Loading...
HomeMy WebLinkAbout2022.08.10_10069780_IN0448_HP Building_Modificaiton Drawings.pdfSTRUCTURE INFORMATION: CODE COMPLIANCE: STRUCTURE MAPPING: STRUCTURE HEIGHT: STRUCTURE LOCATION: LAT.: LONG.: REFERENCED ANALYSIS: ANALYSIS DATE: WIND SPEEDS: ICE THICKNESS: STRUCTURE CLASS: EXPOSURE CATEGORY: TOPO CATEGORY: GOVERNING CODES: COUNTY: CLIENT #: IN0448 FA #: 10069780 HP BUILDING STREET ADDRESS: CITY, STATE ZIP: INDIANAPOLIS, IN 46290 201 W. 103RD STREET GPD/PROJ. #: 2022723.16.1539.04 110'-0" ROOFTOP PENTHOUSE 39° 55' 55.006" -86° 09' 46.998" HAMILTON GPD/PROJ. #: 2022723.16.1539.02 01/28/2022 MOUNT TYPE: PENTHOUSE MOUNTED PIPE MOUNTS 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 #: 1539 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 S-01: ROOF PLAN & MODIFICATION SCHEDULE S-02: MODIFICATION SECTIONS S-03: ADDITIONAL SECTIONS S-04: ADDITIONAL SECTIONS S-04: ADDITIONAL SECTIONS S-05: ADDITIONAL SECTIONS S-06: ADDITIONAL SECTIONS 8/10/22 JOB NO. ISSUED FOR: PERMIT 8/10/22 JOB NO. ISSUED FOR: PERMIT RECORD CONSTRUCTION BID REV. DATE DESCRIPTION PROJECT MANAGER APPROVED BY ENGINEER DESIGNER CJS HP BUILDING 201 W. 103RD STREET INDIANAPOLIS, IN 46290 EW JMJ DP 2022723.16.1539.04 DESIGN DRAWINGS PREPARED FOR: HP BUILDING FA #: 10069780 CLIENT #: IN0448 0 8/10/22 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 8/10/2022 - - - 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. X 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 8/10/22 JOB NO. ISSUED FOR: PERMIT RECORD CONSTRUCTION BID REV. DATE DESCRIPTION PROJECT MANAGER APPROVED BY ENGINEER DESIGNER CJS HP BUILDING 201 W. 103RD STREET INDIANAPOLIS, IN 46290 EW JMJ DP 2022723.16.1539.04 DESIGN DRAWINGS PREPARED FOR: HP BUILDING FA #: 10069780 CLIENT #: IN0448 0 8/10/22 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 8/10/2022 - - - 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 JOB NO. ISSUED FOR: PERMIT RECORD CONSTRUCTION BID REV. DATE DESCRIPTION PROJECT MANAGER APPROVED BY ENGINEER DESIGNER CJS HP BUILDING 201 W. 103RD STREET INDIANAPOLIS, IN 46290 EW JMJ DP 2022723.16.1539.04 DESIGN DRAWINGS PREPARED FOR: HP BUILDING FA #: 10069780 CLIENT #: IN0448 0 8/10/22 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 8/10/2022 - - - 8/10/22 MODIFICATION SCHEDULE MEMBER TYPE ELEVATION EXISTING MEMBER NEW MEMBER REFERENCE DETAIL/SHEET NOTES EXISTING MOUNTS VARIES VARIES (ALL SECTORS) - - REMOVE THE EXISTING ANTENNA MOUNTS AND ALL ASSOCIATED HARDWARE FROM THE BUILDING. COORDINATE WITH CARRIER. NEW ALPHA SECTOR MOUNTS 92'-0"± - (2) P2.5 STD PIPE MOUNTS W/ HSS STANDOFFS SHEET S-02 INSTALL NEW ANTENNA PIPE MOUNTS WITH NEW HSS STANDOFF ASSEMBLIES. 103'-0"± - (1) P2.5 STD PIPE MOUNTS W/ ANGLE STANDOFF SHEET S-03 INSTALL A NEW ANTENNA PIPE MOUNT WITH A NEW ANGLE STANDOFF ASSEMBLY. JOB NO. ISSUED FOR: PERMIT RECORD CONSTRUCTION BID REV. DATE DESCRIPTION PROJECT MANAGER APPROVED BY ENGINEER DESIGNER CJS HP BUILDING 201 W. 103RD STREET INDIANAPOLIS, IN 46290 EW JMJ DP 2022723.16.1539.04 DESIGN DRAWINGS PREPARED FOR: HP BUILDING FA #: 10069780 CLIENT #: IN0448 0 8/10/22 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 SECTIONS 8/10/2022 - - - 8/10/22 S-02 SCALE: 1/2" = 1'-0" A HSS STANDOFF ELEVATION B S-02 6" 5'-0" 2'-6" 8'-0" 6" 1'-0" 3'-0" 1'-0" 6'-0" TYP. EXISTING W12x96 COLUMN NEW L5x3x1/4 (LLV) BRACING BETWEEN NEW PIPE MOUNTS (TYP.) NEW HSS STANDOFF ASSEMBLY (TYP. OF 2), SEE SECTION B/S-02 NEW P2.5 STD PIPE MOUNT (TYP. OF 2) NEW 1/2"Ø U-BOLT ASSEMBLY (TYP.), INNER DIAMETER TO MATCH OUTER DIAMETER OF PIPE MOUNT +1/8" 1'-0" C JOB NO. ISSUED FOR: PERMIT RECORD CONSTRUCTION BID REV. DATE DESCRIPTION PROJECT MANAGER APPROVED BY ENGINEER DESIGNER CJS HP BUILDING 201 W. 103RD STREET INDIANAPOLIS, IN 46290 EW JMJ DP 2022723.16.1539.04 DESIGN DRAWINGS PREPARED FOR: HP BUILDING FA #: 10069780 CLIENT #: IN0448 0 8/10/22 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 SECTIONS 8/10/2022 - - - 8/10/22 S-03 SCALE: 1/2" = 1'-0" E ANGLE STANDOFF ELEVATION G S-03 TYP. EXISTING C9x13.4 COLUMN NEW L5x3x1/4 (LLV) BRACING BETWEEN NEW PIPE MOUNTS (TYP.) NEW L5x3x1/4 (LLV) STANDOFF (TYP.) NEW P2.5 STD PIPE MOUNT NEW P2.5 STD PIPE MOUNT (TYP. OF 2) NEW 1/2"Ø U-BOLT ASSEMBLY (TYP.), INNER DIAMETER TO MATCH OUTER DIAMETER OF PIPE MOUNT +1/8" EXISTING C9x13.4 COLUMN DRILL 9/16"Ø HOLES IN ANGLE FOR NEW U-BOLTS (TYP.) JOB NO. ISSUED FOR: PERMIT RECORD CONSTRUCTION BID REV. DATE DESCRIPTION PROJECT MANAGER APPROVED BY ENGINEER DESIGNER CJS HP BUILDING 201 W. 103RD STREET INDIANAPOLIS, IN 46290 EW JMJ DP 2022723.16.1539.04 DESIGN DRAWINGS PREPARED FOR: HP BUILDING FA #: 10069780 CLIENT #: IN0448 0 8/10/22 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 SECTIONS 8/10/2022 - - - 8/10/22 S-04 SCALE: 3/4" = 1'-0" J BETA SECTOR ELEVATION S-04 SCALE: 3/4" = 1'-0" K SECTION 5'-11" EXISTING W-SHAPE COLUMN NEW P2.5 STD MOUNT PIPE (TYP. OF 3) NEW L3x3x3/8 HORIZONTAL BRACING (TYP.) NEW L3x3x3/8 CLIP ANGLE (TYP. OF 4) NEW 1/2"Ø BOLT ASSEMBLY, LENGTH AS REQUIRED (TYP. OF 8) DRILL 9/16"Ø HOLES FOR ALL NEW BOLTS NEW 1/2"Ø U-BOLT ASSEMBLY (TYP. OF 2 PER PIPE) K S-04 EXISTING W-SHAPE COLUMN 8/10/22 JOB NO. ISSUED FOR: PERMIT RECORD CONSTRUCTION BID REV. DATE DESCRIPTION PROJECT MANAGER APPROVED BY ENGINEER DESIGNER CJS HP BUILDING 201 W. 103RD STREET INDIANAPOLIS, IN 46290 EW JMJ DP 2022723.16.1539.04 DESIGN DRAWINGS PREPARED FOR: HP BUILDING FA #: 10069780 CLIENT #: IN0448 0 8/10/22 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 SECTIONS 8/10/2022 - - - S-05 SCALE: 3/4" = 1'-0" M GAMMA SECTOR ELEVATION S-05 SCALE: 1/2" = 1'-0" N SECTION S-05 SCALE: 1/2" = 1'-0" O SECTION 8'-0" 1'-4" 9" (F.V.) (F.V.) 4 1/2" TYP. 2'-0" MAX. (F.V., TYP.) 3'-0" 2'-0" 8'-11"± (F.V.) 7/8" TYP. N S-05 N S-05 P S-06 EXISTING METAL SIDING JOB NO. ISSUED FOR: PERMIT RECORD CONSTRUCTION BID REV. DATE DESCRIPTION PROJECT MANAGER APPROVED BY ENGINEER DESIGNER CJS HP BUILDING 201 W. 103RD STREET INDIANAPOLIS, IN 46290 EW JMJ DP 2022723.16.1539.04 DESIGN DRAWINGS PREPARED FOR: HP BUILDING FA #: 10069780 CLIENT #: IN0448 0 8/10/22 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 SECTIONS 8/10/2022 - - - 8/10/22 S-06 SCALE: 3" = 1'-0" Q SECTION S-06 SCALE: 3" = 1'-0" P SECTION 1/4" MAX. G* Q S-06 EXISTING C9x13.4 FIELD DRILL 9/16"Ø HOLE IN ANGLE FOR NEW BOLT ASSEMBLY (TYP.) DRILL 9/16"Ø HOLE IN ANGLE FOR NEW BOLT ASSEMBLY (TYP.) NEW C6x13 (TYP.) NEW L3-1/2x3-1/2x3/8 CLIP ANGLE (TYP.) EXISTING C9x13.4 DRILL 9/16"Ø HOLE IN ANGLE FOR NEW BOLT ASSEMBLY (TYP.) NEW C6x13 (TYP.) NEW L3-1/2x3-1/2x3/8 CLIP ANGLE (TYP.) *SEE WORKABLE GAGE NOTE: SCHEDULE ON SHEET N-01 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 GAGE SCHEDULE ON SHEET N-01 NEW 1/4 THICK STIFFENER (TYP.), SEE SECTION R/S-06 NEW 1/4 THICK STIFFENER (TYP.), SEE DETAIL EQ. 2 5/8" EQ. EQ. 2 5/8" EQ. 4 3/8" 4 1/2" G* R S-06 S-06 SCALE: 3" = 1'-0" R SECTION NEW L3-1/2x3-1/2x3/8 CLIP ANGLE (TYP.) *SEE WORKABLE GAGE SCHEDULE ON SHEET N-01 NEW 1/4 THICK STIFFENER (TYP.) 2 15/16" 2 15/16" 1/2" 7/8" 1/2" 3/16 3/16 STIFFENER TO CLIP ANGLE TYP. AND DRY WALL(REMOVE 4"x4" SQUARE SECTIONS OF SIDING AS REQUIRED FOR INSTALLATION OF ANGLES) EXISTING OVERHEAD FRAMING (TYP.) EXISTING GRANITE WALL CLADDING NEW L3x3x1/4 TYPICAL OF ALL U.N.O. (TYP.) EXISTING C9x13.4 FIELD DRILL 9/16"Ø HOLE IN ANGLE FOR NEW BOLT ASSEMBLY (TYP.) NEW P2.5 STD PIPE MOUNT (TYP.) NEW 1/2"Ø U-BOLT CONNECTION. INSIDE DIAMETER OF U-BOLT SHALL MATCH OUTSIDE DIAMETER OF PIPE (TYP.) NEW L3x3x1/4 AT TOP & BOTTOM OF PIPE MOUNTS, SEE SECTION FIELD DRILL 9/16"Ø HOLE IN ANGLE FOR NEW BOLT ASSEMBLY (TYP.) FIELD DRILL 9/16"Ø HOLE IN ANGLE FOR NEW U-BOLT ASSEMBLY (TYP.) 1/2"Ø BOLT ASSEMBLY (TYP.), LENGTH AS REQUIRED (F.V.) EXISTING C9x13.4 (TYP.) EXISTING STUDS (F.V. SIZE AND LOCATIONS) EXISTING METAL SIDING AND DRY WALL(REMOVE 4"x4" SQUARE SECTIONS OF SIDING AS REQUIRED FOR INSTALLATION OF ANGLES) NEW L3x3x1/4 TYPICAL OF ALL U.N.O. (TYP.) NEW P2.5 STD PIPE MOUNT (TYP.) NEW 1/2"Ø U-BOLT CONNECTION. INSIDE DIAMETER OF U-BOLT SHALL MATCH OUTSIDE DIAMETER OF PIPE (TYP.) NEW C6x13 (TYP.) FIELD DRILL 9/16"Ø HOLE IN ANGLE FOR NEW BOLT ASSEMBLY (TYP.) NEW L3x3x1/4 (TYP.) NEW P2.5 STD PIPE MOUNT (TYP.) NEW 1/2"Ø U-BOLT CONNECTION. INSIDE DIAMETER OF U-BOLT SHALL MATCH OUTSIDE DIAMETER OF PIPE (TYP.) NEW C6x13 (TYP.) 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 GAGE SCHEDULE ON SHEET N-01 G* TYP. NOTE: 1. CONTRACTOR SHALL INSTALL WATERPROOFING AND REPAIR ANY DAMAGED ROOFING MATERIAL. SEE NOTES ON SHEET N-01. 2. ALL FIELD DRILLED HOLES SHALL BE SOLVENT CLEANED AND TOUCHED UP WITH TWO COATS OF BRUSH APPLIED ZRC ZINC RICH COLD GALVANIZING PAINT. 3. CONTRACTOR SHALL AVOID INTERFERENCE WITH STUDS, NOTIFY EOR IF STANDOFF SPACING NEEDS TO CHANGE 4. CONTRACTOR SHALL INSTALL WATERPROOFING AT ALL LOCATION WHERE THE PROPOSED DESIGN PENETRATES THE EXISTING WALL FINISH, COORDINATE WITH BUILDING OWNER AND DANCO ROOFING SERVICES INC., SEE ADDITIONAL ROOFING NOTES ON SHEET N-01 DANCO ROOFING INC ERIC ESTELLE 1437 SOUTHEASTERN AVENUE INDIANAPOLIS, IN 46201 (317)252-0022 INSTALL TAPERED WASHERS TO INSTALL THE NEW BOLT ASSEMBLIES (F.V. REQUIRED TAPER, TYP.) 3" MIN. (TYP.) 11 1/2" 3" 9" 1'-9 3/16" O S-05 5'-6" 3" 3'-0" 2'-0" 3" 2'-4 3/4" (TYP.) O S-05 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. NEW L3x3x3/8 HORIZONTAL BRACING (TYP.) NEW L3x3x3/8 CLIP ANGLE (TYP. OF 4) NEW 1/2"Ø BOLT ASSEMBLY, LENGTH AS REQUIRED (TYP. OF 8) DRILL 9/16"Ø HOLES FOR ALL NEW BOLTS (TYP.) NEW 1/2"Ø U-BOLT ASSEMBLY (TYP. OF 2 PER PIPE) L S-04 TYP. S-04 SCALE: 3" = 1'-0" L SECTION NEW L3x3x3/8 HORIZONTAL BRACING (TYP.) NEW L3x3x3/8 CLIP ANGLE (TYP. OF 4) NEW 1/2"Ø BOLT ASSEMBLY, LENGTH AS REQUIRED (TYP.) DRILL 9/16"Ø HOLES FOR ALL NEW BOLTS (TYP.) NEW P2.5 STD MOUNT PIPE (TYP. OF 3) 3'-0 3/4" 3 1/2" G* G* G* * SEE WORKABLE GAGES SCHEDULE ON SHEET N-01 * SEE WORKABLE GAGES SCHEDULE ON SHEET N-01 NOTES: 1. EXISTING MOUNT PIPE TO BE REMOVED NOT SHOWN FOR DETAIL CLARITY. 2. FIELD VERIFY AND MATCH THE ELEVATION OF THE NEW TOP ANGLE BRACING WITH THE EXISTING TOP ANGLE HORIZONTAL BRACING IN BETA SECTOR THAT IS BEING REMOVED. 3" 3" 1'-0 3/16" G* (F.V.) 1'-0 11/16" G* (F.V.) 4 1/2" 1'-4" 2'-0" 8'-0" ℄ EXISTING PENTHOUSE WALL FIELD DRILL 9/16"Ø HOLES IN W-SHAPE FOR NEW BOLTS (TYP.) NEW L5x3x1/4 (LLV) BRACING BETWEEN NEW PIPE MOUNTS (TYP.) NEW 1/2"Ø BOLT ASSEMBLY (TYP.), LENGTH AS REQUIRED (F.V.) FIELD DRILL 9/16"Ø HOLES IN CHANEL FOR NEW BOLTS (TYP.) S-03 SCALE: 1-1/2" = 1'-0" G SECTION 4'-8" 1'-4" 2'-0" 8'-0" NEW 1/2"Ø U-BOLT ASSEMBLY (TYP.), INNER DIAMETER TO MATCH OUTER DIAMETER OF PIPE MOUNT +1/8" NEW 1/2"Ø BOLT ASSEMBLY (TYP.), LENGTH AS REQUIRED (F.V.) FIELD DRILL 9/16"Ø HOLES IN CHANNEL FOR NEW BOLTS (TYP.) 2 1/4" 4 1/2" 2 1/4" 3" 2'-0" 4 1/2" 2'-7 1/2" 1'-6" 1'-10 1/2" NEW L3x3x1/4 VERTICAL BRACING (TYP.) NEW L3x3x1/4 VERTICAL BRACING (TYP.) 1'-10 1/2" G* TYP. G* TYP. NOTES: 1. DETAIL IS TYPICAL FOR THE MOUNT AT ANTENNA POSITION B3. S-03 SCALE: 1/2" = 1'-0" F ANGLE STANDOFF ELEVATION G S-03 TYP. EXISTING C9x13.4 COLUMN NEW L5x3x1/4 (LLV) BRACING BETWEEN NEW PIPE MOUNTS (TYP.) NEW L5x3x1/4 (LLV) STANDOFF (TYP.) NEW P2.5 STD PIPE MOUNT 4'-8" 1'-4" 2'-0" 8'-0" NEW 1/2"Ø U-BOLT ASSEMBLY (TYP.), INNER DIAMETER TO MATCH OUTER DIAMETER OF PIPE MOUNT +1/8" NEW 1/2"Ø BOLT ASSEMBLY (TYP.), LENGTH AS REQUIRED (F.V.) FIELD DRILL 9/16"Ø HOLES IN CHANNEL FOR NEW BOLTS (TYP.) 1'-6" 1'-10 1/2" NEW L3x3x1/4 VERTICAL BRACING (TYP.) G* TYP. NOTES: 1. DETAIL IS TYPICAL FOR THE MOUNT AT ANTENNA POSITION A3 & G3. EXISTING METAL SIDING AND DRY WALL(REMOVE 4"x4" SQUARE SECTIONS OF SIDING AS REQUIRED FOR INSTALLATION OF ANGLES) NOTES: 1. ALL EXPOSED STEEL SHALL BE SOLVENT CLEANED AND TOUCHED UP WITH TWO COATS OF BRUSH APPLIED ZRC ZINC RICH COLD GALVANIZING COMPOUND. FIELD DRILL 9/16"Ø HOLES IN CHANNEL FOR NEW VERTICAL BOLTS (TYP.) H S-03 TYP. H S-03 TYP. S-03 SCALE: 1-1/2" = 1'-0" H SECTION 1 3/4" 2" NEW 1/2"Ø U-BOLT ASSEMBLY (TYP.), INNER DIAMETER TO MATCH OUTER DIAMETER OF PIPE MOUNT +1/8" NEW L5x3x1/4 (LLV) BRACING DRILL 9/16"Ø HOLES IN ANGLE FOR NEW U-BOLTS (TYP.) NEW P2.5 STD PIPE MOUNT S-02 D S-02 1'-0" (F.V.) 3" 1'-0" 3" 1'-6" EQ. (F.V.) EQ. (F.V.) NEW P2.5 STD PIPE MOUNT (TYP. OF 2) NEW 1/2"Ø U-BOLT ASSEMBLY (TYP.), INNER DIAMETER TO MATCH OUTER DIAMETER OF PIPE MOUNT +1/8" EXISTING W12x96 COLUMN NEW HSS2.5x2.5x1/4 STANDOFF DRILL 9/16"Ø HOLES IN ANGLE FOR NEW U-BOLTS (TYP.) NEW L5x3x1/4 (LLV) BRACING BETWEEN NEW PIPE MOUNTS (TYP.) NEW 1/2"Ø BOLT ASSEMBLY (TYP.), LENGTH AS REQUIRED (F.V.) FIELD DRILL 9/16"Ø HOLES IN W-SHAPE FOR NEW BOLTS (TYP.) S-02 SCALE: 1-1/2" = 1'-0" B SECTION S-02 SCALE: 3" = 1'-0" D SECTION 6 1/2" 1 9/16" 3 3/8" 1 9/16" 6 1/2" 1 1/4" 4" 1 1/4" NEW HSS2.5x2.5x1/4 STANDOFF CENTERED ON PLATE NEW 1/2"Ø U-BOLT ASSEMBLY (TYP.), INNER DIAMETER TO MATCH OUTER OF PIPE MOUNT +1/8" DRILL 9/16"Ø HOLES IN PLATE FOR NEW U-BOLTS (TYP.) 1/4 HSS TO PLATE NEW 1/2" THICK PLATE S-02 SCALE: 3" = 1'-0" C SECTION NEW HSS2.5x2.5x1/4 STANDOFF CENTERED ON PLATE NEW 1/2"Ø BOLT ASSEMBLY (TYP.), LENGTH AS REQUIRED (F.V.) DRILL 9/16"Ø HOLES IN PLATE FOR NEW BOLTS (TYP.) 1/4 HSS TO PLATE NEW 1/2" THICK PLATE 7" 1 1/2" 4" 1 1/2" 7" 1 1/2" 4" 1 1/2" NOTES: 1. DETAIL IS TYPICAL FOR THE MOUNTS AT ANTENNA POSITIONS A1 AND A2. NOTES: 1. ALL EXPOSED STEEL SHALL BE SOLVENT CLEANED AND TOUCHED UP WITH TWO COATS OF BRUSH APPLIED ZRC ZINC RICH COLD GALVANIZING COMPOUND. 2. NOTIFY EOR IF MORE THAN 1'-0" STANDOFF IS REQUIRED TO CLEAR ARCHITECTURAL FINISH PRIOR TO FABRICATION. H S-03 TYP. NEW BETA SECTOR MOUNTS - (3) P2.5 STD PIPE MOUNTS W/ ANGLE STANDOFF SHEET S-04 INSTALL NEW ANTENNA PIPE MOUNTS AND AN RRU PIPE MOUNT ON A NEW ANGLE STANDOFF ASSEMBLY. - (1) P2.5 STD PIPE MOUNTS W/ ANGLE STANDOFF SHEET S-03 INSTALL A NEW ANTENNA PIPE MOUNT WITH A NEW ANGLE STANDOFF ASSEMBLY. NEW GAMMA SECTOR MOUNTS - (3) P2.5 STD PIPE MOUNTS W/ ANGLE STANDOFF SHEET S-05 & S-06 INSTALL NEW ANTENNA PIPE MOUNTS AND AN RRU PIPE MOUNT ON A NEW ANGLE STANDOFF ASSEMBLY. - (1) P2.5 STD PIPE MOUNTS W/ ANGLE STANDOFF SHEET S-03 INSTALL A NEW ANTENNA PIPE MOUNT WITH A NEW ANGLE STANDOFF ASSEMBLY. BETA SECTOR GAMMA SECTOR N.T.S. ROOFTOP PLAN EXISTING ROOFTOP NOTES: 1. ALL MATERIAL REMOVED FROM THE EXISTING STRUCTURE SHALL BE DISPOSED OF BY THE CONTRACTOR OFF SITE. 2. REFERENCE THE CONSTRUCTION DRAWINGS BY GPD GROUP (JOB #: 2022723.16.1539.04 Rev. A, REDLINED 8/4/22) 3. CONTRACTOR SHALL INSTALL WATERPROOFING AT ALL LOCATION WHERE THE PROPOSED DESIGN PENETRATES THE EXISTING WALL FINISH, COORDINATE WITH BUILDING OWNER AND DANCO ROOFING SERVICES INC., SEE ADDITIONAL ROOFING NOTES ON SHEET N-01 DANCO ROOFING INC ERIC ESTELLE 1437 SOUTHEASTERN AVENUE INDIANAPOLIS, IN 46201 (317) 252-0022 EXISTING PENTHOUSE NORTH REMOVE AND REPLACE EXISTING GAMMA SECTOR MOUNT WITH NEW (MOUNTS G1 & G2), SEE SECTION J/S-05 ALPHA SECTOR A S-02 A S-02 INSTALL NEW STANDOFF MOUNTS TO THE EXISTING W-SHAPE COLUMNS (MOUNTS A1 & A2), SEE SECTION A/S-02 INSTALL A NEW STANDOFF MOUNT TO THE EXISTING CHANNEL (MOUNT A3), SEE SECTION E/S-03 INSTALL A NEW STANDOFF MOUNT TO THE EXISTING CHANNEL (MOUNT G3), SEE SECTION F/S-03 4'-6"± (F.V.) M S-05 F S-03 F S-03 9'-0"± (F.V.) INSTALL A NEW STANDOFF MOUNT TO THE EXISTING CHANNEL (MOUNT B3), SEE SECTION E/S-03 INSTALL NEW STANDOFF MOUNTS TO THE EXISTING W-SHAPE COLUMNS (MOUNTS B1 & B2), SEE SECTION J/S-04 E S-03 J S-04 OFFICIAL, SPECIAL INSPECTIONS AND TESTS ARE NOT REQUIRED FOR GROUP U OCCUPANCIES, BUT NOT 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 A572 (Fy=50 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 A572 GRADE 50(Fy=50 KSI) or ASTM A529 (Fy=50 KSI) · PLATE: ASTM A572 GRADE 50 (Fy=50KSI) · ANCHOR RODS: ASTM A193 GRADE B7 · ALL THREADED ROD ASTM A307 GRADE A · 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. 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. NA 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. X 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. RECORD CONSTRUCTION BID REV. DATE DESCRIPTION PROJECT MANAGER APPROVED BY ENGINEER DESIGNER CJS HP BUILDING 201 W. 103RD STREET INDIANAPOLIS, IN 46290 EW JMJ DP 2022723.16.1539.04 DESIGN DRAWINGS PREPARED FOR: HP BUILDING FA #: 10069780 CLIENT #: IN0448 0 8/10/22 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 8/10/2022 - - - 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.