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14-1037-005GENERAL NOTES: 1. ALL WORK PRESENTED ON THESE DRAWINGS MUST BE COMPLETED BY THE CONTRACTOR UNLESS NOTED OTHERWISE. THE CONTRACTOR MUST HAVE CONSIDERABLE EXPERIENCE IN PERFORMANCE OF WORK SIMILAR TO THAT DESCRIBED HEREIN. BY ACCEPTANCE OF THIS ASSIGNMENT, THE CONTRACTOR IS ATTESTING THAT HE DOES HAVE SUFFICIENT EXPERIENCE AND ABILITY, THAT HE IS KNOWLEDGEABLE OF THE WORK TO BE PERFORMED AND THAT HE IS PROPERLY LICENSED AND PROPERLY REGISTERED TO DO THIS WORK IN THE STATE AND /OR COUNTY IN WHICH IT IS TO BE PERFORMED. 2. ALL MATERIALS AND EQUIPMENT FURNISHED SHALL BE NEW AND OF GOOD QUALITY, FREE FROM FAULTS AND DEFECTS AND IN CONFORMANCE WITH THE CONTRACT DOCUMENTS. ANY AND ALL SUBSTITUTIONS MUST BE PROPERLY APPROVED AND AUTHORIZED IN WRITING BY THE OWNER AND ENGINEER PRIOR TO INSTALLATION. THE CONTRACTOR SHALL FURNISH SATISFACTORY EVIDENCE AS TO THE KIND AND QUALITY OF THE MATERIALS AND EQUIPMENT BEING SUBSTITUTED. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING, AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT THIS PROJECT AND RELATED WORK COMPLIES WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL SAFETY CODES AND REGULATIONS GOVERNING THIS WORK. 4. ALL DIMENSIONS SHALL BE VERIFIED WITH THE PLANS (LATEST REVISION) PRIOR TO COMMENCING CONSTRUCTION. NOTIFY THE OWNER IMMEDIATELY IF DISCREPANCIES ARE DISCOVERED. 5. ALL MATERIALS AND WORKMANSHIP SHALL BE WARRANTED FOR ONE (1) YEAR FROM DATE OF ACCEPTANCE. 6. ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123 "ZINC (HOT -DIP GALVANIZED) COATINGS ON IRON AND STEEL PRODUCTS ", UNLESS OTHERWISE NOTED. 7. ALL BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A153 "ZINC - COATING (HOT -DIP) ON IRON AND STEEL HARDWARE ", UNLESS OTHERWISE NOTED. 8. DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED BY COLD GALVANIZING IN ACCORDANCE WITH ASTM A780. 9. ALL ANTENNA MOUNTS SHALL BE INSTALLED WITH DOUBLE NUTS AND SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. nnnnncrn ANTENNA BRACKET VA MANUFACTURER) ANTENNA AND COAXIAL SCHEDULE SECTOR ANTENNA ANTENNA HEIGHT (AGL) ANTENNA TIP HEIGHT MECHANICAL DOWN TILT ELECTRICAL DOWN TILT AZIMUTH (TRUE ANTENNA MANUFACTURER ANTENNA TYPE # OF ANTENNAS # OF COAX PROPOSED COAX CABLE COAXIAL CABLE REVISED GENERATOR FOR CONSTRUCTION 5 3/17/14 REVISED EQUIPMENT FOR CONSTRUCTION NORTH) PER SECTOR PER ANTENNA LENGTH DIAMETER ALPHA 700/1900 86.4'± 89.4'± 0' 4• 65' CSS X7CAP- 665 -42 2 2 67'± (X4) 1 5/8" BETA 700/1900 86.4'± 89.4'± 0' 4' 150' CSS X7CAP- 665 -42 2 2 160'± (X4) 1 5/8" GAMMA 700/1900 92.5'± 96.5'± 0' 4' 220' CSS X7CAP- 665 -42 2 2 157'± (X4) 1 5/8" NOTES: 1. MARKING TAPE MUST BE APPLIED AT TOP OF FEED LINES AND AT BASE OF STRUCTURE. 2. CHECK ALL ANTENNA INFO WITH VERIZON WIRELESS PRIOR TO CONSTRUCTION. (STRUCTURAL NOTE: PROPOSED ANTENNA HSS2.375x0.154X6'L MOUNTING PIPE 1. DESIGN REQUIREMENTS PER 2010 FLORIDA BUILDING CODE AND ANSI /TIA -222 -G "STRUCTURAL STANDARD FOR ANTENNA SUPPORTING STRUCTURES AND ANTENNAS ". 2. REFER TO STRUCTURAL ANALYSIS REPORT PREPARED BY TECTONIC ENGINEERING & SURVEYING CONSULTANTS P.C., DATED JUNE 10, 2013. EXPANSION ANCHOR (SEE NOTE) (TYP OF 2 PER BRACKET) WALL MOUNT BRACKET SITE PRO P/N SP250 (OR APPROVED EQUAL) 1/2"0 U —BOLT (TYP) EXISTING MASONRY PENTHOUSE WALL OR PARAPET (AS APPLIES) NOTES: 1. WHEN ANCHORING TO HOLLOW MASONRY, USE 1/2"0 HILTI HIT HY20 WITH 2" EMBEDMENT. 2. WHEN ANCHORING TO GROUTED MASONRY OR SOLID CONCRETE, USE 1/2 "0 HILTI KWIK BOLT 3 WITH 3" EMBEDMENT. 3. THROUGH BOLTS WITH BACKING PLATES ARE PERMITTED TO BE USED WHEREVER POSSIBLE. ANTENNA MOUNTING DETAIL SCALE: 1 " = 1'-0" PROPOSED TOTAL ANTENNA QTY = 6 PROPOSED TOTAL COAX QTY = 12 PROPOSED TOTAL COAX LENGTH = 1536' ± PAINTING NOTE ALL ANTENNAS, MOUNTS, AND RELATED EQUIPMENT THAT IS VISIBLE FROM THE GROUND SHALL BE PAINTED TO MATCH THE EXISTING BUILDING ROOFING NOTE ALL ROOF WORK SHALL BE PERFORMED BY ABSOLUTE WATERPROOFING, INC. OF HOLLYWOOD, FL ANTENNA CABLE WITH SNAP -IN CONNECTOR (TYP) 4x8x16 SOLID CONCRETE BLOCK - 0 48" O.0 1/2" RUBBER SLIP SHEET CABLE TRAY COVER BY VALMONT (OR EQUAL) T /EXIST ROOFTOI P1000 UNISTRUT, LENGTH AS REQUIRED \-1/2" HILTI, S.S. CONCRETE SCREW ANCHOR W/ 2" EMBEDMENT (TYP) COVERED COAXIAL CABLE TRAY SCALE: 1"=1'-O'* RGS UTILITY CONDUIT WITH CONDUIT CLAMP TO UNISTRUT (TYP) 4x8x16 SOLID CONCRETE BLOCK 0 48" O.0 1/2" RUBBER SLIP SHEET 700/1900 700/1900 SECTOR CONFIGURATION PENETRATE WALL AT MORTAR JOINT. DRILL MINIMUM HOLE TO PASS CABLE W /UNATTACHED CONNECTOR. SEAL W /CLEAR SILICONE 1/2" JUMPER CABLE EXISTING CMU PARAPET JUMPER PENETRATION THROUGH CMU WALL SCALE: 1 " = 1' -0" CAULK W /META CAULK 950 BY RECTORSEAL CORP T /EXIST ROOFTOP P1000 UNISTRUT, LENGTH AS REQUIRED 1/2" HILTI, S.S. CONCRETE SCREW ANCHOR W/ 2" EMBEDMENT (TYP) CL v 3 ROOFTOP UTILITY CONDUIT SUPPORT C -4 SCALE: 1 " =1' -0" FACE OF WALL /PARAPET COAXIAL CABLE WITH SNAP -IN CONNECTORS (TYP) 1" MIN. 1/4" SELF TAPPING GALVANIZED SCREW P1000 UNISTRUT, V -6" LONG SPACED 4' -0" O.C. EXPANSION ANCHOR (SEE NOTE) (TYP OF 2 PER STRUT) NOTES: 1. WHEN ANCHORING TO HOLLOW MASONRY, USE 1/2 "0 HILTI HIT HY20 WITH 2" EMBEDMENT. 2. WHEN ANCHORING TO GROUTED MASONRY OR SOLID CONCRETE, USE 1/2 "0 HILTI KWIK BOLT 3 WITH 3" EMBEDMENT. BOLT AND SPRING NUT 2 "x2" 16 GA. GALV. SHEET METAL ANGLE. CONTRACTOR TO FABRICATE IN FIELD COAX WALL /PARAPET SUPPORT SCALE: NTS STEEL SLEEVE (TYP) CMU OR CONCRETE WALL MINERAL WOOL BATT INSULATION (TYP) ------------------------ 1 /2" (TYP) I �' ° a l 1/4" (TYP) NOTE: CONDUIT ANCHORAGE IS REQUIRED NEARBY TO PREVENT PIPE MOVEMENT THRU PENETRATION PIPE (SIZE VARIES) NOM 4" DIAM (OR SMALLER) ELECTRICAL METALLIC TUBING OR STEEL CONDUIT NOM 1" DIA (OR SMALLER) SCH 40 (OR HEAVIER) STEEL PIPE "UL NO. W -J -1007' PIPE PENETRATION AT CONCRETE FLOOR (CONC WALL SIMILAR) SCALE: NTS r WALL /CEILING UNISTRUT 0 4' -0" O.C. FASTEN AS REQ'D (TYP) CONDUIT (AS APPLIES) SNAP -IN OR CONDUIT CLAMP (AS APPLIES) 7 CONDUIT ON CEILING WALL C -4 SCALE: NTS :,1TY OF SOUTH NIIAM�, BUILDING DEPT' YURA►- SEC'T10N STRUC J�i jw veruonwwaw 777 YAMATO DRIVE, SUITE 600 BOCA RATON, FL 33431 • PLANNING • ENGINEERING • SURVEYING • CONSTRUC77ON MANAGEMENT TECTONIC Engineering & Surveying Consultants P.C. 36 British American Blvd., Suite 101 Latham, NY 12110 Phone: (518) 783 -1630 Fax: (518) 783 -1544 www.tectonicengineering.com PRELIMINARY /CONSTRUCTION RF ENG. DATE: EQPT. ENG. DATE: OPERATIONS DATE: CONST. MGR. DATE: NETWORK ENG. DATE: REAL ESTATE DATE: 6097.68304A TJH NO_ DATE ISSNIF 0 6/10/13 FOR COMMENT 1 7/11/13 PER COMMENTS 2 7/19/13 FOR PERMIT 3 9/3/13 FOR CONSTRUCTION 4 12/30/13 REVISED GENERATOR FOR CONSTRUCTION 5 3/17/14 REVISED EQUIPMENT FOR CONSTRUCTION RELEASED BY DATE 0000�U�s�neuuuno od` co; • 0 31�'l :N e i TA OF y o •• /1- O � ®O 'OAS• ©Wft• • • c B ° °0aR DOf�9Ae� �o ee000 UNAUTHORIZED ALTERATION OR ADDITIONS TO A PLAN BEARING THE SEAL OF A LICENSED ENGINEER OR LAND SURVEYOR IS A VIOLATION OF ACCEPTED ENGINEERING PRACTICES IN THE STATE OF FLORIDA PURSUANT TO SECTION 471 FLORIDA STATUTES. COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE OF THE SIGNATURE AND AN ORIGINAL EMBOSSED SEAL OR ORIGINAL STAMP IN BLUE OR RED INK OF THE PROFESSIONAL ENGINEER OR LAND SURVEYOR SHALL NOT BE CONSIDERED VALID COPIES. 0 1 2 3 ORIGINAL SIZE IN INCHES SUNSET STATION 5975 SUNSET DRIVE CITY OF SOUTH MIAMI MIAMI DADE COUNTY FL 33143 bm tt I I I I Lt DETAILS & N OTES SHEEP NUMBER