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HomeMy WebLinkAboutIN0128 (1637) Carmel Dr Modification Design Drawings 02.15.2022.pdfSTRUCTURE INFORMATION: CODE COMPLIANCE: STRUCTURE DRAWINGS: STRUCTURE HEIGHT: STRUCTURE LOCATION: LAT.: LONG.: REFERENCED ANALYSIS: ANALYSIS DATE: WIND SPEEDS: ICE THICKNESS: STRUCTURE CLASS: EXPOSURE CATEGORY: TOPO CATEGORY: GOVERNING CODES: COUNTY: CLIENT #: IN0128 FA #: 10023984 CARMEL DR STREET ADDRESS: CITY, STATE ZIP: CARMEL, IN 46032 650 E CARMEL DR. LAWSON/ELSER/PROJ. #: 1345 53'-0" ROOFTOP 39° 57' 44.00" -86° 6' 55.09" HAMILTON GPD/PROJ. #: 2022723.16.1637.03 2/14/2022 MOUNT TYPE: ALPHA, BETA, & GAMMA SECTOR FRAMES QUALIFIED ENGINEERING SERVICES ARE AVAILABLE FROM GPD TO ASSIST CONTRACTORS IN CLASS IV RIGGING PLAN REVIEWS. FOR REQUESTING QUALIFIED ENGINEERING SERVICES PLEASE CONTACT GPD AT GPDMODS@GPDGROUP.COM. SHEET INDEX: T-01: TITLE SHEET MI-01: MODIFICATION INSPECTION CHECKLIST PROJECT CONTACTS: USID #: 1637 N-01: PROJECT NOTES TIA-222-G & 2014 INDIANA BUILDING CODE 115 MPH 3 SECOND GUST (ULTIMATE) 89 MPH 3 SECOND GUST (NOMINAL) 40 MPH 3 SECOND GUST (W/ ICE) 1" II C 1 N-02: ADDITIONAL PROJECT NOTES S-01: ROOFTOP PLAN & MODIFICATION SCHEDULE S-02: MODIFICATION DETAILS & SECTIONS S-03: ADDITIONAL DETAILS & SECTIONS S-04: ADDITIONAL DETAILS & SECTIONS S-05: ADDITIONAL DETAILS & SECTIONS S-06: ADDITIONAL DETAILS & SECTIONS S-07: ADDITIONAL DETAILS & SECTIONS S-08: ADDITIONAL DETAILS & SECTIONS S-09: ADDITIONAL DETAILS & SECTIONS 2/15/22 JOB NO. ISSUED FOR: PERMIT RECORD CONSTRUCTION BID REV. DATE DESCRIPTION PROJECT MANAGER APPROVED BY ENGINEER DESIGNER CJS CARMEL DR 650 E CARMEL DR. CARMEL, IN 46032 JRS MJS TP 2022723.16.1637.03 DESIGN DRAWINGS PREPARED FOR: CARMEL DR FA #: 10023984 CLIENT #: IN0128 0 2/15/22 INITIAL RELEASE MI-01 ERICSSON GPD GROUP, INC. ® 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax 330.572.2102 MODIFICATION INSPECTION CHECKLIST 2/15/2022 - - - MODIFICATION INSPECTION CHECKLIST REQUIRED REPORT ITEM BRIEF DESCRIPTION PRE-CONSTRUCTION X MI CHECKLIST DRAWING THIS CHECKLIST SERVES AS A GUIDELINE FOR THE REQUIRED CONSTRUCTION DOCUMENTS AND INSPECTIONS FOR THIS MODIFICATION X EOR APPROVED SHOP DRAWINGS PRIOR TO FABRICATION, THE CONTRACTOR SHALL PROVIDE DETAILED ASSEMBLY DRAWINGS AND/OR SHOP DRAWINGS TO THE EOR FOR APPROVAL. X FABRICATION INSPECTION A LETTER FROM THE FABRICATOR STATING THAT ALL FABRICATION (I.E. DRILLING, CUTTING, WELDING, SHEARING, MILLING, GALVANIZING, ETC) HAS BEEN DONE ACCORDING TO INDUSTRY STANDARDS AND ALL APPLICABLE ANSI/ASTM STANDARDS. NA FABRICATOR CERTIFIED WELD INSPECTION A CWI SHALL INSPECT ALL FABRICATION WELDS IN ACCORDANCE WITH AWS D1.1 AND A REPORT DETAILING THE RESULTS SHALL BE PROVIDED TO THE MI INSPECTOR FOR INCLUSION IN THE MI REPORT. X MATERIAL TEST REPORTS (MTR) MATERIAL TEST REPORTS SHALL BE PROVIDED FOR ALL MATERIAL USED. MTR'S SHALL BE PROVIDED TO THE MI INSPECTOR FOR INCLUSION IN THE MI REPORT. NA FABRICATOR NDE INSPECTION REPORT CRITICAL SHOP WELDS THAT REQUIRE ADDITIONAL TESTING ARE NOTED WITHIN THE MODIFICATION DRAWINGS. A CERTIFIED NDT INSPECTOR SHALL PERFORM NON-DESTRUCTIVE EXAMINATION ON ALL PJP, CJP, AND FILLET WELDS >5/16” IN ACCORDANCE WITH AWS D1.1 AND A REPORT DETAILING THE RESULTS SHALL BE PROVIDED TO THE MI INSPECTOR FOR INCLUSION IN THE MI REPORT. NA NDE OF MONOPOLE BASE PLATE A NDE OF THE POLE TO BASE PLATE CONNECTION IS REQUIRED AND A WRITTEN REPORT SHALL BE PROVIDED TO THE MI INSPECTOR FOR INCLUSION IN THE MI REPORT. X PACKING SLIPS PACKING/SHIPPING LIST FOR ALL MATERIAL USED DURING CONSTRUCTION OF THE MODIFICATION SHALL BE PROVIDED. DURING CONSTRUCTION 2/15/22 JOB NO. ISSUED FOR: PERMIT RECORD CONSTRUCTION BID REV. DATE DESCRIPTION PROJECT MANAGER APPROVED BY ENGINEER DESIGNER CJS CARMEL DR 650 E CARMEL DR. CARMEL, IN 46032 JRS MJS TP 2022723.16.1637.03 DESIGN DRAWINGS PREPARED FOR: CARMEL DR FA #: 10023984 CLIENT #: IN0128 0 2/15/22 INITIAL RELEASE N-01 ERICSSON GPD GROUP, INC. ® 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax 330.572.2102 PROJECT NOTES 2/15/2022 - - - GENERAL NOTES 1. THIS DESIGN IS IN ACCORDANCE WITH THE GOVERNING PROVISIONS OF ALL LOCALLY ADOPTED BUILDING CODES. MATERIALS, FABRICATION, INSTALLATION, AND ALL OTHER SERVICES PROVIDED BY THE CONTRACTOR SHALL CONFORM TO THE ABOVE MENTIONED CODES AND THE CONTRACT SPECIFICATIONS. 2. THIS DESIGN ASSUMES THE EXISTING STRUCTURE HAS BEEN WELL MAINTAINED, IS IN GOOD CONDITION, AND IS WITHOUT DEFECT. BENT MEMBERS, CORRODED MEMBERS, LOOSE BOLTS, CRACKED WELDS AND OTHER MEMBER DEFECTS HAVE NOT BEEN CONSIDERED. THIS DESIGN IS BEING PROVIDED WITHOUT THE BENEFIT OF A CONDITION ASSESSMENT BY GPD. 3. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING; ANY PROBLEMS WITH ACCESS, INTERFERENCE, ETC. SHALL BE RESOLVED PRIOR TO MOBILIZATION. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND NOTE ANY EXISTING CONDITIONS THAT ARE NOT REPRESENTED ON THESE DRAWINGS OR THAT INTERFERE WITH THE CONTINUOUS INSTALLATION OF THE MODIFICATIONS. CONTRACTOR SHALL NOTE ALL ATTACHMENT POINTS, ANTENNAS, MOUNTS, COAX, LIGHTING, CLIMBING SUPPORTS, STEP BOLTS, PORT HOLES, AND ANY OTHER APPURTENANCES IN THE REGION OF THE MODIFICATIONS. GPD SHALL BE CONTACTED IMMEDIATELY TO EVALUATE THE SIGNIFICANCE OF ANY DEVIATION PRIOR TO ORDERING MATERIAL. 4. ALL MATERIAL SPECIFIED FOR THIS PROJECT MUST BE NEW AND FREE OF ANY DEFECTS. ANY MATERIAL SUBSTITUTIONS, INCLUDING BUT NOT LIMITED TO ALTERED SIZES AND/OR STRENGTHS, MUST BE REVIEWED BY THE OWNER AND ENGINEER. CONTRACTOR SHALL PROVIDE DOCUMENTATION TO ENGINEER FOR DETERMINING IF SUBSTITUTE IS SUITABLE FOR USE AND MEETS THE ORIGINAL DESIGN CRITERIA. DIFFERENCES FROM THE ORIGINAL DESIGN, INCLUDING MAINTENANCE, REPAIR AND REPLACEMENT, SHALL BE NOTED. ESTIMATES OF COSTS/CREDITS ASSOCIATED WITH THE SUBSTITUTION (INCLUDING RE-DESIGN COSTS AND COSTS TO SUB-CONTRACTORS) SHALL BE PROVIDED TO THE ENGINEER. 5. CONTRACTOR IS RESPONSIBLE FOR ENGAGING A MODIFICATION INSPECTOR AT THE TIME OF AWARD TO COORDINATE AN INSPECTION SCHEDULE AND ENSURE PROPER DOCUMENTATION IS RETAINED THROUGHOUT THE PROJECT. REFER TO SHEET MI-01 FOR MODIFICATION INSPECTION CHECKLIST. 6. SPECIAL INSPECTIONS: UNLESS OTHERWISE SPECIFIED WITHIN THE PLANS OR REQUIRED BY THE BUILDING OFFICIAL, SPECIAL INSPECTIONS AND TESTS ARE NOT REQUIRED FOR GROUP U OCCUPANCIES, BUT NOT 2/15/22 JOB NO. ISSUED FOR: PERMIT RECORD CONSTRUCTION BID REV. DATE DESCRIPTION PROJECT MANAGER APPROVED BY ENGINEER DESIGNER CJS CARMEL DR 650 E CARMEL DR. CARMEL, IN 46032 JRS MJS TP 2022723.16.1637.03 DESIGN DRAWINGS PREPARED FOR: CARMEL DR FA #: 10023984 CLIENT #: IN0128 0 2/15/22 INITIAL RELEASE N-02 ERICSSON GPD GROUP, INC. ® 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax 330.572.2102 ADDITIONAL PROJECT NOTES 2/15/2022 - - - RADIO FREQENCY (RF) TRANSPARENT FIBER REINFORCING POLYMER (FRP) NOTES 1. ALL FRP SHEET AND STRUCTURAL COMPONENTS USED IN VISION SCREENS SHALL BE TRANSPARENT TO ELECTRO-MAGNETIC RADIATION AT THE FREQUENCIES REQUIRED BY THE OWNER. THE CONTRACTOR SHALL VERIFY RF TRANSPARENCY AT THE REQUIRED FREQUENCIES WITH THE FRP MANUFACTURER PRIOR TO FABRICATION OF THE VISION SCREENS. 2. THE MATERIAL SPECIFIED SHALL BE FURNISHED BY A REPUTABLE AND QUALIFIED MANUFACTURER OF DEMONSTRATED ABILITY WHO HAS ROUTINELY ENGAGED IN THE MANUFACTURE OF FIBER REINFORCED POLYMER COMPOSITES. 3. SUBSTITUTION OF ANY COMPONENT OR MODIFICATION OF SYSTEM WILL BE MADE ONLY AFTER APPROVAL BY THE ENGINEER. 4. ALL SYSTEMS, SUB-SYSTEMS, AND STRUCTURES WILL BE FACTORY-FABRICATED AND ASSEMBLED TO THE BEST PRACTICAL SIZES FOR TRANSPORTATION. 5. ALL MATERIAL AND EQUIPMENT NECESSARY FOR THE FABRICATION AND INSTALLATION OF THE FRP PRODUCTS WILL BE STORED BEFORE, DURING, AND AFTER SHIPMENT IN A MANNER TO PREVENT CRACKING, TWISTING, BENDING BREAKING, CHIPPING OR DAMAGED OF ANY KIND TO THE MATERIAL OR EQUIPMENT, INCLUDING ULTRAVIOLET DAMAGE. 6. MATERIAL USED IN THE MANUFACTURE OF FRP PRODUCTS SHALL BE OF THE QUALITY AND FREE FROM DEFECTS AND IMPERFECTION THAT MAY AFFECT THE PERFORMANCE OF THE FINISHED PRODUCT. 7. ALL FRP PRODUCTS WILL BE MANUFACTURED USING THE PULTRUSION MANUFACTURING PROCESS WITH EITHER THERMOSET POLYESTER PR THERMOSET VINYLESTER RESINS INCLUDING FLAMMABILITY AND ULTRAVIOLET (UV) INHIBITOR ADDITIVES. A SYNTHETIC SURFACE VEIL SHALL BE THE OUTERMOST LAYER OF THE EXTERIOR SURFACE. ALL EXPOSED SURFACES SHALL BE SMOOTH AND TRUE TO FORM. AFTER FABRICATION, ALL CUT ENDS, HOLES, AND ABRASIONS OF FRP COMPOSITE PRODUCTS WILL BE SEALED WITH A COMPATIBLE RESIN COATING CONTAINING A JOB NO. ISSUED FOR: PERMIT RECORD CONSTRUCTION BID REV. DATE DESCRIPTION PROJECT MANAGER APPROVED BY ENGINEER DESIGNER CJS CARMEL DR 650 E CARMEL DR. CARMEL, IN 46032 JRS MJS TP 2022723.16.1637.03 DESIGN DRAWINGS PREPARED FOR: CARMEL DR FA #: 10023984 CLIENT #: IN0128 0 2/15/22 INITIAL RELEASE S-01 ERICSSON GPD GROUP, INC. ® 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax 330.572.2102 ROOFTOP PLAN & MODIFICATION SCHEDULE 2/15/2022 - - - 2/15/22 MODIFICATION SCHEDULE SECTOR MEMBER TYPE ELEVATION EXISTING MEMBER NEW MEMBER REFERENCE DETAIL/SHEET NOTES ALPHA SCREEN WALL 53'-0"± STEEL SCREEN WALL FRP SCREEN WALL PANEL 1/S-02 REPLACE STEEL SCREEN WALL WITH NEW FRP MATERIAL. BRACING - L4x4x3/8 FRP INSTALL NEW FRP BRACING BETWEEN COLUMNS AND KICKERS. TOP CHORD HSS2-1/2x2-1/2x1/4 2-1/2"x2-1/2"x1/4" FRP TUBE REPLACE EXISTING STEEL TOP CHORD WITH NEW FRP MEMBERS. COLUMNS VARIES (3) 4"x4"x1/4 FRP TUBE REPLACE EXISTING STEEL COLUMNS WITH NEW FRP MEMBERS. MOUNTING FRAME - L4x4x1/4 JOB NO. ISSUED FOR: PERMIT RECORD CONSTRUCTION BID REV. DATE DESCRIPTION PROJECT MANAGER APPROVED BY ENGINEER DESIGNER CJS CARMEL DR 650 E CARMEL DR. CARMEL, IN 46032 JRS MJS TP 2022723.16.1637.03 DESIGN DRAWINGS PREPARED FOR: CARMEL DR FA #: 10023984 CLIENT #: IN0128 0 2/15/22 INITIAL RELEASE S-02 ERICSSON GPD GROUP, INC. ® 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax 330.572.2102 MODIFICATION DETAILS & SECTIONS 2/15/2022 - - - 2/15/22 S-02 SCALE: 3/16" = 1'-0" 1 ALPHA SECTOR S-02 SCALE: 3/16" = 1'-0" A SECTION S-02 SCALE: 3/16" = 1'-0" B SECTION 3'-0" 6'-3"± (F.V.) 6'-3"± (F.V.) 6'-3"± (F.V.) 3'-0" EQ. (TYP.) EQ. (TYP.) 25'-3"± (F.V.) A S-02 B S-02 25'-3"± (F.V.) F.V. JOB NO. ISSUED FOR: PERMIT RECORD CONSTRUCTION BID REV. DATE DESCRIPTION PROJECT MANAGER APPROVED BY ENGINEER DESIGNER CJS CARMEL DR 650 E CARMEL DR. CARMEL, IN 46032 JRS MJS TP 2022723.16.1637.03 DESIGN DRAWINGS PREPARED FOR: CARMEL DR FA #: 10023984 CLIENT #: IN0128 0 2/15/22 INITIAL RELEASE S-03 ERICSSON GPD GROUP, INC. ® 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax 330.572.2102 ADDITIONAL DETAILS & SECTIONS 2/15/2022 - - - 2/15/22 S-03 SCALE: 3/8" = 1'-0" C SECTION S-03 SCALE: 3/8" = 1'-0" D SECTION S-03 SCALE: 3/16" = 1'-0" 2 BETA SECTOR 9'-6" (F.V.) 1'-8" (F.V.) 2'-0" (F.V.) 2'-8" (F.V.) 2'-8" (F.V.) 6" (F.V.) 11" 1'-2" (F.V.) 2'-7" (F.V.) 4'-4" (F.V.) JOB NO. ISSUED FOR: PERMIT RECORD CONSTRUCTION BID REV. DATE DESCRIPTION PROJECT MANAGER APPROVED BY ENGINEER DESIGNER CJS CARMEL DR 650 E CARMEL DR. CARMEL, IN 46032 JRS MJS TP 2022723.16.1637.03 DESIGN DRAWINGS PREPARED FOR: CARMEL DR FA #: 10023984 CLIENT #: IN0128 0 2/15/22 INITIAL RELEASE S-04 ERICSSON GPD GROUP, INC. ® 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax 330.572.2102 ADDITIONAL DETAILS & SECTIONS 2/15/2022 - - - 2/15/22 S-04 SCALE: 3/8" = 1'-0" E SECTION S-04 SCALE: 3/8" = 1'-0" F SECTION S-04 SCALE: 3/16" = 1'-0" 3 GAMMA SECTOR 1'-5" TYP. G* TYP. 6" 1'-2" (F.V.) 2'-7" (F.V.) 5'-9" (F.V.) 4'-8" G* (F.V.) G* TYP. 4'-8" (F.V.) 3'-0" 6'-3"± (F.V.) JOB NO. ISSUED FOR: PERMIT RECORD CONSTRUCTION BID REV. DATE DESCRIPTION PROJECT MANAGER APPROVED BY ENGINEER DESIGNER CJS CARMEL DR 650 E CARMEL DR. CARMEL, IN 46032 JRS MJS TP 2022723.16.1637.03 DESIGN DRAWINGS PREPARED FOR: CARMEL DR FA #: 10023984 CLIENT #: IN0128 0 2/15/22 INITIAL RELEASE S-05 ERICSSON GPD GROUP, INC. ® 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax 330.572.2102 ADDITIONAL DETAILS & SECTIONS 2/15/2022 - - - 2/15/22 S-05 SCALE: 3/16" = 1'-0" G SECTION S-05 SCALE: 3/16" = 1'-0" H SECTION 6'-2"± (F.V.) 6'-2"± (F.V.) 6'-2"± (F.V.) K S-06 25'-2" 1'-8" (F.V.) 2'-0" (F.V.) 2'-8" (F.V.) 2'-8" (F.V.) 6" (F.V.) 6'-2"± (F.V.) JOB NO. ISSUED FOR: PERMIT RECORD CONSTRUCTION BID REV. DATE DESCRIPTION PROJECT MANAGER APPROVED BY ENGINEER DESIGNER CJS CARMEL DR 650 E CARMEL DR. CARMEL, IN 46032 JRS MJS TP 2022723.16.1637.03 DESIGN DRAWINGS PREPARED FOR: CARMEL DR FA #: 10023984 CLIENT #: IN0128 0 2/15/22 INITIAL RELEASE S-06 ERICSSON GPD GROUP, INC. ® 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax 330.572.2102 ADDITIONAL DETAILS & SECTIONS 2/15/2022 - - - 2/15/22 S-06 SCALE: 3/8" = 1'-0" J SECTION S-06 SCALE: 3/8" = 1'-0" K SECTION 9'-6" (F.V.) 1'-8" (F.V.) 2'-0" (F.V.) 2'-8" (F.V.) 2'-8" (F.V.) 6" (F.V.) 11" 1'-2" (F.V.) 2'-7" (F.V.) 4'-4" (F.V.) 5'-9" (F.V.) JOB NO. ISSUED FOR: PERMIT RECORD CONSTRUCTION BID REV. DATE DESCRIPTION PROJECT MANAGER APPROVED BY ENGINEER DESIGNER CJS CARMEL DR 650 E CARMEL DR. CARMEL, IN 46032 JRS MJS TP 2022723.16.1637.03 DESIGN DRAWINGS PREPARED FOR: CARMEL DR FA #: 10023984 CLIENT #: IN0128 0 2/15/22 INITIAL RELEASE S-07 ERICSSON GPD GROUP, INC. ® 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax 330.572.2102 ADDITIONAL DETAILS & SECTIONS 2/15/2022 - - - 2/15/22 S-07 SCALE: 1-1/2" = 1'-0" 6 END CONNECTION S-07 SCALE: 1-1/2" = 1'-0" M SECTION S-07 SCALE: 1-1/2" = 1'-0" N SECTION S-07 SCALE: 1-1/2" = 1'-0" 7 COLUMN CONNECTION S-07 SCALE: 1-1/2" = 1'-0" P SECTION M S-07 P S-07 2" G* G* G* 1 1/4" 1 1/4" G* 2" 2 G* TYP. NEW 4"x4"x1/4" FRP TUBE KICKER JOB NO. ISSUED FOR: PERMIT RECORD CONSTRUCTION BID REV. DATE DESCRIPTION PROJECT MANAGER APPROVED BY ENGINEER DESIGNER CJS CARMEL DR 650 E CARMEL DR. CARMEL, IN 46032 JRS MJS TP 2022723.16.1637.03 DESIGN DRAWINGS PREPARED FOR: CARMEL DR FA #: 10023984 CLIENT #: IN0128 0 2/15/22 INITIAL RELEASE S-08 ERICSSON GPD GROUP, INC. ® 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax 330.572.2102 ADDITIONAL DETAILS & SECTIONS 2/15/2022 - - - 2/15/22 S-08 SCALE: 1-1/2" = 1'-0" 8 KICKER TOP CONNECTION S-08 SCALE: 1-1/2" = 1'-0" Q SECTION S-08 SCALE: 1-1/2" = 1'-0" 9 HORIZONTAL CONNECTION S-08 SCALE: 1-1/2" = 1'-0" 10 END CONNECTION S-08 SCALE: 1-1/2" = 1'-0" R SECTION S-08 SCALE: 1-1/2" = 1'-0" S SECTION 1 1/4" 1 1/4" G* 2" Q S-08 G* EQ. EQ. 1 1/4" 1 1/4" G* EQ. EQ. G* G* TYP. G* JOB NO. ISSUED FOR: PERMIT RECORD CONSTRUCTION BID REV. DATE DESCRIPTION PROJECT MANAGER APPROVED BY ENGINEER DESIGNER CJS CARMEL DR 650 E CARMEL DR. CARMEL, IN 46032 JRS MJS TP 2022723.16.1637.03 DESIGN DRAWINGS PREPARED FOR: CARMEL DR FA #: 10023984 CLIENT #: IN0128 0 2/15/22 INITIAL RELEASE S-09 ERICSSON GPD GROUP, INC. ® 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax 330.572.2102 ADDITIONAL DETAILS & SECTIONS 2/15/2022 - - - 2/15/22 S-09 SCALE: 1-1/2" = 1'-0" 11 CHORD CONNECTION S-09 SCALE: 1-1/2" = 1'-0" 12 END CONNECTION S-09 SCALE: 1-1/2" = 1'-0" 13 CORNER CONNECTION S-09 SCALE: 1-1/2" = 1'-0" 14 HORIZONTAL CONNECTION S-09 SCALE: 1-1/2" = 1'-0" U SECTION 1 1/4" 1 1/4" G* EQ. EQ. EQ. EQ. G* EQ. EQ. 1 1/4" 1 1/4" S-09 SCALE: 1-1/2" = 1'-0" T SECTION G* 1'-2" G* G* R S-08 R S-08 T S-09 S-09 SCALE: 1-1/2" = 1'-0" 15 HORIZONTAL SPLICE 9 1/2" 7/8" TYP. 1 1/2" TYP. 7/8" TYP. TOP VIEW FRONT VIEW NEW 4"x4"x1/4" FRP TUBE KICKER NEW 3/4"Ø FRP THREADED ROD, LENGTH AS REQUIRED (TYP.) DRILL 13/16"Ø HOLE FOR NEW THREADED ROD (TYP.) NEW L4x4x3/8 FRP ANGLE NEW 3/4"Ø FRP THREADED ROD, LENGTH AS REQUIRED (TYP.) EXISTING FRP COLUMN NEW 2-1/2"x2-1/2"x1/4" FRP HORIZONTAL TUBE EXISTING FRP KICKER NEW 3/4"Ø FRP THREADED ROD, LENGTH AS REQUIRED (TYP.) DRILL 13/16"Ø HOLE FOR NEW THREADED ROD (TYP.) EXISTING COLUMN EXISTING FRP HORIZONTAL TUBE NEW 3/4"Ø FRP THREADED ROD, LENGTH AS REQUIRED (TYP.) EXISTING FRP COLUMN NEW 2-1/2"x2-1/2"x1/4" FRP HORIZONTAL TUBE EXISTING FRP MOUNTING BRACKET (F.V. SIZE, NOTIFY EOR OF FINDINGS) DRILL 13/16"Ø HOLE FOR NEW THREADED ROD (TYP.) NEW 3/4"Ø FRP THREADED ROD, LENGTH AS REQUIRED (TYP.) EXISTING FRP COLUMN NEW 2-1/2"x2-1/2"x1/4" FRP HORIZONTAL TUBE EXISTING FRP MOUNTING BRACKET (F.V. SIZE, NOTIFY EOR OF FINDINGS) DRILL 13/16"Ø HOLE FOR NEW THREADED ROD (TYP.) FIELD DRILL 13/16"Ø HOLE FOR NEW THREADED ROD (TYP.) FIELD DRILL 13/16"Ø HOLE FOR NEW END BOLT (TYP.) NEW L4x4x1/4 HORIZONTAL BRACING DRILL 9/16"Ø HOLES FOR NEW U-BOLT (TYP.) NEW P2 STD PIPE MOUNT (2) NEW 1/2"Ø U-BOLT CONNECTION, INSIDE DIAMETER OF U-BOLT SHALL MATCH OUTSIDE DIAMETER OF PIPE NEW L4x4x1/4 HORIZONTAL BRACING NEW 3/4"Ø END BOLTS, LENGTH AS REQUIRED (TYP.) DRILL 13/16"Ø HOLE FOR NEW END BOLT (TYP.) EXISTING SCREEN WALL HORIZONTAL EXISTING SCREEN WALL HORIZONTAL NEW 2-1/2"x2-1/2"x1/4" FRP HORIZONTAL TUBE NEW 3/8" THICK PLATE (TYP OF TOP AND BOTTOM) DRILL 9/16"Ø HOLE FOR NEW CONNECTION BOLT (TYP.) NEW 1/2"Ø CONNECTION BOLTS, LENGTH AS REQUIRED (TYP.) FEILD DRILL 9/16"Ø HOLE FOR NEW CONNECTION BOLT (TYP.) *SEE WORKABLE ANGLE GAGE ON SHEET N-01 *SEE WORKABLE ANGLE GAGE ON SHEET N-01 *SEE WORKABLE ANGLE GAGE ON SHEET N-01 *SEE WORKABLE ANGLE GAGE ON SHEET N-01 NOTE: 1. ALL FIELD DRILLED HOLES SHALL BE SOLVENT CLEANED AND TOUCHED UP WITH TWO COATS OF BRUSH APPLIED ZRC ZINC RICH COLD GALVANIZING PAINT. *SEE WORKABLE ANGLE GAGE ON SHEET N-01 SIDE VIEW BOTTOM VIEW 8" 1 1/4" TYP. NEW L4x4x1/4 BACKER ANGLE G* DRILL 13/16"Ø HOLES FOR BOLT ASSEMBLY (TYP.) NEW 3/4"Ø BOLTS ASSEMBLY, LENGTH AS REQUIRED (TYP.) S-09 SCALE: 1-1/2" = 1'-0" 16 TOP PLATE 6" F.V. 2" 2" 1 1/4" MIN. (F.V.) 2" 3/8" THICK FRP PLATE DRILL 13/16"Ø HOLES FOR FRP THREADED RODS (TYP.) NOTE: ALL FRP THREADED RODS ARE 3/4"Ø AND FIBERBOLTS WITH (2) FIBERGLASS BUTS UNLESS NOTED OTHERWISE. 1'-2" NEW 4"x4"x1/4" FRP TUBE KICKER NEW 3/4"Ø FRP THREADED ROD, LENGTH AS REQUIRED (TYP.) DRILL 13/16"Ø HOLE FOR NEW THREADED ROD (TYP.) NEW L4x4x3/8 FRP ANGLE (TYP.) NEW 3/4"Ø FRP THREADED ROD, LENGTH AS REQUIRED (TYP.) NEW 4"x4"x1/4" FRP TUBE COLUMN NEW 2-1/2"x2-1/2"x1/4" FRP HORIZONTAL TUBE 2" G* NEW 3/4"Ø FRP THREADED ROD, LENGTH AS REQUIRED (TYP.) DRILL 13/16"Ø HOLE FOR NEW THREADED ROD (TYP.) NEW L4x4x3/8 FRP ANGLE (TYP.) NEW 4"x4"x1/4" FRP TUBE COLUMN/ KICKER NEW 3/4"Ø FRP THREADED ROD, LENGTH AS REQUIRED (TYP.) DRILL 13/16"Ø HOLE FOR NEW THREADED ROD (TYP.) NEW L4x4x3/8 FRP ANGLE (TYP.) NEW 2-1/2"x2-1/2"x1/4" FRP HORIZONTAL TUBE EXISTING COLUMN NEW 3/4"Ø FRP THREADED ROD, LENGTH AS REQUIRED (TYP.) DRILL 13/16"Ø HOLE FOR NEW THREADED ROD (TYP.) EXISTING KICKER NEW 3/4"Ø FRP THREADED ROD, LENGTH AS REQUIRED (TYP.) DRILL 13/16"Ø HOLE FOR NEW THREADED ROD (TYP.) NEW L4x4x3/8 FRP ANGLE (TYP.) R S-08 EXISTING KICKER NEW 3/4"Ø FRP THREADED ROD, LENGTH AS REQUIRED (TYP.) DRILL 13/16"Ø HOLE FOR NEW THREADED ROD (TYP.) NEW L4x4x3/8 FRP ANGLE FIELD DRILL 13/16"Ø HOLE FOR NEW THREADED ROD (TYP.) NEW 3/4"Ø FRP THREADED ROD, LENGTH AS REQUIRED (TYP.) DRILL 13/16"Ø HOLE FOR NEW THREADED ROD (TYP.) NEW L4x4x3/8 FRP ANGLE (TYP.) EXISTING FRP COLUMN NEW 2-1/2"x2-1/2"x1/4" FRP HORIZONTAL TUBE DRILL 13/16"Ø HOLE FOR NEW THREADED ROD (TYP.) *SEE WORKABLE ANGLE GAGE ON SHEET N-01 *SEE WORKABLE ANGLE GAGE ON SHEET N-01 *SEE WORKABLE ANGLE GAGE ON SHEET N-01 *SEE WORKABLE ANGLE GAGE ON SHEET N-01 *SEE WORKABLE ANGLE GAGE ON SHEET N-01 *SEE WORKABLE ANGLE GAGE ON SHEET N-01 S S-08 3/8" THICK FRP PLATE (TYP. OF BOTH SIDED), SEE DETAIL 16/S-09 NOTE: ALL FRP THREADED RODS ARE 3/4"Ø AND FIBERBOLTS WITH (2) FIBERGLASS BUTS UNLESS NOTED OTHERWISE. NEW 3/4"Ø FRP THREADED ROD, LENGTH AS REQUIRED (TYP.) DRILL 13/16"Ø HOLE FOR NEW THREADED ROD (TYP.) NEW L4x4x3/8 FRP ANGLE (TYP.) NEW 3/4"Ø FRP THREADED ROD, LENGTH AS REQUIRED (TYP.) DRILL 13/16"Ø HOLE FOR NEW THREADED ROD (TYP.) NEW L4x4x3/8 FRP ANGLE (TYP.) NEW 4"x4"x1/4" FRP TUBE KICKER NEW L4x4x1/4 HORIZONTAL BRACING DRILL 9/16"Ø HOLES FOR NEW U-BOLT NEW P2 STD PIPE MOUNT (2) NEW 1/2"Ø U-BOLT CONNECTION, INSIDE DIAMETER OF U-BOLT SHALL MATCH OUTSIDE DIAMETER OF PIPE NEW 3/4"Ø FRP THREADED ROD, LENGTH AS REQUIRED (TYP.) DRILL 13/16"Ø HOLE FOR NEW THREADED ROD (TYP.) NEW L4x4x3/8 FRP ANGLE (TYP.) NEW/ EXISTING FRP HORIZONTAL TUBE NEW 4"x4"x1/4" FRP TUBE COLUMN NEW 3/4"Ø FRP THREADED ROD, LENGTH AS REQUIRED (TYP.) DRILL 13/16"Ø HOLE FOR NEW THREADED ROD (TYP.) NEW 3/4"Ø FRP THREADED ROD, LENGTH AS REQUIRED (TYP.) DRILL 13/16"Ø HOLE FOR NEW THREADED ROD (TYP.) NEW L4x4x3/8 FRP ANGLE (TYP.) NEW 4"x4"x1/4" FRP TUBE COLUMN NEW 2-1/2"x2-1/2"x1/4" FRP HORIZONTAL TUBE DRILL 13/16"Ø HOLE FOR NEW THREADED ROD (TYP.) *SEE WORKABLE ANGLE GAGE ON SHEET N-01 *SEE WORKABLE ANGLE GAGE ON SHEET N-01 *SEE WORKABLE ANGLE GAGE ON SHEET N-01 *SEE WORKABLE ANGLE GAGE ON SHEET N-01 *SEE WORKABLE ANGLE GAGE ON SHEET N-01 TOP VIEW SIDE VIEW NEW L4x4x1/4 BACKER ANGLE 8" 1 1/4" TYP. G* DRILL 13/16"Ø HOLES FOR BOLT ASSEMBLY (TYP.) NEW 3/4"Ø BOLTS ASSEMBLY, LENGTH AS REQUIRED (TYP.) NOTE: ALL FRP THREADED RODS ARE 3/4"Ø AND FIBERBOLTS WITH (2) FIBERGLASS BUTS UNLESS NOTED OTHERWISE. F.V. G* TYP. 1'-2" (F.V.) 2'-7" (F.V.) 4'-4" (F.V.) 5'-9" (F.V.) 11" 1'-8" (F.V.) 2'-0" (F.V.) 2'-8" (F.V.) 2'-8" (F.V.) 6" (F.V.) 9'-6" (F.V.) G* TYP. S-06 SCALE: 1-1/2" = 1'-0" 4 KICKER BASE S-06 SCALE: 1-1/2" = 1'-0" L SECTION S-06 SCALE: 1-1/2" = 1'-0" 5 COLUMN BASE S-08 8 S-07 6 S-06 4 S-06 5 S-07 7 S-08 10 S-09 11 S-08 9 L S-06 REPLACE EXISTING SCREEN WALL HORIZONTAL WITH NEW 2-1/2"x2-1/2"x1/4" FRP TUBE (F.V. REQUIRED LENGTH PRIOR TO ORDERING MATERIAL) REPLACE SCREEN WALL KICKER WITH NEW 4"x4"x1/4" FRP TUBE (F.V. REQUIRED LENGTH PRIOR TO ORDERING MATERIAL) INSTALL NEW L4x4x1/4 HORIZONTAL BRACING TO SUPPORT NEW PIPE MOUNTS (TYP. OF 2) INSTALL NEW L4x4x3/8 FRP BRACING BETWEEN NEW COLUMN AND NEW KICKER REPLACE SCREEN WALL COLUMN WITH NEW 4"x4"x1/4" FRP TUBE (F.V. REQUIRED LENGTH PRIOR TO ORDERING MATERIAL) NEW 3/4"Ø FRP THREADED ROD CONNECTION , LENGTH AS REQUIRED (TYP.) NEW 3/4"Ø BOLT CONNECTION , LENGTH AS REQUIRED (TYP.) REPLACE EXISTING SCREEN WALL HORIZONTAL WITH NEW 2-1/2"x2-1/2"x1/4" FRP TUBE (F.V. REQUIRED LENGTH PRIOR TO ORDERING MATERIAL) EXISTING SCREEN WALL KICKER INSTALL NEW L4x4x1/4 HORIZONTAL BRACING TO SUPPORT NEW PIPE MOUNTS (TYP. OF 2) INSTALL NEW L4x4x3/8 FRP BRACING BETWEEN EXISTING COLUMN AND EXISTING KICKER NEW 3/4"Ø FRP THREADED ROD CONNECTION , LENGTH AS REQUIRED (TYP.) NEW 3/4"Ø BOLT CONNECTION , LENGTH AS REQUIRED (TYP.) EXISTING SCREEN WALL COLUMN 4" EQ. EQ. G* 4" EQ. EQ. G* 2" 1/4 ANGLE TO HSS (TYP.) 1/4 ANGLE TO HSS (TYP.) 1/4 1/4 ANGLE TO HSS 1/4 HSS12x4x1/4 FRAME BASE NEW L4x4x1/4 CLIP ANGLE NEW 3/4"Ø END BOLTS, LENGTH AS REQUIRED (TYP.) DRILL 13/16"Ø HOLE FOR NEW END BOLT (TYP.) NEW 4"x4"x1/4" FRP TUBE KICKER HSS12x4x1/4 FRAME BASE NEW L4x4x1/4 CLIP ANGLE NEW 3/4"Ø END BOLTS, LENGTH AS REQUIRED (TYP.) DRILL 13/16"Ø HOLE FOR NEW END BOLT (TYP.) NEW 4"x4"x1/4" FRP TUBE COLUMN L S-06 HSS12x4x1/4 FRAME BASE NEW L4x4x1/4 CLIP ANGLE NEW 3/4"Ø END BOLTS, LENGTH AS REQUIRED (TYP.) DRILL 13/16"Ø HOLE FOR NEW END BOLT (TYP.) NEW COLUMN/ KICKER *SEE WORKABLE ANGLE GAGE ON SHEET N-01 *SEE WORKABLE ANGLE GAGE ON SHEET N-01 TYP. TYP. TYP. TYP. NOTE: ALL FRP THREADED RODS ARE 3/4"Ø AND FIBERBOLTS WITH (2) FIBERGLASS BUTS UNLESS NOTED OTHERWISE. 6'-2"± (F.V.) 6'-2"± (F.V.) 6'-0"± (TYP., F.V.) 1'-7" TYP. J S-06 S-09 15 REPLACE EXISTING SCREEN WALL HORIZONTAL WITH NEW 2-1/2"x2-1/2"x1/4" FRP TUBE (F.V. REQUIRED LENGTH PRIOR TO ORDERING MATERIAL) REPLACE SCREEN WALL COLUMN WITH NEW 4"x4"x1/4" FRP TUBE (F.V. REQUIRED LENGTH PRIOR TO ORDERING MATERIAL) REPLACE SCREEN WALL KICKER WITH NEW 4"x4"x1/4" FRP TUBE (F.V. REQUIRED LENGTH PRIOR TO ORDERING MATERIAL) INSTALL NEW L4x4x1/4 HORIZONTAL BRACING TO SUPPORT NEW PIPE MOUNTS (TYP. OF 2) INSTALL NEW L4x4x3/8 FRP BRACING BETWEEN NEW COLUMN AND NEW KICKER, SEE SECTION J/S-06 INSTALL NEW L4x4x3/8 FRP BRACING BETWEEN EXISTING COLUMN AND EXISTING KICKER, SEE SECTION K/S-06 REPLACE SECTION OF STEEL SCREEN WALL WITH NEW FRP SCREEN WALL, SCREEN WALL TO BE DESIGNED BY OTHERS (F.V. SIZE AND LOCATION), DELIVERY AND INSTALLATION COORDINATED BY CONTRACTOR EXISTING SCREEN WALL COLUMN (TYP.) EXISTING SCREEN WALL KICKER (TYP.) NEW 8'-0" LONG P2 STD PIPE MOUNT (TYP. OF 3) TYP. TYP. TYP. NOTE: ALL FRP THREADED RODS ARE 3/4"Ø AND FIBERBOLTS WITH (2) FIBERGLASS BUTS UNLESS NOTED OTHERWISE. 6'-3"± (F.V.) 6'-2"± (F.V.) 3'-0 25'-2"± (F.V.) EQ. TYP. EQ. TYP. G S-05 N S-07 G* TYP. H S-05 S-09 11 S-08 10 S-09 13 S-09 14 REPLACE EXISTING TOP CHORD OF SCREEN WALL WITH NEW 2-1/2"x2-1/2"x1/4" FRP TUBE (F.V. REQUIRED LENGTH PRIOR TO ORDERING MATERIAL) INSTALL NEW L4x4x1/4 HORIZONTAL BRACING TO SUPPORT NEW PIPE MOUNTS (TYP. OF 2) INSTALL NEW L4x4x1/4 HORIZONTAL BRACING TO SUPPORT NEW PIPE MOUNTS (TYP. OF 2) EXISTING SCREEN WALL KICKER EXISTING SCREEN WALL COLUMN EXISTING SCREEN WALL HORIZONTAL (TYP. OF 3) NEW 3/4"Ø BOLT CONNECTION , LENGTH AS REQUIRED (TYP.) REPLACE EXISTING TOP CHORD OF SCREEN WALL WITH NEW 2-1/2"x2-1/2"x1/4" FRP TUBE (F.V. REQUIRED LENGTH PRIOR TO ORDERING MATERIAL) INSTALL NEW L4x4x3/8 FRP BRACING BETWEEN EXISTING COLUMN AND EXISTING KICKER EXISTING FRP SCREEN WALL HORIZONTAL (TYP. OF 3) NEW 3/4"Ø FRP THREADED ROD CONNECTION , LENGTH AS REQUIRED (TYP.) EXISTING SCREEN WALL COLUMN NEW 3/4"Ø FRP THREADED ROD CONNECTION , LENGTH AS REQUIRED (TYP.) NEW 8'-0" LONG P2 STD PIPE EXISTING FRP BRACING MOUNT (TYP. OF 3) (TYP.) REPLACE EXISTING OF SCREEN WALL HORIZONTALS WITH NEW 2-1/2"x2-1/2"x1/4" FRP TUBE (F.V. REQUIRED LENGTH PRIOR TO ORDERING MATERIAL) REPLACE SCREEN WALL COLUMN WITH NEW 4"x4"x1/4" FRP TUBE (F.V. REQUIRED LENGTH PRIOR TO ORDERING MATERIAL) REPLACE SCREEN WALL KICKER WITH NEW 4"x4"x1/4" FRP TUBE (F.V. REQUIRED LENGTH PRIOR TO ORDERING MATERIAL) INSTALL NEW L4x4x1/4 HORIZONTAL BRACING TO SUPPORT NEW PIPE MOUNTS (TYP. OF 2) INSTALL NEW L4x4x3/8 FRP BRACING BETWEEN NEW COLUMN AND NEW KICKER, SEE SECTION J/S-06 INSTALL NEW L4x4x3/8 FRP BRACING BETWEEN EXISTING COLUMN AND EXISTING KICKER, SEE SECTION K/S-06 *SEE WORKABLE ANGLE GAGE ON SHEET N-01 *SEE WORKABLE ANGLE GAGE ON SHEET N-01 *SEE WORKABLE ANGLE GAGE ON SHEET N-01 S-09 12 TYP. TYP. TYP. TYP. NOTE: ALL FRP THREADED RODS ARE 3/4"Ø AND FIBERBOLTS WITH (2) FIBERGLASS BUTS UNLESS NOTED OTHERWISE. RE-USE OR REPLACE EXISTING DIAGONAL BRACING WITH NEW OF SAME LIKE KIND (TYP.) 5'-9" (F.V.) F.V. 1'-2" (F.V.) 2'-7" (F.V.) 4'-4" (F.V.) 5'-9" (F.V.) 11" 1'-8" (F.V.) 2'-0" (F.V.) 2'-8" (F.V.) 2'-8" (F.V.) 6" (F.V.) 9'-6" (F.V.) 1'-6" 17'-4± (F.V.) 9'-9"± (F.V.) 1 3/16" TYP. F.V. & MATCH EXISTING LOCATION F S-04 E S-04 1'-5" U S-09 G* TYP. G* TYP. G* TYP. S-08 8 S-07 6 S-06 4 S-06 5 S-07 7 S-08 10 S-09 11 S-08 9 REPLACE EXISTING TOP CHORD OF SCREEN WALL WITH NEW 2-1/2"x2-1/2"x1/4" FRP TUBE (F.V. REQUIRED LENGTH PRIOR TO ORDERING MATERIAL) REPLACE SCREEN WALL KICKER WITH NEW 4"x4"x1/4" FRP TUBE (F.V. REQUIRED LENGTH PRIOR TO ORDERING MATERIAL) INSTALL NEW L4x4x1/4 HORIZONTAL BRACING TO SUPPORT NEW PIPE MOUNTS (TYP. OF 2) INSTALL NEW L4x4x3/8 FRP BRACING BETWEEN NEW COLUMN AND NEW KICKER REPLACE SCREEN WALL COLUMN WITH NEW 4"x4"x1/4" FRP TUBE (F.V. REQUIRED LENGTH PRIOR TO ORDERING MATERIAL) EXISTING FRP SCREEN WALL HORIZONTAL (TYP. OF 3) NEW 3/4"Ø FRP THREADED ROD CONNECTION , LENGTH AS REQUIRED (TYP.) NEW 3/4"Ø BOLT CONNECTION , LENGTH AS REQUIRED (TYP.) REPLACE EXISTING TOP CHORD OF SCREEN WALL WITH NEW 2-1/2"x2-1/2"x1/4" FRP TUBE (F.V. REQUIRED LENGTH PRIOR TO ORDERING MATERIAL) EXISTING SCREEN WALL KICKER INSTALL NEW L4x4x1/4 HORIZONTAL BRACING TO SUPPORT NEW PIPE MOUNTS (TYP. OF 2) INSTALL NEW L4x4x3/8 FRP BRACING BETWEEN EXISTING COLUMN AND EXISTING KICKER EXISTING FRP SCREEN WALL HORIZONTAL (TYP. OF 3) NEW 3/4"Ø FRP THREADED ROD CONNECTION , LENGTH AS REQUIRED (TYP.) NEW 3/4"Ø BOLT CONNECTION , LENGTH AS REQUIRED (TYP.) EXISTING SCREEN WALL COLUMN REPLACE EXISTING TOP CHORD OF SCREEN WALL WITH NEW 2-1/2"x2-1/2"x1/4" FRP TUBE (F.V. REQUIRED LENGTH PRIOR TO ORDERING MATERIAL) INSTALL NEW L4x4x1/4 HORIZONTAL BRACING TO SUPPORT NEW PIPE MOUNTS (TYP. OF 2) INSTALL NEW L4x4x3/8 FRP BRACING BETWEEN EXISTING COLUMN AND EXISTING KICKER, SEE SECTION F/S-04 EXISTING SCREEN WALL KICKER EXISTING SCREEN WALL COLUMN *SEE WORKABLE ANGLE GAGE ON SHEET N-01 S-09 15 TYP. TYP. TYP. TYP. NOTE: ALL FRP THREADED RODS ARE 3/4"Ø AND FIBERBOLTS WITH (2) FIBERGLASS BUTS UNLESS NOTED OTHERWISE. REMOVE ALL STEEL AND EQUIPMENT IN FRONT OF THE ANTENNA POSITION 18'-6"± (TYP., F.V.) 6'-2"± (F.V.) 6'-2"± (F.V.) 6'-2"± (F.V.) 6'-2"± (F.V.) 6'-2"± (F.V.) 6'-2"± (F.V.) D S-03 C S-03 N S-07 G* TYP. 1'-7" TYP. S-09 15 REPLACE EXISTING TOP CHORD OF SCREEN WALL WITH NEW 2-1/2"x2-1/2"x1/4" FRP TUBE (F.V. REQUIRED LENGTH PRIOR TO ORDERING MATERIAL) REPLACE SCREEN WALL COLUMN WITH NEW 4"x4"x1/4" FRP TUBE (F.V. REQUIRED LENGTH PRIOR TO ORDERING MATERIAL) REPLACE SCREEN WALL KICKER WITH NEW 4"x4"x1/4" FRP TUBE (F.V. REQUIRED LENGTH PRIOR TO ORDERING MATERIAL) INSTALL NEW L4x4x1/4 HORIZONTAL BRACING TO SUPPORT NEW PIPE MOUNTS (TYP. OF 2) INSTALL NEW L4x4x3/8 FRP BRACING BETWEEN NEW COLUMN AND NEW KICKER, SEE SECTION C/S-03 INSTALL NEW L4x4x3/8 FRP BRACING BETWEEN EXISTING COLUMN AND EXISTING KICKER, SEE SECTION D/S-03 REPLACE EXISTING TOP CHORD OF SCREEN WALL WITH NEW 2-1/2"x2-1/2"x1/4" FRP TUBE (F.V. REQUIRED LENGTH PRIOR TO ORDERING MATERIAL) REPLACE SCREEN WALL COLUMN WITH NEW 4"x4"x1/4" FRP TUBE (F.V. REQUIRED LENGTH PRIOR TO ORDERING MATERIAL) REPLACE SCREEN WALL KICKER WITH NEW 4"x4"x1/4" FRP TUBE (F.V. REQUIRED LENGTH PRIOR TO ORDERING MATERIAL) INSTALL NEW L4x4x1/4 HORIZONTAL BRACING TO SUPPORT NEW PIPE MOUNTS (TYP. OF 2) INSTALL NEW L4x4x3/8 FRP BRACING BETWEEN NEW COLUMN AND NEW KICKER, SEE SECTION C/S-03 INSTALL NEW L4x4x3/8 FRP BRACING BETWEEN EXISTING COLUMN AND EXISTING KICKER, SEE SECTION D/S-03 REPLACE SECTION OF STEEL SCREEN WALL WITH NEW FRP SCREEN WALL, SCREEN WALL TO BE DESIGNED BY OTHERS (F.V. SIZE AND LOCATION), DELIVERY AND INSTALLATION COORDINATED BY CONTRACTOR EXISTING SCREEN WALL COLUMN (TYP.) EXISTING SCREEN WALL KICKER (TYP.) NEW 8'-0" LONG P2 STD PIPE MOUNT (TYP. OF 3) *SEE WORKABLE ANGLE GAGE ON SHEET N-01 TYP. TYP. TYP. TYP. NOTE: ALL FRP THREADED RODS ARE 3/4"Ø AND FIBERBOLTS WITH (2) FIBERGLASS BUTS UNLESS NOTED OTHERWISE. INSTALL NEW ANGLE MOUNTING FRAME BETWEEN KICKERS. PIPE MOUNTS (3) P2 STD (3) P2 STD REPLACE EXISTING PIPE MOUNTS WITH NEW. KICKERS VARIES (3) 4"x4"x1/4 FRP TUBE REPLACE EXISTING STEEL KICKERS WITH NEW FRP MEMBER. BETA MOUNTING FRAME 53'-0"± - L4x4x1/4 2/S-03 INSTALL NEW ANGLE MOUNTING FRAME BETWEEN KICKER AND SCREEN WALL. BRACING - L4x4x3/8 FRP INSTALL NEW FRP BRACING BETWEEN COLUMNS AND KICKERS. TOP CHORD HSS2-1/2x2-1/2x1/4 2-1/2"x2-1/2"x1/4" FRP TUBE REPLACE EXISTING STEEL TOP CHORD WITH NEW FRP MEMBER. EQUIPMENT - - RELOCATE ALL EXISTING STEEL AND EQUIPMENT IN FRONT OF ANTENNA TO NEW FRAME. PIPE MOUNT (1) P2 STD (1) P2 STD REPLACE EXISTING PIPE MOUNTS WITH NEW. GAMMA SCREEN WALL 53'-0"± STEEL SCREEN WALL FRP SCREEN WALL PANEL 3/S-04 REPLACE STEEL SCREEN WALL WITH NEW FRP MATERIALS. BRACING - L4x4x3/8 FRP INSTALL NEW FRP BRACING BETWEEN COLUMNS AND KICKERS. HORIZONTALS (4) HSS2-1/2x2-1/2x1/4 (4) 2-1/2"x2-1/2"x1/4" FRP TUBE REPLACE EXISTING STEEL HORIZONTALS WITH NEW FRP MEMBERS. COLUMNS VARIES (3) 4"x4"x1/4 FRP TUBE REPLACE EXISTING STEEL COLUMN WITH NEW FRP MEMBERS. MOUNTING FRAME - L4x4x1/4 INSTALL NEW ANGLE MOUNTING FRAME BETWEEN KICKERS. PIPE MOUNTS (3) P2 STD (3) P2 STD REPLACE EXISTING PIPE MOUNTS WITH NEW. EQUIPMENT - - ABANDON EXISTING GAMMA MOUNTS AND RELOCATE EXISTING EQUIPMENT TO NEW FRAME. KICKERS VARIES (3) 4"x4"x1/4 FRP TUBE REPLACE EXISTING STEEL KICKERS WITH NEW FRP MEMBERS. S-03 2 S-02 1 S-04 3 N.T.S. ROOFTOP PLAN NORTH NEW GAMMA SECTOR ALPHA SECTOR BETA SECTOR EXISTING EQUIPMENT SHELTER EXISTING PENTHOUSE EXISTING EQUIPMENT PLATFORM EXISTING EQUIPMENT PLATFORM EXISTING EQUIPMENT PLATFORM EXISTING EQUIPMENT PLATFORM EXISTING ROOFTOP REPLACE EXISTING SCREEN WALL SUPPORTS AND SECTION OF SCREEN WALL, SEE DETAIL 1/S-02 REPLACE EXISTING SCREEN WALL TOP CHORD AND RELOCATE EQUIPMENT TO NEW HORIZONTAL FRAMING, SEE DETAIL 2/S-03 REPLACE EXISTING SCREEN WALL SUPPORTS AND SECTION OF SCREEN WALL, SEE DETAIL 3/S-04 RELOCATE ALL EXISTING GAMMA EQUIPMENT TO NEW EQUIPMENT FRAME, SEE DETAIL 3/S-04 NOTE: 1. ALL MATERIAL REMOVED FROM THE TOWER SHALL BE DISPOSED OF BY THE CONTRACTOR OFF SITE. 2. CONTRACTOR SHALL TEMPORALITY SUPPORT EXISTING EQUIPMENT DURING INSTALLATION OF NEW MODIFICATIONS. 3. 2. ANY SUBSTITUTION OF PARTS SPECIFIED IN THIS DESIGN PACKAGE SHALL REQUIRE ENGINEER APPROVAL PRIOR TO FABRICATION. UV INHIBITOR TO PREVENT MOISTURE INFILTRATION. 8. ALL FIELD CUT AND DRILLED EDGES, HOLES, AND ABRASIONS SHALL BE SEALED WITH A CATALYZED RESIN COMPATIBLE WITH THE ORIGINAL RESIN AS RECOMMENDED BY THE MANUFACTURER OF THE FRP COMPONENT. THE SEALING RESIN SHALL CONTAIN A UV INHIBITOR. 9. COATINGS SHALL BE OF A TEXTURE AND COLOR TO MATCH NEARBY EXISTING SURFACES. PAINTED COATING SHALL BE A TWO-COMPONENT UV STABILIZED URETHANE COATING COMPATIBLE WITH THE FRP COMPONENTS IN THE VISION SCREEN. PAINTING AND COLOR REQUIREMENTS SHALL BE CONFIRMED WITH THE OWNER. 10. MATERIAL PROPERTIES LENGTH WISE (LW) AND CROSSWISE (CW) OF THE FRP COMPONENTS SHALL BE EQUAL TO OR GREATER THAN THE FOLLOWING: 11. ALL FRP MEMBERS SHALL BE STRONGWELL. PROPERTY SERIES 500/525 MECHANICAL TENSILE STRESS, LW 30,0000 TENSILE STRESS, CW 7,000 TENSILE MODULUS, LW 2.5 TENSILE MODULUS, CW 0.8 COMPRESSIVE STREE, LW 30,000 COMPRESSIVE STREE, CW 15,000 COMPRESSIVE MODULUS, LW 2.5 COMPRESSIVE STREE, CW 0.8 FLEXURAL STRESS, LW 30,000 FLEXURAL STRESS, CW 10,000 FLEXURAL MODULES, LW 1.6 FLEXURAL MODULES, CW 0.8 MODULUS OF ELASTICITY, LW 2.6 MODULUS OF ELASTICITY, LW 2.5 (W AND I SHAPES > 4") SHEAR MODULUS, LW 0.425 SHORT BEAM SHEAR, LW 4,500 ULTIMATE BEARING STREE, LW 30,000 POISSON'S RATIO, LW 0.33 NOTCHED IZOD IMPACT, LW 25 NOTCHED IZOD IMPACT, CW 4 1 2 2 3 4 8 7 8 8 LIMITED TO, THOSE LISTED IN SECTION 312.1 (IBC SECTION 1704.2, EXCEPTION 2). CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING IF ANY SPECIAL INSPECTIONS ARE REQUIRED BY THE JURISDICTION HAVING AUTHORITY. IF REQUIRED BY THE JURISDICTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION AND SCHEDULING OF THE SPECIAL INSPECTIONS WITH THE ENGINEER OF RECORD. IN THOSE CASES, SPECIAL INSPECTIONS MUST BE COMPLETED PRIOR TO FINAL INSPECTION APPROVAL. 7. INSTALLATION OF THE PROPOSED LOADING IS BY OTHERS AND IS BEYOND THE SCOPE OF THESE DRAWINGS. 8. ALL CONTRACTORS AND LOWER TIER CONTRACTORS MUST ACKNOWLEDGE IN WRITING TO THE OWNER AND GPD THAT THEY HAVE OBTAINED, UNDERSTAND, AND WILL FOLLOW THE OWNER STANDARDS OF PRACTICE, CONSTRUCTION GUIDELINES, ALL SITE AND TOWER SAFETY PROCEDURES, ALL PRODUCT LIMITATIONS AND INSTALLATION PROCEDURES USED ON SITE, AND PROPOSED MODIFICATIONS DESCRIBED. RECEIPT OF ACKNOWLEDGMENT MUST OCCUR PRIOR TO BEGINNING CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE THIS DOCUMENTATION FOR THE OWNER AND GPD ON COMPANY LETTERHEAD AND IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO OBTAIN THIS DOCUMENTATION FROM LOWER TIER SUBCONTRACTORS (ON SUBCONTRACTOR LETTERHEAD) AND DELIVER IT TO THE OWNER AND GPD. 9. STRUCTURAL MODIFICATION WORK SPECIFIED ON THESE PLANS SHALL BE ACCOMPLISHED BY KNOWLEDGEABLE WORKMEN WITH CONSTRUCTION EXPERIENCE. THE CONTRACTOR SHALL SUBMIT CERTIFICATIONS TO THE OWNER AND ENGINEER. 10. CONTRACTOR SHALL PERFORM ALL WORK IN SUCH A MANNER AS TO PROTECT THE EXISTING AND ADJACENT STRUCTURES AND SHALL BE RESPONSIBLE TO PROPERLY REPAIR ANY DAMAGE THAT OCCURS AS A RESULT OF THE WORK. 11. CEASE OPERATIONS AND NOTIFY OWNER AND ENGINEER IMMEDIATELY IF THE SAFETY OR INTEGRITY OF THE STRUCTURE APPEARS TO BE ENDANGERED. PROPERLY BRACE AND SUPPORT STRUCTURE BEFORE RESUMING OPERATIONS. 12. DO NOT CUT OR ALTER ANY STRUCTURAL MEMBERS WITHOUT WRITTEN AUTHORIZATION OF THE ENGINEER UNLESS INDICATED ON THE STRUCTURAL DRAWINGS. 13. THESE DRAWINGS DO NOT INDICATE THE METHOD OF CONSTRUCTION. ANY TECHNIQUES OR PROCEDURES IMPLIED BY THESE DRAWINGS ARE SCHEMATIC IN NATURE AND ARE SUGGESTIONS ONLY. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION METHODS, MEANS, TECHNIQUES, SEQUENCES, AND PROCEDURES. 14. THE CONTRACTOR AND ALL SUB-CONTRACTORS SHALL BE RESPONSIBLE FOR THE SAFETY OF THEIR WORK FORCE, THE WORK AREA, ADJACENT AREA, AND ANY PROPERTY OCCUPANTS WHO MAY BE AFFECTED BY THE WORK UNDER CONTRACT. THE CONTRACTOR SHALL REVIEW AND ABIDE BY ALL OWNER, PRIME CONTRACTOR, CARRIER, OSHA, AND LOCAL SAFETY GUIDELINES. ALL WORKERS SHALL UTILIZE APPROPRIATE FALL PROTECTION AND SAFETY EQUIPMENT THAT IS UP-TO-DATE AND INSPECTED PER OSHA AND INDUSTRY GUIDELINES. ALL WORKERS SHALL BE TRAINED AND MONITORED TO ENSURE SAFE WORKING PRACTICES ARE MAINTAINED. 15. CONTRACTOR IS RESPONSIBLE FOR TEMPORARILY REMOVING ALL COAX, T-BRACKETS, ANTENNA MOUNTS, AND ANY OTHER APPURTENANCE THAT MAY INTERFERE WITH THE MODIFICATIONS. ALL APPURTENANCES MUST BE REPLACED AND/OR RESTORED TO ITS ORIGINAL LOCATION. SOME ATTACHMENTS MAY REQUIRE CUSTOM MODIFICATIONS TO PROPERLY FIT THE MODIFIED REGION OF THE STRUCTURE. THESE CUSTOMIZATIONS ARE DESIGNED BY OTHERS AND MUST BE APPROVED BY THE ENGINEER PRIOR TO REMOVING SUCH ATTACHMENTS. ANY CARRIER DOWNTIME MUST BE COORDINATED WITH THE OWNER IN WRITING. 16. CONTRACTOR SHALL ONLY WORK WITHIN THE LIMITS OF THE OWNER'S PROPERTY OR LEASE AREA AND APPROVED EASEMENTS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY WORK IS WITHIN THESE BOUNDARIES. CONTRACTOR SHALL EMPLOY A SURVEYOR AS REQUIRED. ANY WORK OUTSIDE THESE BOUNDARIES SHALL BE APPROVED IN WRITING BY THE LAND OWNER PRIOR TO MOBILIZATION. CONSTRUCTION STAKING AND BOUNDARY MARKING IS THE RESPONSIBILITY OF THE CONTRACTOR. 17. THE STRUCTURAL INTEGRITY OF THIS DESIGN EXTENDS TO THE COMPLETE CONDITION ONLY. THE CONTRACTOR MUST BE COGNIZANT THAT THE REMOVAL OF ANY STRUCTURAL COMPONENT HAS THE POTENTIAL TO CAUSE THE PARTIAL OR COMPLETE COLLAPSE OF THE STRUCTURE. ALL NECESSARY PRECAUTIONS MUST BE TAKEN TO ENSURE THE STRUCTURAL INTEGRITY, INCLUDING, BUT NOT LIMITED TO, ENGINEERING ASSESSMENT OF CONSTRUCTION STRESSES WITH INSTALLATION MAXIMUM WIND SPEED AND/OR TEMPORARY BRACING AND SHORING. 18. CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY LOCAL SHORING, TEMPORARY GLOBAL SHORING, AND ALL SHORING OF SURROUNDING BUILDINGS, PADS, AND OTHER OUTDOOR SITE OBSTRUCTIONS. ALL SHORING, TEMPORARY BRACING, AND TEMPORARY SUPPORTS ARE THE RESPONSIBILITY OF THE CONTRACTOR. 19. FAA/FCC FILING AND LIGHTING MAY BE REQUIRED. ALL GOVERNMENTAL REGULATORY DETERMINATIONS AND FILINGS BY OTHERS, NOT GPD. 20. CONTRACTOR SHALL TAKE NECESSARY ACTIONS TO PROVIDE SAFE WORKING CONDITIONS INCLUDING, BUT NOT LIMITED TO, HAVING ANY FM SIGNALS TURNED OFF. CONTRACTOR SHALL HAVE PROPER RADMAN FOR NOTIFICATION OF EXCESSIVE RF EXPOSURE FOR ALL INDIVIDUALS WORKING ON SITE IF FM ANTENNAS ARE PRESENT. CONTRACTOR SHALL BE AWARE OF RF WARNING SIGNS AND TAKE PROPER PRECAUTIONS. 21. ALL MANUFACTURERS HARDWARE AND ASSEMBLY INSTRUCTIONS SHALL BE FOLLOWED EXACTLY. DEVIATION FROM THE INSTRUCTIONS IS UNACCEPTABLE AND REQUIRES WRITTEN APPROVAL FROM ENGINEER. 22. DO NOT SCALE DRAWINGS. 23. ROOFTOP ACCESS, CLIMBING FACILITIES, SAFETY CLIMB AND ALL ASSOCIATED HARDWARE SHALL NOT BE IMPEDED OR MODIFIED WITHOUT THE WRITTEN CONSENT OF GPD. 24. ANY WORK PERFORMED WITHOUT A PREFABRICATION MAPPING IS DONE AT THE RISK OF THE GC AND/OR FABRICATOR. 25. IMPROPER FIT-UP OF NEW BOLTED HARDWARE DUE TO OVERSIZED , DOUBLE-PUNCHED, OR SLOTTED HOLES FOUND ON THE EXISTING STRUCTURE SHALL BE REPORTED TO GPD AND THE TOWER OWNER IMMEDIATELY. INSTALLATION OF SUCH HARDWARE WILL NOT BE ACCEPTABLE AND ALL COSTS ASSOCIATED WITH REMEDYING THE INSTALLATION WILL BE THE RESPONSIBILITY OF THE GC. STRUCTURAL STEEL NOTES 1. ALL NEW STEEL SHALL BE HOT-DIPPED GALVANIZED PER ASTM A123, ASTM A153/A153M, OR ASTM A653 G90, AS APPLICABLE FOR FULL WEATHER PROTECTION. FOR HIGH STRENGTH STEEL FASTENERS WHERE HOT-DIPPED GALVANIZING IS NOT PERMITTED MAGNI 565 COATING (OR ENGINEER APPROVED EQUIVALENT) SHALL BE USED. IN ADDITION ALL NEW STEEL SHALL BE PAINTED TO MATCH EXISTING STEEL AND/OR BUILDING MATERIAL. CONTRACTOR SHALL OBTAIN WRITTEN PERMISSION TO PROTECT STEEL BY ANY OTHER MEANS. 2. ALL EXPOSED STRUCTURAL STEEL AS THE RESULT OF THIS SCOPE OF WORK INCLUDING, BUT NOT LIMITED TO, DAMAGED MEMBERS, FIELD WELDS, FIELD CUT MEMBERS, FIELD DRILLED HOLES, AND SHAFT INTERIORS (WHERE APPLICABLE), SHALL BE SOLVENT CLEANED AND HAVE TWO (2) COATS OF BRUSHED ON ZRC ZINC RICH COLD GALVANIZING PAINT APPLIED AND SHALL BE PAINTED TO MATCH THE TOWER FINISH (WHERE APPLICABLE). PHOTO DOCUMENTATION IS REQUIRED TO BE SUBMITTED TO THE MODIFICATION INSPECTOR. 3. ALL STRUCTURAL STEEL SHALL CONFORM TO THE LISTED REQUIREMENTS U.N.O. IN THESE DRAWINGS: · STEEL ANGLE: ASTM A36 (Fy=36 KSI) · SOLID ROUND: ASTM A36 (FY=36 KSI) · PIPE (ROUND): ASTM A53 GRADE B (Fy=35 KSI) · HSS TUBE (ROUND): ASTM A500 GRADE C (Fy=46 KSI) · HSS TUBE (SQUARE): ASTM A500 GRADE C (Fy=50 KSI) · W-SHAPES: ASTM A992 (Fy=50 KSI) · CHANNELS: ASTM A36 (Fy=36 KSI) · PLATE: ASTM A572 GRADE 50 (Fy=50KSI) · ANCHOR RODS: ASTM A193 GRADE B7 · BOLTS: ASTM A325 TYPE 1 · U-BOLTS: ASTM A307 GRADE A · NUTS: ASTM A563 GRADE DH · NUTS (ANCHOR RODS): ASTM A194 GRADE 2H · WASHERS (AS REQUIRED): ASTM F436 TYPE 1 · LOCKING DEVICES: PAL-NUT OR SPLIT WASHER · WELDING ELECTRODES, SMAW: E70XX · WELDING ELECTRODES, FCAW: E7XT-XX 4. ALL BOLT ASSEMBLIES FOR STRUCTURAL MEMBERS REPRESENTED IN THIS DRAWING REQUIRE LOCKING DEVICES TO BE INSTALLED. 5. ALL BOLTS, INCLUDING U-BOLTS, SHALL BE TIGHTENED IN ACCORDANCE WITH AISC "SNUG TIGHT" REQUIREMENTS, U.N.O. 6. ALL U-BOLTS SPECIFIED SHALL MEET THE REQUIREMENTS OF ASME B18.31.5-2011 BENT BOLTS. 7. ALL NEW BOLT ASSEMBLIES SHALL BE OF SUFFICIENT LENGTH TO ENSURE THE END OF THE BOLT IS FLUSH WITH, OR PROTRUDES BEYOND, THE FACE OF THE NUT AFTER TIGHTENING IS COMPLETE. 8. STRUCTURAL STEEL SHOP DRAWINGS SHALL BE PROVIDED TO ENGINEER FOR REVIEW PRIOR TO FABRICATION. 9. UNLESS NOTED OTHERWISE, ALL NEW MEMBERS SHALL MAINTAIN THE EXISTING MEMBER WORK LINES AND NOT INTRODUCE ECCENTRICITIES INTO THE STRUCTURE. 10. WELDING OF ANY KIND IS NOT PERMITTED ON SITE UNLESS SPECIFIED WITHIN THESE DRAWINGS. OXY FUEL GAS WELDING OR BRAZING IS STRICTLY PROHIBITED. SPECIFICALLY, NO TORCH CUTTING OR OPEN FLAME IS PERMITTED ON SITE. ALL HOLES SHALL BE CUT WITH A GRINDER. ROOFING NOTES 1. THE SUBCONTRACTOR SHALL REPAIR ALL EXISTING FLOOR, ROOF, CEILING, AND WALL SURFACES AND FINISHING DISTURBED DURING CONSTRUCTION. ALL EXTERIOR FINISHES ARE REQUIRED TO RESULT IN A SMOOTH FINISH TO MATCH THE EXISTING CONDITIONS TO THE SATISFACTION OF THE OWNER. 2. PENETRATION OF THE ROOF MEMBRANE IS PROHIBITED EXCEPT WHERE DESIGNED AND WITH THE APPROVAL OF THE BUILDING OWNER OR MANAGEMENT. COORDINATE MEMBRANE REPLACEMENT AND/OR REPAIR WITH THE OWNER'S ROOFING CONSULTANT TO MAINTAIN EXISTING WARRANTY. 3. ROOFTOP HAS A SLIGHT SLOPE TOWARDS EXISTING ROOF DRAINS. ALL EXISTING ROOF DRAINS & ROOF DRAINING PATTERNS SHALL NOT BE OBSTRUCTED OR DISTURBED (VERIFY IN FIELD). ANTENNA FRAMES AND STRUCTURE SHALL BE PLUMB & LEVEL (SHIM AS REQUIRED). ALLOWABLE ANGLE COPE L 1.5xL MAX. BOLT HOLE DO NOT COPE BEYOND THIS LINE COPED ANGLE COPED ANGLE LEG 4 WORKABLE GAGES 3-1/2 3 2-1/2 2 1-3/4 G 2-1/2 2 1-3/4 1-3/8 1-1/8 1 "G" -DIMENSIONS GIVEN IN INCHES -MATCH EXISTING WHEN APPLICABLE -DIMENSIONS GIVEN IN INCHES BOLT DIAMETER STANDARD HOLE BOLT SCHEDULE 9/16 11/16 13/16 1/2 3/4 1-1/8 15/16 SHORT SLOT 9/16x11/16 11/16x7/8 13/16x1 1-1/8x1-5/16 15/16x1-1/8 MIN. EDGE DISTANCE 5/8 7/8 1 C-C SPACING 7/8 1-1/8 1-1/4 1-3/4 1-1/2 1-1/2 1-7/8 2-1/4 3 2-5/8 -SHORT SLOT HOLES SHALL ONLY BE USED WHEN DEPICTED ON THE PLANS 5 3 HEAVY HEX NUT LOCK WASHER NEW/EXISTING CONNECTED MEMBERS STRUCTURAL BOLT TYPICAL BOLT ASSEMBLY C-C SPACING MIN. EDGE DISTANCE TYPICAL STITCH WASHER F.V. MATCH ANGLE HEIGHT MATCH ANGLE HEIGHT BOLTING DETAILS 6 3-1/2 1. ALL DIMENSIONS REPRESENTED IN THESE TABLES ARE AISC MINIMUM REQUIREMENTS. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS IN FIELD AND NOTIFY ENGINEER IF DISTANCES ARE LESS THAN THOSE PROVIDED. 2. THE DIMENSIONS PROVIDED ARE MINIMUM REQUIREMENTS. ACTUAL DIMENSIONS OF PROPOSED MEMBERS WITHIN THESE DRAWINGS MAY VARY FROM THE AISC MINIMUM REQUIREMENTS. 3. AS AN ALTERNATIVE TO USING A LOCK WASHER PAL-NUTS CAN BE INSTALLED ABOVE THE HEX NUT. ALL BOLTS MUST HAVE LOCKING DEVICES INSTALLED AS PART OF THE ASSEMBLY. 4. ADDITIONAL HARDENED FLAT WASHERS MAY BE REQUIRED IN CASES WHERE OVERSIZED OR SLOTTED HOLES ARE PRESENT. EXISTING CONDITIONS SHALL BE APPROVED BY THE EOR. WELD NOTES 1. ALL WELDING SHALL BE DONE IN ACCORDANCE WITH AWS D1.1/D1.1M, "STRUCTURAL WELDING CODE-STEEL". 2. CONTRACTOR IS RESPONSIBLE FOR COMMISSIONING A THIRD PARTY CERTIFIED WELD INSPECTOR (CWI) THROUGHOUT THE ENTIRETY OF THE PROJECT. A PASSING CWI REPORT SHALL BE PROVIDED TO THE MODIFICATION INPECTOR UPON COMPLETION OF THE PROJECT. 3. WELDING CERTIFICATES MUST BE PROVIDED TO CWI AND GPD PRIOR TO WELDING CONTRACTOR BEGINNING WORK ON SITE. CERTIFICATE WILL BE ASKED FOR AS PART OF INSPECTION PROCESS. ALL WELDING SHOULD BE PERFORMED BY AN AWS QUALIFIED WELDER WHO HAS EXPERIENCE WITH GALVANIZED SURFACES AND IN ACCORDANCE WITH ANSI/AWS D1.1 AND ANSI Z 49.1. 4. INSTALL 3000° (NFPA 701) FIRE BLANKET AROUND ALL COAX AT AND BELOW EACH WELDING PROCEDURE AND ELEVATION. COAX IS FLAMMABLE AND CAN CATCH FIRE IF PROPER PRECAUTIONS ARE NOT MADE TO SHIELD COAX FROM ALL WELDING PROCEDURES. IN ADDITION, COAX SHALL BE PUSHED AWAY FROM THE STRUCTURE WHERE WELDING IS BEING PERFORMED. 5. CONTRACTOR SHALL EXERCISE CAUTION WHEN WELDING ON A GALVANIZED SURFACE. ADDITIONAL SPLATTER AND SPARKS SHALL BE ANTICIPATED GIVEN THE PREVIOUSLY GALV. SURFACE. IF THE WELD MATERIAL IS CONTAMINATED WITH ZINC IT DOES NOT PROVIDE A STRUCTURAL WELD. FUMES CREATED FROM WELDING ON A PREVIOUSLY GALV. SURFACE CAN BE HAZARDOUS. PRIOR TO WELDING, ALL SURFACES SHALL BE PROPERLY GROUND TO REMOVE GALVANIZING, SCALE, SLAG, RUST OR ANY OTHER MATERIAL TO PREVENT PROPER WELDING. 6. ALL FIELD WELDS SHALL BE TOUCHED UP WITH TWO COATS OF COLD GALVANIZING PAINT (ZRC OR APPROVED EQUIVALENT), INCLUDING THE INTERIOR OF MONOPOLE SHAFTS, WHERE ACCESS PERMITS, IN ANY AREAS AFFECTED BY ANY WELDING. PHOTO DOCUMENTATION IS REQUIRED TO BE SUBMITTED TO THE MODIFICATION INSPECTOR. 7. WATER SHALL BE ON SITE, OF ADEQUATE AMOUNT, AND AVAILABLE AT SHORT NOTICE AT ALL TIMES DURING WELDING ACTIVITY. A MINIMUM OF 500 GAL. OF WATER SHALL BE PROVIDED. WATER SHALL BE CAPABLE OF REACHING HEIGHT WHERE WELDING IS BEING PERFORMED. IN ADDITION, A MINIMUM OF SIX (6) 10 LB. CLASS ABC MULTIPURPOSE FIRE EXTINGUISHERS FULLY CHARGED AND CAPABLE OF DISCHARGE WITHIN 30 SECONDS OF DETECTING A FIRE SHALL BE PROVIDED. FIRE EXTINGUISHERS SHALL BE STRATEGICALLY LOCATED AROUND COMPOUND AND IN THE AIR (I.E. ON THE MAN LIFT WHERE WELDING IS BEING PERFORMED). 8. CLEAN OUT ALL DEBRIS TIN THE VICINITY OF WELDING OPERATIONS PRIOR TO WELDING. 9. THE CONTRACTOR SHALL TAKE COOLING EFFECTS OF THE WELDED MATERIAL INTO CONSIDERATION (I.E. EXPANSION OF HOT MATERIAL AND CONTRACTION OF COOLED MATERIAL). NA PRE-POUR REBAR INSPECTIONS A 3 RD PARTY VISUAL OBSERVATION OF THE EXCAVATION AND REBAR SHALL BE PERFORMED BEFORE PLACING THE CONCRETE. A WRITTEN REPORT SHALL BE PROVIDED TO THE MI INSPECTOR FOR INCLUSION IN THE MI REPORT. NA POST-INSTALLED REBAR AND/OR DOWEL INSPECTIONS PHOTOGRAPHIC DOCUMENTATION OF DRILL HOLE SIZES AND DEPTHS SHALL BE RECORDED BEFORE SETTING THE POST INSTALLED REBAR AND DOWELS WITH EPOXY/GROUT. NA CONCRETE COMP. STRENGTH & SLUMP TEST THE CONCRETE MIX DESIGN, SLUMP TEST, AND COMPRESSIVE STRENGTH TESTS SHALL BE PROVIDED AS PART OF THE MI REPORT. NA EARTHWORK: LIFT & DENSITY REPORT REPORT DETAILING SOIL COMPACTION TEST RESULTS TO BE INCLUDED IN THE MI REPORT. NA MICROPILE/ROCK ANCHOR MICROPILES AND ROCK ANCHORS SHALL BE INSPECTED BY A 3RD PARTY. INSPECTION SHALL VERIFY ANCHOR SIZE, STEEL GRADE, AND HOLE DEPTHS. PHOTOGRAPHIC DOCUMENTATION OF ALL MEASUREMENTS ALONG WITH THE PULL TEST RESULTS SHALL BE INCLUDED IN THE MI REPORT. NA HELICAL ANCHOR HELICAL INSTALLER SHALL SUBMIT FINAL SEALED HELICALS DESIGN, TORQUE LOGS, AND FINAL LOAD TEST RESULTS TO BE INCLUDED IN THE MODIFICATION INSPECTION REPORT. NA POST-INSTALLED ANCHOR ROD VERIFICATION POST INSTALLED ANCHOR ROD VERIFICATION SHALL BE PERFORMED AND SHALL INCLUDE PHOTO VERIFICATION OF HOLE DEPTH, HOLE CLEANOUT AND ROUGHENING, AND EPOXY LABELING. REPORT SHALL BE PROVIDED TO THE MI INSPECTOR FOR INCLUSION IN THE MI REPORT. X 3RD PARTY FIELD CERTIFIED WELD INSPECTION A CWI SHALL CONDUCT A VISUAL INSPECTION OF ALL FIELD WELDS IN ACCORDANCE WITH AWS D1.1. CRITICAL WELDS THAT REQUIRE ADDITIONAL TESTING ARE NOTED IN THE MODIFICATION DRAWINGS. X ON-SITE COLD GALVANIZING VERIFICATION THE GENERAL CONTRACTOR SHALL PROVIDE WRITTEN AND PHOTOGRAPHIC DOCUMENTATION TO THE MI INSPECTOR VERIFYING THAT ANY ON-SITE COLD GALVANIZING WAS APPLIED PER MANUFACTURER SPECIFICATIONS. NA TENSION TWIST & PLUMB DELIVERABLES THE GENERAL CONTRACTOR SHALL PROVIDE WRITTEN AND PHOTOGRAPHIC DOCUMENTATION TO THE MI INSPECTOR VERIFYING THE STRUCTURE TWIST AND PLUMB CONDITION AS WELL AS THE WIRE TENSIONS (AS REQUIRED). REPORT SHALL INCLUDE PRE-TENSION, PLUMB & TWIST RESULTS, POST-TENSION REPORT, POST PLUMB AND TWIST REPORT, AND PHOTOS OF THE TENSION GAUGES FOR ALL GUY WIRES. X GC AS-BUILT DRAWINGS THE GENERAL CONTRACTOR SHALL SUBMIT A LEGIBLE COPY OF THE ORIGINAL DESIGN DRAWINGS EITHER STATING "INSTALLED AS DESIGNED" OR NOTING ANY CHANGES THAT WERE REQUIRED AND APPROVED BY THE ENGINEER OF RECORD. EOR/RFI FORMS APPROVING ALL CHANGES SHALL BE SUBMITTED. NA BOLT PRE-TENSION VERIFICATION TURN-OF-THE NUT METHOD IS THE DEFAULT METHOD FOR PRE-TENSIONING BOLTS. MATCH-MARKINGS SHALL BE PRESENT ON EACH FASTENER FOR INSPECTION PURPOSES AND SHALL BE APPLIED IN ACCORDANCE WITH THE REQUIREMENTS OF THE RCSC SPECIFICATION. ALTERNATIVE PRE-TENSIONING METHODS ARE NOT ALLOWED WITHOUT PRIOR EOR CONSENT. POST-CONSTRUCTION X CONSTRUCTION COMPLIANCE LETTER A LETTER FROM THE GENERAL CONTRACTOR STATING THAT THE WORKMANSHIP WAS PERFORMED IN ACCORDANCE WITH INDUSTRY STANDARDS AND THESE MODIFICATION DRAWINGS, INCLUDING LISTING ADDITIONAL PARTIES TO THE MODIFICATION PROCESS. NA POST-INSTALLED ANCHOR ROD PULL TESTS POST-INSTALLED ANCHOR RODS SHALL BE TESTED BY A PULL TEST INSPECTOR AND A REPORT SHALL BE PROVIDED INDICATING TESTING RESULTS. X PHOTOGRAPHS PHOTOGRAPHS SHALL BE SUBMITTED TO THE MI INSPECTOR. PHOTOS SHALL DOCUMENT ALL PHASES OF THE CONSTRUCTION. THE PHOTOS SHALL BE ORGANIZED IN A MANNER THAT EASILY IDENTIFIES THE EXACT LOCATION OF THE PHOTO. NA FOUNDATION SEALER PHOTOGRAPHIC DOCUMENTATION OF THE FOUNDATION SEALING SHALL BE INCLUDED IN THE MI REPORT. NA BOLT HOLE INSTALLATION VERIFICATION REPORT THE MI INSPECTOR SHALL VERIFY THE INSTALLATION AND TIGHTNESS OF 10% OF ALL NON PRE-TENSIONED BOLTS INSTALLED AS PART OF THE MODIFICATION. THE MI INSPECTOR SHALL LOOSEN THE NUT AND VERIFY THE BOLT HOLE SIZE AND CONDITION. THE MI REPORT SHALL CONTAIN THE COMPLETED BOLT INSTALLATION VERIFICATION REPORT, INCLUDING THE SUPPORTING PHOTOGRAPHS. X MI INSPECTOR REDLINE OR RECORD DRAWING(S) THE MI INSPECTOR SHALL OBSERVE AND REPORT ANY DISCREPANCIES BETWEEN THE CONTRACTOR'S REDLINE DRAWING AND THE ACTUAL COMPLETED INSTALLATION. *THE MI CHECKLIST SHALL BE REVIEWED PRIOR TO THE START OF CONSTRUCTION. ALL PARTIES TO THE MODIFICATION SHALL UNDERSTAND ALL REQUIREMENTS AND INSPECTION/DOCUMENTATION THAT IS APPLICABLE TO THE SCOPE OF WORK THEY ARE PERFORMING. ERRORS ON THE MI CHECKLIST SHALL BE BROUGHT TO THE ATTENTION OF THE STRUCTURE/STRUCTURE OWNER AND EOR AS SOON AS POSSIBLE. MODIFICATION INSPECTION NOTES GENERAL 1. THE MI IS AN ON-SITE VISUAL AND HANDS-ON INSPECTION OF STRUCTURE MODIFICATIONS INCLUDING A REVIEW OF CONSTRUCTION REPORTS AND ADDITIONAL PERTINENT DOCUMENTATION PROVIDED BY THE GENERAL CONTRACTOR (GC), AS WELL AS ANY INSPECTION DOCUMENTS PROVIDED BY 3RD PARTY INSPECTORS. THE MI IS TO ENSURE THE INSTALLATION WAS CONSTRUCTED IN ACCORDANCE WITH THE MODIFICATION DRAWINGS; IN ACCORDANCE WITH APPLICABLE INDUSTRY STANDARDS; AND AS DESIGNED BY THE ENGINEER OF RECORD (EOR). 2. NO DOCUMENT, CODE OR POLICY CAN ANTICIPATE EVERY SITUATION THAT MAY ARISE. ACCORDINGLY, THIS CHECKLIST IS INTENDED TO SERVE AS A SOURCE OF GUIDING PRINCIPLES IN ESTABLISHING GUIDELINES FOR MODIFICATION INSPECTION. 3. THE MI IS TO CONFIRM INSTALLATION CONFIGURATION AND WORKMANSHIP ONLY AND IS NOT A REVIEW OF THE MODIFICATION DESIGN ITSELF, AND THE MI INSPECTOR DOES NOT TAKE OWNERSHIP OF THE MODIFICATION DESIGN. THE MI INSPECTOR SHALL INSPECT AND NOTE CONFORMANCE/NONCONFORMANCE AND PROVIDE TO THE STRUCTURE/STRUCTURE OWNER AND EOR FOR EVALUATION. 4. TO ENSURE THAT THE REQUIREMENTS OF THE MODIFICATION INSPECTION ARE MET, IT IS VITAL THAT THE GENERAL CONTRACTOR (GC) AND THE MI INSPECTOR BEGIN COMMUNICATING AND COORDINATING AS SOON AS A PO OR PAYMENT IS RECEIVED. IT IS EXPECTED THAT EACH PARTY WILL BE PROACTIVE IN REACHING OUT TO THE OTHER PARTY. CONTACT LISTED ON THE TITLE SHEET SHALL BE CONTACTED IF SPECIFIC INSPECTOR CONTACT INFORMATION IS NOT KNOWN. FAILING INSPECTION CORRECTIONS 1. IF THE MODIFICATION INSTALLATION WOULD FAIL THE MODIFICATION INSPECTION (“FAILED MODIFICATION INSPECTION"), THE GC SHALL WORK WITH MI INSPECTOR TO COORDINATE A REMEDIATION PLAN IN ONE OF TWO WAYS: · CORRECT FAILING ISSUES TO COMPLY WITH THE SPECIFICATIONS CONTAINED IN THE ORIGINAL MODIFICATION DRAWINGS AND COORDINATE A SUPPLEMENT MODIFICATION INSPECTION. · OR, WITH STRUCTURE OWNER'S APPROVAL, THE GC MAY WORK WITH THE ENGINEER OF RECORD TO RE-ANALYZE THE MODIFICATION/REINFORCEMENT USING THE AS-BUILT CONDITION. SERVICE LEVEL COMMITMENT 1. THE FOLLOWING RECOMMENDATIONS AND SUGGESTIONS ARE OFFERED TO ENHANCE THE EFFICIENCY AND EFFECTIVENESS OF DELIVERING AN MI REPORT: · THE GC SHALL PROVIDE A MINIMUM OF 5 BUSINESS DAYS NOTICE, PREFERABLY 10, TO THE MI INSPECTOR AS TO WHEN THE SITE WILL BE READY FOR THE MI TO BE CONDUCTED. · THE GC AND MI INSPECTOR COORDINATE CLOSELY THROUGHOUT THE ENTIRE PROJECT. · WHEN POSSIBLE, IT IS PREFERRED TO HAVE THE GC AND MI INSPECTOR ON-SITE SIMULTANEOUSLY FOR ANY GUY WIRE TENSIONING OR RE-TENSIONING OPERATIONS. · WHEN POSSIBLE, IT IS PREFERRED TO HAVE THE GC AND MI INSPECTOR ON-SITE DURING THE MI TO HAVE ANY MINOR DEFICIENCIES CORRECTED DURING THE INITIAL MI. THEREFORE, THE GC MAY CHOOSE TO COORDINATE THE MI CAREFULLY TO ENSURE ALL CONSTRUCTION FACILITIES ARE AT THEIR DISPOSAL WHEN THE MI INSPECTOR IS ON SITE. · IT MAY BE BENEFICIAL TO INSTALL ALL STRUCTURE MODIFICATIONS PRIOR TO CONDUCTING THE FOUNDATION INSPECTIONS TO ALLOW THE FOUNDATION AND MODIFICATION INSPECTION(S) TO COMMENCE WITH ONE SITE VISIT. REQUIRED PHOTOS 1. BETWEEN THE GC AND THE MI INSPECTOR THE FOLLOWING PHOTOGRAPHS, AT A MINIMUM, ARE TO BE TAKEN AND INCLUDED IN THE MI REPORT: · PRE-CONSTRUCTION GENERAL SITE CONDITION · PHOTOGRAPHS DURING THE REINFORCEMENT MODIFICATION CONSTRUCTION/ERECTION AND INSPECTION ·· RAW MATERIALS ·· PHOTOS OF ALL CRITICAL DETAILS ·· FOUNDATION MODIFICATIONS ·· WELD PREPARATION ·· BOLT INSTALLATION ·· FINAL INSTALLED CONDITION ·· SURFACE COATING REPAIR · POST CONSTRUCTION PHOTOGRAPHS ·· FINAL INFIELD CONDITION · ANY OTHER PHOTOS DEEMED RELEVANT TO SHOW COMPLETE DETAILS OF THE MODIFICATIONS. 2. PHOTOS OF ELEVATED MODIFICATIONS TAKEN ONLY FROM THE GROUND SHALL BE CONSIDERED INADEQUATE. 2/15/22 JOB NO. ISSUED FOR: PERMIT RECORD CONSTRUCTION BID REV. DATE DESCRIPTION PROJECT MANAGER APPROVED BY ENGINEER DESIGNER CJS CARMEL DR 650 E CARMEL DR. CARMEL, IN 46032 JRS MJS TP 2022723.16.1637.03 DESIGN DRAWINGS PREPARED FOR: CARMEL DR FA #: 10023984 CLIENT #: IN0128 0 2/15/22 INITIAL RELEASE T-01 ERICSSON GPD GROUP, INC. ® 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax 330.572.2102 TITLE SHEET 2/15/2022 - - - CLIENT CONTACT: (314) 706-0550 INDIANAPOLIS, IN 46204 55 MONUMENT CIRCLE MICHAEL SIVORE ENGINEER CONTACT: FOR QUESTIONS PLEASE EMAIL: GPDMODS@GPDGROUP.COM (330) 572-2100 AKRON, OH 44311 520 SOUTH MAIN STREET, SUITE 2531 GPD GROUP, INC.