 • TEL:0(954) 693 -7100 • • , i 1 1!! 8 (1 i 4) 693 -7200 • • • • • • • • •• • • • • • • • • • • •• • • • • • • • OM'AcTEC MACTei NGINNF IN0 & CONMT1 . INC " MAIN OFFICE • • • • • • 310 LAKE990D 0}c ' 0. 09 31004 • • LOCAL OFFICE 5845 N• 15811. STREET WAIN LAKES. FL 33014 TEL (305) 826 -5588 FAX: (305) 826 -1799 CERTIFICATE OF AUTHORIZATION /: 6090 PROJECT N0. 6788 -08 -1593 (04) D REV 2/6/08 DATE FOR PERMIT DESCRIPTION DRAWN BY: Y. FREW CHECKED BY: M. ABBEY PENAL ENGINEER PRESBYTERIAN CHURCH MD1113A 602 NE 96th STREET IRAs SHORES. FL 33138 SHEET NAME ELECTRICAL NOTES SHEET NUMBER E2 CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW ! 1 -800- 432 -4770 SLINSHITE ST/OE ONE CAUL OF CL•RE*. INC. NTS ROOFTOP UTILITY ROUTING PLAN KUL. DIMENSIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY. EXISTING TELCO ROOM PROPOSED r CONDUIT FOR TELCO EXISTING CHASE PROPOSED WALL COMMITS TENETRATTION PROPOSED COMIXT TO BE ROUTED VERTICALLY ALONG SIDE D8SRNG COMIC /COAX RUN EXISTING CONDENSING UNIT PROPOSED CONDENSING UNIT PROPOSED r CONDUIT FOR POWER EXISTING UTILITY POLE PROPOSED CONDUITS ROUTED HORIZONTALLY O ACROSS ROOFTOP ON PN:InOSED T—MODILE CONDUIT BRIDGE EXISTING SPRINT EQUIPMENT CABINET (TYP. OF 3) SECTION OF T —AiCE CONDUIT TO SE MOUNTED ON SPIT'S H —FRAME EXISTING SPRINT COAX BRIDGE (TYP.) EXISTING METER (TYP_) PROPOSED WEATHERMEN) PROPOSED T —MO$ILE MIS PROPOSED T—MOENE 200A METER PROPOSED T —MO&LE 200A DISCONNECT PROPOSED CROW ROD (TYP. OF 2) PROPOSED GROUND BAR EXISTING DISCONNECT (TYP.) EXISTING UTILITY RACK aEa FIRST FLOOR ELECTRICAL ROOM PLAN NTS LIGHTING PLAN NTS FINISHED GRADE 24- (MN.) OR \\ AS REQ'D BY POWER/ TELEPHONE COMPANY ( 1) TRENCH DETAIL NTS COMPACTED BACKFILL TO 95% OF PROCTOR DENSITY WARNING TAPE PVC CONDUIT(S) 18 TRENCH OR AS REQ D BY POWER/TELEPHONE COMPANY Z a T • - Mobile= I • • • • • • • • •• • • • ((moo B100 S.W. 10th STREET SUITE 1000 PLANTATION, FLORIDA 33324 • TEL•(954) 693 -7100 • •'69 (•J54) 693 -7200 • • • • • • • • • • • • OMAcriTV • .Aci • CMU!TWG. lac • • • •MAW OFFIC X a110 LAKEWOOD PINK • • • • • AI�1i�Ef7A. GA 36of1a • • • "LOCAL OFFICE 5845 NW 158th STREET MAW LAKES, 11. 33014 TEL (305) 826 -5588 FAX: (305) 826 -1799 CERTIFICATE OF AUTHORIZATION Q: 6090 PROJECT NO.: 6788 -08 -1593 (04) 2 10/23/0£ 1 10/13/08 0 REV DIP oTIT 2/6/08 DATE DRAWN B.Y: T. FREtW CHECKED BY: M. ABBEY REVISED FOR PERMIT DEMON PROFESSIONAL ENSWER E3 02/28/09 PRESBYTERIAN CHURCH MD1113A 602 NE 96111 STREET MIAMI SHORES. FL 33138 SHEET NAME SHEET NUMBER • • • ELECTRICAL PLAN AND DETAILS 8 1 . \1 1T3r: -1.:1 LOCATION: PPC • 4 - .7 • 11 .F1'. . Z 120/240 VOLTS WIRE 3 - . 7 - 1 1 ,T1 • MAIN LUG ONLY CKT NO DESCRIPTION KVA MP POLE IMRE GND COND COND GND WRE AMP KVA DESCRIPTION CKT NO. A 8 POLE A B 3 2206 BTS #1 0 7 202 #12 #12 3/4" 6012 0 SURGE SUPPRESSOR 4 0.7 - 0 5 2206 BTS #1 0.7 20/2 012 012 3/4" 3/4" #12 #12 20/1 1.08 - RECEPTACLES 6 7 0.7 3/4" 012 012 20/2 0.7 2206 BTS #2 8 9 2206 BTS #1 0 ' 7 20/2 #12 #12 3/4" 0.7 10 11 0.7 314" 012 012 20/2 - 0.7 2206 BTS #2 12 13 2206 BTS #1 0.7 202 #12 #12 3/4" 0.7 14 15 0.7 3/4- #10 #10 302(H) - 21 ' CONDENSING UNIT 16 17 2206 BTS #2 0.7 .7 - 20/2 #12 #12 3/4" 2.1 - 18 19 0.i 3/4" #12 #12 20/1 - 0.3 LIGHTING 20 21 2206 BTS #2 a 7 202 #12 #12 3/4 314 #14 #14 152 (H) 0 4 - FAN/COIL 23 0.7 OA 24 SUB TOTAL KVA(CONT) 0 0 0 0 SUB TOTAL KVA(CONT) SUB TOTAL KVA(NON -CONT) 42 4.2 4.98 42 SUB TOTAL KVA(NON-CONT) TOTAL KVA NON -CONT • 125% CONT. 17 6 73.3 TOTAL AMPS t PRE WRED AT FACTORY (H) PROVIDE HACR BREAKER PANEL SCHEDULE • • • • • •• • • •• •- •• • • •••• • • • • • • • • • • • • •• • NOTES: 1. POWER PROTECTION CABINET (PPC) INCLUDES A GENERATOR RECEPTACLE. WALKING BEAM TRANSFER SWITCH. 200A 24 - POSI11ON LOAD CENTER AND A SURGE SUPPRESSOR DEVICE- 2. SURGE SUPPRESSOR GENERATOR RECEPTACLE AND CFI ARE PRE -WIRED AT FACTORY. CIRCUIT BREAKER FOR EACH COMPONENT IS ALSO INSTALLED AT FACTORY. PROPOSED 200A MTS 3. BOND NEUTRAL TO GROUND IN DISCONNECT. PROPOSED 200A. 10, 240V NEMA 3R FUSIBLE DISCONNECT W /200A, 22K AIC FUSES 3#3/0. #4G - 2 "C PROPOSED 200A METER CAN 3 #3/0. 3" C FROM UTILITY SERVICE t 140. 3 3 #3/0, 1#4G - 2 "C 3 #3/0, 1 #60 - 2 "C PROPOSED GENERATOR RECEPTACLE ONE -LINE DIAGRAM NTS PROPOSED BTS #1 PROPOSED BTS #1 PROPOSED BTS #1 PROPOSED BTS #1 PROPOSED BTS #2 PROPOSED BTS #2 PROPOSED 200A PRIMARY & SECONDARY MAIN BREAKER W/ WALKING BEAM INTERLOCK 2P -20A 2P -60A 2P -20A 1P -20A 2P -20A 2P -20A 2P -20A 2P -20A n n 2P -20A 2P -30A 2P -20A 1P -20A 2P -15A 11 LEGEND 1t SURGE SUPPRESSOR (PRE -WIRED AT FACTORY) RECEPTACLES I PROPOSED BTS j2 PROPOSED BTS j2 CONDENSING UNIT UGHTING FAN /COIL 200A, 120/240V 10 LOAD CENTER WITH 24 BREAKER POSITIONS PROPOSED POWER PROTECTION CABINET CIRCUIT BREAKER 7- T • - Mobile= 8100 S.W. 101h STREET SUITE 1000 PLANTATION. FLORIDA 33324 • TEL•(954) 693 -7100 • • 4'11k• 0954) 693 -7200 • • •• • • • • • • • • • • • • • • • • • • • LOCAL OFFICE 5845 NW 158th STREET MIAMI LAKES. FL 33014 TEL (305) 826 -5588 FAX. (305) 826 -1799 • • % McT1C uAC1ic• + 9 G • c8NSLR1111%c •••• OFF • 1 1005� LAKEWOOD • • • - • .Plg.P GA G4 • CERTIFICATE OF AUTHORIZATION B 6090 PROJECT NO.: 6788- 08-1593 (04) 0 2/6/08 DATE FOR PERMIT DESCRIPTION DRAWN BY: Y_ FREGIO CHECKED 8Y: M. ABBEY PROFESSIONAL ENGMEER sciginne 081 �b"M810tlf 913119 ME s 8•E 11/07/08 twc ARMANDO J. ALI 5 MIDI[ •o: DP. DUE FLORIDA 55980 02/28/09 PRESBYTERIAN CHURCH MD11 13A 602 NE 96th STREET MIAMI SHORES, FL 33138 SHEET NAME ONE -LINE DIAGRAM AND PANEL SCHEDULE SHEET NUMBER E4 n EQUIPMENT ROOM GROUNDING PLAN PROPOSED T -MBE 2206 GSM EQUIPMENT CART (TYP. OF 2) PROPOSED #0 ATNG GRN CONNECTOR CONNECT 70 EXISING GROIAMD RING W/ /4/O INSULMED GROUND PROPOSED MGB PROPOSED GROUND HMO PROPOSED T -MOBILE BATTERY RACK FUTURE T- MOBILE UMTS CABINET PROPOSED T- MOBILE 200A PPC PROPOSED A/C UNIT • • • • • •• • • • • • •••• • • •• •• • •• • • • • • • • •• • 0 0 3 O 0 0 p C Q K q K Q N La a 0 0 a U 0 a E5 J� I T • -Mobile- 8100 S.W. 10th STREET SUITE 1000 PLANTATION. FLORIDA 33324 • TEL• (954) 693 -7100 • • •FiM (954) 693 -7200 • •• • • • • • • • •• • • • • • • • •• TEL: (305) 826 -5588 FAX: (305) 826 -1799 • • • • • • %M 11AC�L' 1111 /E6RNG & CtINtaftNt. •••• 16619 OFFIC • ••• t 10 LAKEW000 IZ M, • • •. 4S4 TTA. GA 3300004 • • • 'LOCAL OFFICE 5845 NW 158th STREET WWI LAKES. FL 33014 CERTIFICATE OF AUTHORIZATION p: 6090 PROJECT NO.: 6788 -08 -1593 (04) 0 REV 2/6/08 DATE FOR PERMIT DESCRIPTION DRAWN BY: Y. FREGIO CHECKED BY M. ABBEY PROFESSIONAL £t1GINEER (88 lean WITOS 9001URE & DAM 11/07/ NNE ARMANDO J. SWG FLORIDA tCE6E 16.: DIP 99E: 55980 02/28/09 PRESBYTERIAN CHURCH MD1113A 602 NE 96th sH tt1 M,AM( SHORES. FL 33138 SHEET NAME GROUNDING PLAN SHEET NUMBER ( Y4 "x4 "x12" OR J x4 "x2O BUS BAR PATS PART rS GB- 0412 —IT (TYP.) GB- 0420 —IT (MGB) %§" SS LOCK WASHER "x% SS BOLT #2 AWG TINNED WIRE LEAD W/ THERMOWELD LEAD SHOWN FOR CLARITY 1 TYPICAL GROUND BAR NTS NOTE: CONTRACTOR TO APPLY COPPERSHIELD OR NO—OX "x SS BOLT TO GROUND RING ID TO MAIN BLDG. GROUND GROUNDING KEY NOTES O ALL EXISTING ROOFTOP GROUNDING SYSTEMS 20 POWER CABINET • BTS FRAME O ANTENNA GROUND BAR (1 PER SECTOR) (SEE DETAIL 1 /E6) • MASTER GROUND BAR • ANTENNA (TYP.) • ANTENNA MOUNTING PIPE (TYP.) 80 #2 INSULATED O9 JUMPER CABLE (TYP.) 10 COAX CABLE (TYP.) i t COAX GROUNDING STRAP (TYP.) i2 SURGE ARRESTOR 13 #2 GRN INSULATED 14 #4/0 GRN INSULATED ‘ , ii�i \ \�� \ \!��i,` GROUNDING RISER DIAGRAM NTS C" TAP T&B #54730 MIN. Y4" MAX. 8R MIN. ALL AXES TO GROUNDED ITEM PERIMETER GROUND TAP NTS #2 STRANDED NON — JACKEIEU #6 GRN O • • • • •• • • •••• • • •••• • • •• e• BRACKET PANDUIT PP1S —SIO —C #10 x 1rHHW PLATED SHEET METAL SCREW #2 STRANDED NON — JACKETED CUT EXCESS 0 -u CID- PERIMETER GROUND INSTALLATION TY —RAP T&B TY24M NOTE SCREW TO INTERIOR WALL 0 16" O.C. , TYP • • • • • • • • • • • • 2 —HOLE LUG T DOOR TRIM TO PERIMETER GROUND BUS METAL DOOR FRAME DOOR BONDING STRAP NTS Y4X 1 BOLT & Y4 FLAT WASHER DOOR HINGE LIVE DOOR BONDING STRAP (INSTALL ON EXTERIOR DOORS) CABLE RACK CORNER CLAMP 2 —HOLE LUG #6 GRN ss, Y4° -2o BOLT WITH FLAT WASHER SS, Y4' -20 HEX NUT Y4" WASHER EXTEND ACROSS EVERY LADDER — LADDER CONNECTION CABLE TRAY CORNER BOND NTS 1 1 T •Mobile- 8100 5 W. 1001 STREET SUITE 1000 PLANTATION. FLORIDA 33324 • TEL• (954) 693 -7100 • • WIPP.954) 693 -7200 • •• • • • • • •• • • • • • • • • • ▪ • • • • • • • ONTACTM WACO ! t1tE{RING & CCA! •••• MAIN OFFIC ••• • • 705 LAKEWOOD • • * LOCAL OFFICE 5845 NW 1561h STREET WWI LAKES, FL 33014 TEL: (305) 826 -5588 FAX: (305) 826 -1799 CERTIFICATE OF AUTSORIZAT(0N 9: 6090 PROJECT NO.: 6788 -08 -1593 (04) 0 REV 2/6/08 DATE FOR PERMIT DESCRIPTION DRAWN BY: Y. FREGIO CHECKED BY: N. ABBEY PROFESSIONAL ENGINEER (NOT W00 • SI NIJURE & atTe 11/07/08 &WE ARMANDO J. AL 900(2 FLORIDA LCENSE tlo_ DP. (8(6 02 /28/09 55980 PRESBYTERIAN CHURCH MD1113A 602 NE 966. UNLIT MIAMI SHORES. FL 33138 SHEET HAKE GROUNDING RISER DIAGRAM AND DETAILS SHEET NUMBER E6 A. GENERAL MECHANICAL NOTES 1. THE PARTY PERFORMING THE WORK UNDER THIS SECTION, HEREINAFTER REFERRED TO AS THE SUBCONTRACTOR, SHALL FURNISH ALL LABOR, MATERIAL, TOOLS. EQUIPMENT. SERVICES. AND RELATED ACCESSORIES FOR A COMPLETE INSTALLATION OF ALL MECHANICAL WORK AS INDICATED. ITEMS OMITTED FROM EITHER THE SPECIFICATIONS OR THE DRAWINGS BUT SHOWN OR DESCRIBED IN ONE RO THE OTHER, AND ALL ITEMS NECESSARY TO MAKE THE MECHANICAL SYSTEM COMPLETE AND WORKABLE SHALL FORM A PART OF THE WORK. 2_ ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS IN A NEAT AND WORKMANUKE MANNER CONSISTENT WITH RECOGNIZED GOOD PRACTICE, AND SHALL BE SUBJECT TO THE APPROVAL OF THE OWNER'S REPRESENTATIVE. 3. DURING CONSTRUCTION THE SUBCONTRACTOR SHALL AT ALL TIMES MAINTAIN UTILITIES OF THE BUILDING WITHOUT INTERRUPTION. SHOULD IT BE NECESSARY. TO INTERRUPT ANY SERVICE OR UTILITY. THE SUBCONTRACTOR SHALL SECURE PERMISSION IN WRITING FROM THE OWNER FOR SUCH INTERRUPTION AT LEAST 72 HOURS IN ADVANCE. ANY INTERRUPTION SHALL BE MADE WITH A MINIMUM AMOUNT OF INCONVENIENCE TO THE OWNER AND ANY SHUTDOWN TIME SHALL BE .._. _ COORDINATED WITH THE OWNER. 4_ ALL WORK. MATERIAL, AND EQUIPMENT SHALL COMPLY WITH ALL REQUIREMENTS OF THE LATEST EDITIONS AND INTERIM AMENDMENTS OF ANSI, OSHA, NFPA, AND ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS AND ORDINANCES. ALL MATERIAL PROVIDED UNDER THIS CONTRACT SHALL BE NEW AND SHALL COMPLY WITH THE REQUIREMENTS OF THE UNDERWRIILRS' LABORATORIES (UL) AND BEAR THE UL LABEL. 5. ALL EQUIPMENT SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 6. THE SUBCONTRACTOR SHALL CHECK ALL EXISTING STRUCTURAL, ELECTRICAL AND MECHANICAL CONDITIONS FOR POSSIBLE INTERFERENCE CAUSED BY CONDITIONS IN THE FIELD. BEFORE THE BID IS MADE. NO ALLOWANCE SHALL SUBSEQUENTLY BE MADE TO THE SUBCONTRACTOR BY REASON OF HIS FAILURE TO HAVE MADE SUCH EXAMINATIONS OR ANY ERROR ON HIS PART. 7. ANY DISCREPANCIES WITHIN DRAWINGS AND SPECIFICATIONS SHALL BE PROMPTLY BROUGHT TO THE ATTENTION OF THE ENGINEER FOR CLARIFICATION DURING THE BIDDING PERIOD. NO ALLOWANCE SHALL SUBSEQUENTLY BE MADE TO THE SUBCONTRACTOR BY REASON OF HIS FAILURE TO HAVE BROUGHT SAID DISCREPANCIES TO THE ATTENTION OF THE A/E DURING THE BIDDING PERIOD OR OF ANY ERROR ON THE SUBCONTRACTOR'S PART. 8. ALL EQUIPMENT FURNISHED BY THE SUBCONTRACTOR AND WORK PERFORMED UNDER THE CONTRACT DOCUMENTS SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIALS OR WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE, UNLESS OTHERWISE NOTED_ ANY FAILURE OF EQUIPMENT OR WORK DUE TO DEFECTS IN MATERIALS OR WORKMANSHIP SHALL BE CORRECTED BY THE SUBCONTRACTOR AT NO COST TO THE OWNER. 9_ THE SUBCONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF ALL MATERIALS, DEVICES AND EQUIPMENT TO BE FURNISHED TO THE OWNER AND A/E FOR REVIEW. INCLUDE ALL WIRING AND CONTROLS DIAGRAMS. 10. T- MOBILE OR IT'S A/E RESERVES THE RIGHT TO REJECT ANY EQUIPMENT OR MATERIALS WHICH. IN THEIR OPINION, ARE NOT IN COMPLIANCE WITH THE CONTRACT DOCUMENTS. EITHER BEFORE OR AFTER INSTALLATION AND REJECTED EQUIPMENT SHALL BE REPLACED WITH EQUIPMENT CONFORMING TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS BY THE SUBCONTRACTOR AT NO COST TO THE OWNER OR A/E 11. THE SUBCONTRACTOR SHALL CONDUCT SUCH TESTS AND ADJUSTMENTS OF LUUIPMENT AS REQUIRED TO VERIFY EQUIPMENT PERFORMANCE SUCH TESTS SHALL BE CONDUCTED IN THE PRESENCE OF T- MOBILE OR ITS REPRESENTATIVE. 12. ALL EQUIPMENT FURNISHED WITH FINISHED SURFACES FROM THE MANUFACTURER IS NOT TO BE DEFACED AND SHALL BE CLEANED TO ORIGINAL FINISH AT TIME OF COMPLETION OF WORK_ B_ SCOPE 1. SUBCONTRACTOR SHALL PROVIDE AND INSTALL A COMPLETE AND FULLY FUNCTIONAL DIRECT EXPANSION SPUT COOLING SYSTEM. 2. SUBCONTRACTOR TO PROVIDE /INSTALL NEW HANGERS AND MISCELLANEOUS STEEL WHERE NECESSARY TO HANG PIPE. PROTECTION SADDLES. ETC. 3. SUBCONTRACTOR TO PROVIDE /INSTALL COMPLETE CONTROLS FOR ALL UNITS. C. MECHANICAL EQUIPMENT AND MATERIALS 1. AIR CONDITIONING UNITS: AC -1 UNIT SHALL BE "CARRIER" MODEL "FB4BNF036000' WITH SUPPLY FAN, REFRIGERANT EVAPORATOR COIL. AND FILTER ASSEMBLY. THE CONDENSING SECTION SHALL BE REMOTELY MOUNTED OUTSIDE. THE UNIT SHALL DELIVER 1400 CFM AT PRESSURE AT HI SPEED. COOLING CAPACITY SHALL BE 36 MBH TOTAL PROVIDE A STANDARD THERMOSTAT. TO ENERGIZE COOLING AUTOMATICALLY TO MAINTAIN SPACE TEMPERATURE. UNITS SHALL BE 208/230 VOLT SINGLE PHASE. PROVIDE TWO 20 THROWAWAY FILTERS. PROVIDE RETURN AND SUPPLY DUCT. UNITS SHALL HAVE INTERNAL CONDENSATE PUMP WITH FLOAT CONTROL 2. CONDENSER UNITS CU -1 UNIT SHALL BE 'CARRIER' 38TUA036331. UNIT SHALL BE 208/230 VOLT SINGLE PHASE PROVIDE 5 YEAR WARRANTY FOR COMPRESSOR. INSTALL FILTER DRYER IN UQUID UNE PAD MOUNT EACH UNIT. 3. REFRIGERANT PIPING: PIPING SHALL BE COPPER TYPE ° L ° OR TYPE ACR DRAWN COPPER TUBING WITH BRAZED JOINTS. INSULATE SUCTION TUBING WITH FLEXIBLE 'A ° CLOSED CELL ARMAFIEX INSULATION INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. INSTALL ALL PIPING IN ACCORDANCE WITH ASHRAE STANDARD 15. SUPPORT ALL PIPING INSIDE WITH GRINNELL FIG 97 HANGERS. THREADED ROD, AND PIPE HANGER FLANGES FIG 153. INSULATED PIPE OR TUBE SHALL BE PROVIDED WITH INSULATION SHIELDS AT HANGER POINTS. SUBCONTRACTOR SHALL COORDINATE PIPING REQUIREMENTS WITH MANUFACTURER. SUBCONTRACTOR SHALL PROVIDE PIPING PER MANUFACTURER'S RECOMMENDATIONS INCLUDING SUCTION DOUBLE RISERS, IF REOUIRED. SUBCONTRACTOR SHALL PROVIDE ALL ACCESSORIES NECESSARY FOR LONG UNE APPLICATION_ 4. CONDENSATE DRAIN PIPING: INDOOR PIPING SHALL BE COPPER TYPE "1" WITH SOLDERED JOINTS & ARMAFLEX INSULATION. SLOPE PIPING IN DIRECTION OF FLOW. EXTERIOR PIPING SHALL BE PVC WITH NO INSULATION. PROVIDE PIPING SUPPORTS AS NEEDED. SEAL ANNULAR SPACE AND SLEEVE WITH SIUCONE SEALER 111111'111'311111181111 aimismom 1111111111111111111111 WALL SLEEVE DETAIL NTS SLEEVE - 20 GA_ GALV. SHEET METAL 1/2" ANNULAR SPACE BETWEEN INSULATION AND • • SLEEVE • • • SEAL SPACE BETWEEN SEAPEIR • SLEEVE AND WALL • •••• • • •••• • • •• •• • • • • • • / / / / 7 sz GRASSED AREA • 3' -0 6' -6" / EQUIPMENT ROOM PLAN. NTS 7 7 7 7 7 7 7 • PROPOSED FAN /COLL UNIT PROPOSED T- MOBILE CONDUIT AND REFRIGERANT PfPHNG RUN ROUTED VERTICALLY UP INSIDE STEEPLE WAIL PROPOSED WALL CONDUIT PENETRATION (BELOW GRADE) EXISTING CONDENSING UNIT PROPOSED CONDENSING UNIT • •• • PROPOSE O (2 CONDUIT FOR POWER AND CONTROL WIRING AND REFRIGERANT SUPPLY AND RETURN ONES T • -Mobile= 6100 S.W. 10th STREET SURE 1000 PLANTAT10N. FLORIDA 33324 • TEL•(954) 693 -7100 •• 04 (•54) 693 -7200 • •• • • • • • •• • • • • • • •• • • • • • • • •• • • • • ••••• • • • 014 tACTie•EIiLMfjN0 & cIti1}•fLfflikc •• ' LNE • • tIL GA A004 • • • •• LOCAL OFFICE 58 NW 158th STREET MIAMI LAKES, FL 33014 TEL (305) 826 -5588 FAX (305) 826 -1799 CERTIFICATE OF AUTHORIZATION 8: 6090 PROJECT NO.: 6788 -08 -1593 (04) 0 REV 8/28/08 2/6/08 DATE REVISED FOR PERMIT DESCRIPTION DRAWN BY: Y. FREGIO CHECKED 8Y: M. ABBEY PROFESSIONAL ENGINEER PRESBYTERIAN CHURCH MD1113A 602 NE 96th STREET MUM SHORES. FL 33138 SHEET NAME HVAC DETAILS SHEET NUMBER PERMIT #& Miami Shores Villa e APPROVED BY DATE ZONING DEPT BLDG DEPT o r - 1, 4 4 P SUBJECT TO COMPLIANCE WITH ALL FEDERAL. STATE AND COUNTY RULES AND REGULATIONS .......------,, • • •• • • • • • • •• • - * •• • • • • • • • T?7,37 2N6 BY: \2A)00‘ Oo 11111111111IN 0IR i-CA11): MUM )ADE Tf. TUYiKr1.1E ire No: t rvbagaidral Nos Project Name; Addreses DAS PEtevislogi ProcceE4 Nos DATE 7oo9005 7 3 0 PLAN tEVI, FII\I 6 11110 11.5.110T A PERIZIT. AF.F.: F elk& MUNICIPAL INSPUITZON REQUIREMENTS AND RECORD C I T T M TIME 17;1 ARE IBISPEMON. DEPAR'i EN'T" OF ENIR R ONMENTAL rE ES OE j S A4A NA 0 EMEN T \ a , V