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HomeMy WebLinkAboutZ-6551-E MapEL. 155'-0" TOWER EXTENSION: NEW 18"0 SCH. 10 PIPE, A500 GRADE C, 46 KSI. 1 TOWER ELEVATION S1 SCALE: N.T.S. STANDARDS: TIA/EIA-222—F WIND SPEED: 70 MPH EL. 150'-0" Designer. s RADIAL ICE: 1/2" 06/27/02 Drawn By: Checked By: SOD ANTENNA SCHEDULE Drawing File: N N ELEV. NO. OF U TX -LINE Y 2 z MODEL ~ SIZE O 155' T (3) EMS FS90-1 1 -00-DA2 U W 1-1/4" N 155' V) (3) STAND-OFF MOUNTS O PROPOSED 148' (6) DECIBEL D13980H90T2 PANELS (6) u, EXISTING 148' LOW PROFILE PLATFORM EL. 95'-2" M 135' Y 6 FT. SCALA PANELS z 1-3/4" ~ 135' O U (3) T -ARM MOUNTS � W 101' CV CELWAVE APL868-013 PANELS LOW PROFILE PLATFORM V) 7/8" O 101' EXISTING O EL. 47'-4" Q Y z ~ O r) U W r7 V) o 6 O O EL. 0'-0" TOWER EXTENSION: NEW 18"0 SCH. 10 PIPE, A500 GRADE C, 46 KSI. 1 TOWER ELEVATION S1 SCALE: N.T.S. NOTE: 1. TRANSFER LIGHTNING ROD, IF PRESENT, TO TOP OF TOWER. PROVIDE EXTENSION TO MATCH EXISTING, TO LIGHTENING ROD DOWNRUN CABLE, IF PRESENT. SPLICE CABLE USING EXOTHERMAL CONNECTION. DD Nar 504E DRAwnci rONTRN.,aR IAlSr vEnaY w.T. OIYa6pN5 AND ATNff COI6,ILTANrs Dr ANY TO WORK DN SHOWN SS. NO VARIATIONS alt NODIF%'1a PR W NOINc SHOWN SITMI. 9E MPUS ISSUES wmroHI PRIOR M ARE SUPMAL_ERSEDED ALL Y THE IS ISSUES of N. U_ DRAWINGS ARE ANDa15aXD TM ON LATEST REVISION. OP DPY OF AND SON HEI HFIE ROMM lHE PROPERTY OF MORPoSON HERS HFIEL CORPORATOR. ARCHITECT MO ON HEASHFlFID NOR THE ARCHIS P WILL- eE !'ROJRIMIG C0161RlInON REVIEW OF THIS PROJFLr. �� Ai'E it * 7iiS A REGlST1ERM PROFESSK)N& d, ENOINM -i'-> 1Z6 0 •6/27/02 I Issued for Construction No.1 Date I Action M 0 R R I S 0 N H E R S H F I E L D M 66 Perimeter Center East, Suite 600 Atlanta, GA. 30346 Tel: (770) 379 6500 Fax: (770) 379 6501 www.morrisonhershfield.com Client: SBA )))) COMMUNICATIONS 412 Cahaba Valley Pelham, AL 35124 Project: PROFESSOR BOWL 901 TOWNE OAK L R LE ROCK, AR Drawing Title: ELEVATION Scale: 1 STANDARDS: TIA/EIA-222—F WIND SPEED: 70 MPH 6023039/SBA-026 Designer. Date: RADIAL ICE: 1/2" 06/27/02 Drawn By: Checked By: SOD ANTENNA SCHEDULE Drawing File: Client Approval ELEV. NO. OF ANTENNA TX -LINE COMMENT ANTENNAS MODEL SIZE 155' T (3) EMS FS90-1 1 -00-DA2 (3) 1-1/4" PROPOSED 155' (3) STAND-OFF MOUNTS PROPOSED 148' (6) DECIBEL D13980H90T2 PANELS (6) 1-5/8" EXISTING 148' LOW PROFILE PLATFORM EXISTING 135' (6) 6 FT. SCALA PANELS (6) 1-3/4" EXISTING 135' (3) T -ARM MOUNTS EXISTING 101' (12) CELWAVE APL868-013 PANELS LOW PROFILE PLATFORM (12) 7/8" EXISTING 101' EXISTING NOTE: 1. TRANSFER LIGHTNING ROD, IF PRESENT, TO TOP OF TOWER. PROVIDE EXTENSION TO MATCH EXISTING, TO LIGHTENING ROD DOWNRUN CABLE, IF PRESENT. SPLICE CABLE USING EXOTHERMAL CONNECTION. DD Nar 504E DRAwnci rONTRN.,aR IAlSr vEnaY w.T. OIYa6pN5 AND ATNff COI6,ILTANrs Dr ANY TO WORK DN SHOWN SS. NO VARIATIONS alt NODIF%'1a PR W NOINc SHOWN SITMI. 9E MPUS ISSUES wmroHI PRIOR M ARE SUPMAL_ERSEDED ALL Y THE IS ISSUES of N. U_ DRAWINGS ARE ANDa15aXD TM ON LATEST REVISION. OP DPY OF AND SON HEI HFIE ROMM lHE PROPERTY OF MORPoSON HERS HFIEL CORPORATOR. ARCHITECT MO ON HEASHFlFID NOR THE ARCHIS P WILL- eE !'ROJRIMIG C0161RlInON REVIEW OF THIS PROJFLr. �� Ai'E it * 7iiS A REGlST1ERM PROFESSK)N& d, ENOINM -i'-> 1Z6 0 •6/27/02 I Issued for Construction No.1 Date I Action M 0 R R I S 0 N H E R S H F I E L D M 66 Perimeter Center East, Suite 600 Atlanta, GA. 30346 Tel: (770) 379 6500 Fax: (770) 379 6501 www.morrisonhershfield.com Client: SBA )))) COMMUNICATIONS 412 Cahaba Valley Pelham, AL 35124 Project: PROFESSOR BOWL 901 TOWNE OAK L R LE ROCK, AR Drawing Title: ELEVATION Scale: 1 Project No. as shown 6023039/SBA-026 Designer. Date: SAS 06/27/02 Drawn By: Checked By: SOD DHu Drawing File: Client Approval SBA -026 Revision No. Drawing NNo_ o I S1 E a N 0 0 00 N N a fT 3 N Di N O CDQ N 3/8" THK. FLANGE PLATE (4) 11/16"0 HOLES FOR NEW 5/8"0 A325 BOLTS ON 21 "0 BOLT CIRCLE NEW MONOPOLE EXTENSION 18"0 SCH. 10 PIPE �� 51T A500 GR. C, 46 KSI NEW EXIT PORT (1 LOCATION) 2 S2 PROVIDE STEP BOLTS AT 12" CENTERS PROVIDE SAFETY CABLE 1" PLATE EXISTING 1.375" FLANGE PLATE DETAIL SCALE: 1"=l' -O" RC1 3/8" THK. COVER PLATE I CP IZ N O O In (4) NEW 1 "0 A325 BOLTS ON 26.54"0 BOLT CIRCLE EXIST. MONOPOLE SHAFT SECTION - (1) NEW 5" x 10" OPENING REINFORCED WITH HSS/TS 10" x 5" x 5/8" © 5" LONG ASTM A-500, GRADE "C", 50KSI YIELD. INSTALL IN ACCORDANCE WITH INSTRUCTIONS ON SHEET N1_ LOCATE TO GIVE MIN. 6" CLEARANCE FROM STEP BOLTS. SEE DETAIL 3/S2 SCALE: 1-1/2"=1'-0" DETAIL OF OPENING N.T.S. NEW 18"0 PIPE COMPLETE PENETRATION WELD REINFORCING RING HSS SECTION DD NOT SVLE DRAMTNGS. CONIRA¢.-mR MKT VERITY ALL WFNSIONS AND AT MxKLLTANS OF ANY ERRORS OR 01,16 N1 . NO VARIATIONS OR UODIix.OIONS TO MON( SIIOMN SWILL E OIPIEYaNED WII/gUr PNM! EINnDI APNIOVAL ALL PREVIOUS I65UE5 OF TNS DIIAMMG ARE � er THE Wl , Ma'H. ALL DR"INCS a ICATIONS RFW�+ "Lf PROPERTY OF MORRISON HERsNnELD CORPORATION. NUMER LIORRISON HERSHFIELD NOR THE ARCHITECT WILL E PROIIOMC COIKTRUCOON REVIEW OF THS PROA2T. oev,'agaar, a+e q ity .+ r�SATE .r 6 r _N Issued for Construction 1�T� do. Date Action M 0 R R I S 0 N HE R S H F I E L D M 66 Perimeter Center East, Suite 600 Atlanta, GA. 30346 Tel: (770) 379 6500 Fax: (770) 379 6501 www.morrisonhershfield.com Client: 1 S BA >>�� COMMUNICATIONS 412 Cahaba Valley Pelham, AL 35124 Project: PROFESSOR BOWL 901 TOWNE OAK LITTLE ROCK, AR Drawing Title: TOWER EXTENSION & ACCESS PORT DETAILS Scale: Project No. as shown 6023039/SBA-026 Designer: Date: SAS 08/27/02 Drown By: Checked By- sop DHu Drawing File: Client Approval SBA -026 Revision No_ Drawing No. ng 0 2 Ca Isar � o..ares. u vaen &u .CENERAL: 16. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SAFEGUARD ALL EXISTING slWlovm. ` STRUCTURES OR BURIED SERVICES AFFECTED BY THIS CONSTRUCTION. CONTRACTOR IS mmunw"`""°'��"°""a°'""°""°'"� swua[aro rr nc unsr Irt�. .0 ovuwcs 1. ALL REFERENCES TO OWNER HEREIN SHALL BE CONSTRUED TO MEAN SBA OR ITS 1. TM or ALSO RESPONSIBLE FOR TEMPORARILY RELOCATING ANY LINES OR STRUTS THAT ARE 140W. W ftmoH co wln-o Hon m OF T.S Gw WILL �c maaa.n aorsr�n+cr+ca Arnnr or � rewrcr. DESIGNATED REPRESENTATIVE. NECESSARY WHEN COMPLETING THE REQUIRED WORK. 2. ALL WORK PRESENTED ON THESE DRAWINGS MUST BE COMPLETED BY THE CONTRACTOR UNLESS NOTED OTHERWISE. THE CONTRACTOR MUST BE EXPERIENCED IN THE PERFORMANCE OF WORK SIMILAR TO THAT DESCRIBED HEREIN. BY ACCEPTANCE OF THIS ASSIGNMENT, THE CONTRACTOR IS ATTESTING THAT HE DOES HAVE SUFFICIENT EXPERIENCE AND ABILITY, THAT HE IS KNOWLEDGEABLE OF THE WORK TO BE PERFORMED AND THAT HE IS PROPERLY LICENSED AND PROPERLY REGISTERED TO DO THIS WORK IN THE STATE AND/OR COUNTY IN WHICH IT IS TO BE PERFORMED. 3. THE GENERAL NOTES AND TYPICAL DETAILS ARE APPLICABLE TO ALL PARTS OF THE STRUCTURE, AND SHALL BE READ IN CONJUNCTION WITH THE STRUCTURAL DRAWINGS AND PROJECT SPECIFICATIONS. 4• THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING APPROVALS FROM ALL AUTHORITIES HAVING JURISDICTION FOR THIS PROJECT, AND SHALL NOTIFY THE APPLICABLE JURISDICTIONAL (STATE, COUNTY OR CITY) ENGINEER 24 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ABIDING BY ALL CONDITIONS AND REQUIREMENTS OF THE PERMITS. 6. ERECT GUARDS AND BARRIERS PER APPLICABLE LABOR AND CONSTRUCTION SAFETY REGULATIONS. 7. VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPANCIES TO THE ENGINEER/ARCHITECT BEFORE PROCEEDING WITH THE WORK. 8. ALL MATERIALS AND WORKMANSHIP SHALL BE WARRANTED FOR ONE (1) YEAR FROM DATE OF COMPLETED CONSTRUCTION. 9. USE ONLY THE LATEST ISSUES OF ANY APPLICABLE CODES, STANDARDS OR REGULATIONS MENTIONED IN THE FOLLOWING NOTES AND SPECIFICATIONS UNLESS NOTED OTHERWISE. 10. ALL WORKMANSHIP SHALL BE IN ACCORDANCE WITH ANSI, ASTM, ACI AND AISC STANDARDS AS REFERENCED IN THE APPLICABLE CODE. 11. STRUCTURAL ELEMENTS SHOWN ON THESE DRAWINGS ARE DESIGNED IN ACCORDANCE WITH THE APPLICABLE BUILDING CODE. ALL CONSTRUCTION, EXCEPT WHERE NOTED OTHERWISE, SHALL COMPLY WITH THAT CODE. 12. ALL MATERIALS AND EQUIPMENT FURNISHED SHALL BE NEW AND OF GOOD QUALITY, FREE FROM FAULTS AND DEFECTS AND IN CONFORMANCE WITH THE DRAWINGS. ANY AND ALL SUBSTITUTIONS MUST BE DULY APPROVED AND AUTHORIZED IN WRITING BY THE OWNER AND ENGINEER PRIOR TO FABRICATION AND INSTALLATION. THE CONTRACTOR SHALL FURNISH SATISFACTORY EVIDENCE AS TO THE KIND AND QUALITY OF THE MATERIALS AND EQUIPMENT BEING SUBSTITUTED. 13. ALL MANUFACTURER'S HARDWARE ASSEMBLY INSTRUCTIONS SHALL BE FOLLOWED EXACTLY AND SHALL SUPERSEDE ANY CONFLICTING NOTES ENCLOSED HEREIN. E 14• THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL cc SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. THE CONTRACTOR IS ALSO RESPONSIBLE FOR ENSURING THAT ALL CONSTRUCTION PROCEDURES MEET THE REQUIREMENTS OF OSHA, THE OWNER AND OTHER APPLICABLE LOCAL, STATE AND FEDERAL SAFETY REGULATIONS. N 15. ACCESS TO THE PROPOSED WORK SITE MAY BE RESTRICTED. THE CONTRACTOR SHALL a COORDINATE INTENDED CONSTRUCTION ACTIVITY, INCLUDING WORK SCHEDULE AND MATERIAL 3 ACCESS, WITH THE RESIDENT LEASING AGENT. z 0 17. STRUCTURAL DESIGN IS FOR THE COMPLETE CONDITION ONLY. THE CONTRACTOR SHOULD MAKE ADEQUATE PROVISIONS FOR CONSTRUCTION STRESSES AND PROVIDE SUFFICIENT TEMPORARY BRACING AND SHORING TO KEEP THE STRUCTURE PLUMB AND LEVEL DURING ALL PHASES OF WORK. 18. ALL DESIGN LOADINGS INDICATED ON THESE DRAWINGS ARE NOMINAL OR SERVICE (I.E. UNFACTORED SERVICE) LOADINGS UNLESS OTHERWISE INDICATED. ON ANY NEW STRUCTURAL FRAMING, DO NOT EXCEED THE DESIGN LOADINGS INDICATED ON THESE DRAWINGS. 19. MEMBER REPLACEMENT SHALL BE PERFORMED ONLY DURING CALM DAYS (MAX. WIND SPEED OF 10 MPH). REPLACE ONLY ONE MEMBER AT A TIME. 20. ALL WELDING SHALL BE CARRIED OUT UNDER GOOD WEATHER CONDITIONS (MAX. WIND SPEED OF 10 MPH AND MINIMUM TEMPERATURE OF 50' F). PREHEATING MAY BE CONSIDERED IF THE WORK MUST BE PERFORMED AT LOWER TEMPERATURES. 21. DO NOT SCALE DRAWINGS. 22. DO NOT USE THESE DRAWINGS FOR ANY OTHER SITE. 23. THE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF MORRISON HERSHFIELD CORPORATION AND MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION. STRUCTURAL STEEL: 1 • DESIGN, FABRICATION AND ERECTION SHALL CONFORM TO TIA/EIA-222—F "STRUCTURAL STANDARDS FOR STEEL ANTENNA SUPPORTING STRUCTURES", AND AISC—ASD-1989, UNO. 2. ALL STRUCTURAL STEEL TO BE NEW AND CONFORM TO THE FOLLOWING UNO. A500 GRADE C, 46 KSI YIELD OR A572 GRADE 50. ALL BOLTS SHALL BE HIGH STRENGTH CONFORMING TO ASTM A325 TYPE 1 AND SHALL BE HOT DIP GALVANIZED. ALL BOLTS SHALL BE FULLY PRETENSIONED USING THE TURN—OF —THE—NUT METHOD. 3. WHERE CONNECTIONS ARE NOT FULLY DETAILED ON THESE DRAWINGS, FABRICATOR SHALL DESIGN CONNECTIONS TO RESIST LOADS AND FORCES WHERE SHOWN ON DRAWINGS AND AS OUTLINED IN SPECIFICATIONS. DRAWINGS SHALL BE SEALED BY THE FABRICATORS LICENCED ENGINEER. 4• PROVIDE ALL REQUIRED GUSSETS, SPACERS, FILLERS AND BATTEN PLATES. 5. MAKE NO HOLES IN ANY NEW OR EXISTING STUCTURAL STEEL MEMBER OTHER THAN THOSE SHOWN ON STRUCTURAL DRAWINGS WITHOUT APPROVAL BY THE ENGINEER. 6. ALL EXPOSED STRUCTURAL STEEL (INCLUDING BOLTS, PACK WASHERS, PINS, ETC.) TO BE HOT—DIP GALVANIED IN ACCORDANCE WITH ASTM A153 AND A123. FOR ALL WELDED CONNECTIONS TO BE GALVANIZED, PROVIDE WELDS ALL AROUND OR ADD SEAL WELDS WHERE STRUCTURAL WELDS ARE NOT SPECIFIED. 7. SUBMIT SHOP DRAWINGS FOR REVIEW BY THE ENGINEER PRIOR TO FABRICATION. 1 00 18/27/02 1 Issued for Construction IN.. I Date I Action M0RRIS0N H E R S H F I E L D MM 66 Perimeter Center East, Suite 600 Atlanta, GA. 30346 Tel: (770) 379 8500 Fax: (770) 379 8501 www.morrisonhershfield.com Client: SBA >>�� COMMUNICATIONS 412 Cahaba Valley Pelham, AL 35124 Project: PROFESSOR BOWL 901 TOWNE OAK LITTLE ROCK, AR Drawing Title: GENERAL & STEEL NOTES scale: Project No. as shown Designer. Date' SAS 08/27/02 Drown 87 Checked By: SO CHv browing File: Client Approval SBA -026 Revision No. Drawing No. 0 N1 WELDS: 1. ALL WELDING ELECTRODES SHALL BE E70XX. 2. ALL WELDING SHALL BE DONE IN ACCORDANCE WITH AWS D1.1 INCLUDING CERTIFIED WELDERS, QUALIFIED PROCEDURE AND SATISFACTORY WEATHER CONDITIONS. WELDING SHALL BE INSPECTED BY A QUALIFIED INSPECTOR. CERTIFICATION TO AWS CWI OR ACWI IS RECOMMENDED FOR VISUAL INSPECTION, AND ASNT-TC-1A LEVEL 2 OR 3 FOR DYE PENETRANT OR MAGNETIC PARTICLE WORK. A COPY OF THE WELDERS CERTIFICATION SHALL BE MAINTAINED AS PART OF THE PROJECT FILE. 3. ALL WELDS ARE SEAL WELDS AND ARE 1/4" FILLET WELDS UNLESS NOTED OTHERWISE. FOR ACCESS PORTS, WELDS SHALL DEVELOP FULL STRENGTH OF BASE METAL. 4. PAINT ALL WELD AFFECTED AREAS WITH ONE COAT OF ZINC RICH PRIMER AND TWO COATS OF ZINC RICH PAINT CONFORMING TO ASTM 780 AND IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ACCESS PORT INSTALLATION: 1. MARK THE REQUIRED OPENING ON THE POLE USING A RIM AS A TEMPLATE. CARE SHOULD BE TAKEN TO MINIMIZE THE ROOT OPENING (AWS TOLERANCES ALLOW A MAXIMUM OF 0.19). 2. CUT THE OPENING. NO FLAME CUTTING ALLOWED. GRIND EDGES OF THE OPENING ACHIEVING A BEVEL ANGLE OF 300 TO 450. REMOVE ZINC FROM THE WELD AREA PLUS 1/4" TO 1/2" (INCLUDING ZINC ON THE INSIDE SURFACE OF THE POLE). NOTE: ZINC SHALL NOT BE ALLOWED TO CONTAMINATE THE WELD AS THIS WILL GREATLY REDUCE THE STRENGTH OF THE CONNECTION. 3. POSITION THE RIM AND TACK WELD IN PLACE. FINISH WELDING THE RIM WITH A FULL PENETRATION WELD (DETAIL 3/S2). 4• INSPECT THE WELDS AND REPAIR GAVLANIZED COATING AS NOTED ABOVE. E '2 M I N 0 0 N m N rn 3 a rn 3 v N z 0 I Q o. � w' msrw�ok r�omr�iap wpPoc µp y[ryx:�y,p,{$ gWRlli iN[ AAOPFRIY aF Nak�fiD» 1�RSMl6� CORA011Ana�1. Xa'rllrl� Nauersan nr,Ay�ntia «oR n.c �c�rr�cs wxi z t" 1 0 18/27/021 Issued for Construction I No,I Date I Action I M 0 R R I S 0 N H E R S H F I E L D M 66 Perimeter Center East, Suite 600 Atlanta, GA 30346 Tel: (770) 379 8500 Fax: (770) 379 8501 www.morrisonhemhfield.com Client: SBA )))) COMMUNICATIONS 412 Cahaba valley Pelham, AL 35124 Project: PROFESSOR BOWL 901 TOWNE OAK UTILE ROCK, AR Drawing Title: GENERAL REINFORCEMENT NOTES SCOW Project No. as shown Designer. Date; SAS Drawn By: Checked By: SOP DWu Drawing File: Client Approval SBA -026 Revision No.4 Drawing No 0 11 N2 COMMUNICATIONS 0o Xor w�c a ,aX wus'r win' Iu �aCA(MlS .WO MN:I Cp9,�.TA1f13 Or Mfr i'�0(4 oR ' fi101��1 7w1A� aC m 'AtXF11f� P� fgGRill /PPlIWAL ALL x'414 4s Es bF IMG OWwWC .� ylrrnsepm rr n� umT xwslor� ur_ uc� wz Ni0 y9[{,SrX�TgXS AEH4X 7110 PppP017T aF 110Xrasavl XCXSNT7ELa CaRPaIaATIW. Xanlrit MogP�7N 1�A$HFlOD NW! 7XE ,IR�Xa[Cr w1L1 � NEp11E�lq W1157XtlCT� 116�'iaN Or Ti94 PAo-YCT- SBA COMMUNICATIONS 412 Cahaba Valley Inc. Pelham, AL 35124 Ir TOWER EXTENSION AND ACCESS PORT DETAILS PROFESSOR BOWL / AR 05007-A 901 TOWN E OAF[ LITTLE ROCK, AR CODE COMPLIANCE STRUCTURAL ANALYSIS AND EXTENSION DESIGN WERE CARRIED OUT IN ACCORDANCE WITH T1A/EIA-222-F FOR A BASIC WIND SPEED (FASTEST MILE) OF 70 MPH WITH 1/2- RADIAL ICE E o_ m N d I N 0 0 N m N rn n rn 3 v ai N 0 U) PROJECT DATA TOWER HEIGHT: 155 FEET (WITH NEW EXTENSION) TOWER TYPE. VALMONT MONOPOLE ORDER # 17389-98 ANALYSIS REPORT: MH PROJECT NO. 8023039: SBA -026 SAS-SBA-026-REPORT.DOC LIST OF DRAWINGS NO TITLE REVISION as shown T1 COVER SHEET 0 S1 ELEVATION 0 S2 EXTENSION A ACCESS PORT DETAILS 0 N1 GENERAL & STEEL NOTES 0 N2 WELDING AND ACCESS PORT NOTES 0 * >tr >rt RE01�1'Ri� �A bl— 1 0 1 8/27/02 1 Issued for Construction No. Date I Action M 0 R R I S 0 N H E R S H F1 E L D M 66 Perimeter Center East, Suite 600 Atlanta, GA. 30346 Tel: (770) 379 8500 Fax: (770) 379 8501 www.morrisonhershfield.com Client: SBA )))) COMMUNICATIONS 412 Cahabo Valley Pelham, AL 35124 Project: PROFESSOR BOWL 901 TOWNE OAK LITTLE ROCK, AR Drawing Title: COVER SHEET Scale: Project No. as shown 6023039/SBA-026 Designer. Date: SAS 08/27/02 Drawn By: Checked By: SOP DHu Drawing File: Client Approval SBA -026 Revision No.I Drawing No. 0 1 T1 COMMUNICATIONS SBA COMMUNICATIONS 412 Cahaba Valley Inc. Pelham, AL 35124 TOWER EXTENSION AND ACCESS PORT DETAILS PROFESSOR BOWL / AR 05007-A 901 TOWNE OAK LITTLE ROCU[, AR CODE COMPLIANCE STRUCTURAL ANALYSIS AND EXTENSION DESIGN WERE CARRIED OUT IN ACCORDANCE WITH TIA/EIA-222-F FOR A BASIC WIND SPEED (FASTEST MILD OF 70 MPH WITH 1/2- RADIAL ICE E 0- 00 N N O O N co N m 3 a rn 3 v co N 0 I a Ln PROJECT DATA TOWER HEIGHT: 153 FEET (WITH NEW EXTENSION) TOWER TYPE: VALMONT MONOPOLE ORDER tf 17389-98 ANALYSIS REPORT: MH PROJECT NO. 8023039: SBA -028 SAS-SBA-026-AEPORT.DOC LIST OF DRAWINGS N0, TITLE REVISION as shown T1 COVER SHEET 0 S1 ELEVATION 0 S2 EXTENSION a ACCESS PORT DETAILS 0 H1 GENERAL 3 STEEL NOTES 0 N2 WELDING AND ACCESS PORT NOTES 0 eo nor W- E w.wcs � MLW swoww swa. oc e,o.niartm rnp/r v -m wm +sr.v+..0 iu r.ryoce rs �[s Or AW :QM err nrtS 'ATV paRApM. ALL 00- ,wo sAm[rulrnwM nc ortasti*rr of uarensw+ mn corwaruror� woe VONIn" 1�IL'i1rIF10 MDM1 Iii 73,13PA kMill W X 1'I!]ILMG Od611nX?gM jQ,ypr OF na ReD1C[,T. *#f OPIUM -:;; /y 6 (- -L- I 0 I B/27/02 I Issued for Construction No.1 Date I Action M 0 R R I S 0 N H E R S H F I E L D M 66 Perimeter Center East, Suite 600 Atlanta, GA. 30346 Tel: (770) 379 8500 Fax: (770) 379 8501 www.morrisonhershfield.com Client: SBA )))) COMMUNICATIONS 412 Cahaha Valley Pelham, AL 35124 Project: PROFESSOR BOWL 901 TOWNE OAK LITTLE ROCK, AR Drawing Title: COVER SHEET Scale: Project No. as shown 5023039/SBA-026 Designer: Date: SAS 08/27/02 Drawn By: Checked By: Soo DHu Drawing File: Client Approval SBA -026 Revision No. Drawing No C I` T1 n EL. 155'-0" TOWER EXTENSION: NEW 18"0 SCH. 10 PIPE, A500 GRADE C, 46 KSI. 1 TOWER ELEVATION S1. SCALE: N.T.S. STANDARDS: TIA/EIA-222-F WIND SPEED: 70 MPH RADIAL ICE: 1/2" ANTENNA SCHEDULE ELEV. NO. OF ANTENNA TX -LINE COMMENT ANTENNAS MODEL SIZE 155' EL. 150'-0' EMS FS90-1 1 -00-DA2 ,S PROPOSED 155' Drawn By: 4 sop PROPOSED 148' N N DECIBEL DB980H9OT2 PANELS (6) 1-5/8" U 148' Y LOW PROFILE PLATFORM z EXISTING ~ (6) 0 (6) 1-3/4" EXISTING 135' U W (3) T -ARM MOUNTS N EXISTING cn (12) o (12) 7/8" EXISTING 101' LOW PROFILE PLATFORM UD 0 EL. 95'-2" M Y z ~ O U W N V) O g O EL. 47'-4" Q Y z ~ O r,.) U W I) U) O s O O EL. 0'-0" TOWER EXTENSION: NEW 18"0 SCH. 10 PIPE, A500 GRADE C, 46 KSI. 1 TOWER ELEVATION S1. SCALE: N.T.S. STANDARDS: TIA/EIA-222-F WIND SPEED: 70 MPH RADIAL ICE: 1/2" ANTENNA SCHEDULE ELEV. NO. OF ANTENNA TX -LINE COMMENT ANTENNAS MODEL SIZE 155' (3) EMS FS90-1 1 -00-DA2 (3) 1-1/4" PROPOSED 155' Drawn By: (3) STAND-OFF MOUNTS sop PROPOSED 148' (6) DECIBEL DB980H9OT2 PANELS (6) 1-5/8" EXISTING 148' LOW PROFILE PLATFORM EXISTING 135' (6) 6 FT. SCALA PANELS (6) 1-3/4" EXISTING 135' (3) T -ARM MOUNTS EXISTING 101' (12) CELWAVE APL868-013 PANELS (12) 7/8" EXISTING 101' LOW PROFILE PLATFORM EXISTING NOTE: 1. TRANSFER LIGHTNING ROD, IF PRESENT, TO TOP OF TOWER. PROVIDE EXTENSION TO MATCH EXISTING, TO LIGHTENING ROD DOWNRUN CABLE, IF PRESENT. SPLICE CABLE USING EXOTHERMAL CONNECTION. DO Nor SC,LE oRAw.cs DO",—t — Y — O. -O IS AND AOVSE CONSLILTANiS OF ANY rRRORS OR ON651ONS. NO VARIATIONS OR MDD n TANS TO woftx SIaWN SIALL IIE NPLnLDaED WRHOIR PROR WRTTEN APPROVAL AL1 PREVKWS MUM OF THIS ORAWNO ARE SU'at54TED BY THE UT REN9011 ALL DR WINOS AND SPECIFICATIONS RENAN THE PROPERTY OF NCRRISON HERSHFIELD CORPORATION. NEITHER WORRSON HERSHFIELD NOR THE ARCHITECT WILL DE PROAONO CO SIItlICRON REVIEW OF THIS PRO . s **ir REGISTERM PROFESSfOt+iAL ENG94M it No. # $12-�1D -2- 8/27/02 6/27/02 Issued for Construction Date Action M 0 R R I S 0 N HE R S H FI E L D M 66 Perimeter Center East, Suite 600 Atlanta, GA. 30346 Tel: (770) 379 6500 Fax: (770) 379 6501 www.morrisonhershfield.com Client: S BA )))) COMMUNICATIONS 412 Cahaba Valley Pelham, AL 35124 Project: PROFESSOR BOWL 901 TOWNE OAK LITTLE ROCK, AR Drawing Title: ELEVATION Scale: Project No. as shown 6023039/SBA-026 Designer. Date: SPS 08/27/02 Drawn By: Checked By: sop DHu Drawing File: Client Approval SBA -026 Revision No. I Drawing No 0 IIII S1 E CL N 0 0 N m N Q rn 3 N In N O I 4 ED to 3/8" THK. FLANGE PLATE (4) 11/16"0 HOLES FOR NEW 5/8"0 A325 BOLTS ON 21 "0 BOLT CIRCLE NEW MONOPOLE EXTENSION 18"0 SCH. 10 PIPE 5" A500 GR. C, 46 KSI NEW EXIT PORT (1 LOCATION) r S2 PROVIDE STEP BOLTS AT 12" CENTERS PROVIDE SAFETY CABLE 1" PLATE EXISTING 1.375" FLANGE PLATE DETAIL SCALE: 1"=l' -O" Fir—IM 3/8" THK. COVER PLATE CP i N CP (4) NEW 1 "0 A325 BOLTS ON 26.54"0 BOLT CIRCLE EXIST. MONOPOLE SHAFT i in N SECTION SCALE: 1-1/21'=1'-0" (1) NEW 5" x 10" OPENING REINFORCED WITH HSS/TS 10" x 5" x 5/8" @ 5" LONG ASTM A-500, GRADE "C", 50KSI YIELD. INSTALL IN ACCORDANCE WITH INSTRUCTIONS ON SHEET N1. LOCATE TO GIVE MIN. 6" CLEARANCE FROM STEP BOLTS. SEE DETAIL 3/S2 DETAIL OF OPENING N.T.S. NEW 8"0 PIPE COMPLETE PENETRATION WELD REINFORCING RING HSS SECTION m NOr SrillE wu xNcs 00NIR.c1oR W war ,ILL o.nmola ANO AOJ6E ooN51A.3N OF— aemas OR ON651p NO VA TONS OR NaOrtrwllols TO WORK s1aAT swul a NRIENOTm Wmart F\e01t rRIm1I APPROVAL ALL PREviolS ssu¢ OF TRS oR/DR ARE MO K`SPEC BY ON uTSr REV HE ALLPROPERTY OF ANO SPECIHKATONS RCORP THE PROPERTY aF EIORRISON HERSMFIEu) CORPO KE AR NEITHER NOnRI50N HERSHFIELO NOR — AR TM PR YEcT. BE PAaVIDRIG COMSOLUCIMIN REVIEW OF T16 PROIFLT. -�%/'C'z 08/27/02 Issued for Construction Vo. Dote Action M 0 R RI S 0 N H E R S H F 1E L D M 66 Perimeter Center East, Suite 600 Atlanta, GA 30346 Tel: (770) 379 8500 Fax: (770) 379 8501 www.morCisonhemhfield.com Client: SBA >>�� COMMUNICATIONS 412 Cahaba Valley Pelham, AL 35124 Project: PROFESSOR BOWL 901 TOWNE OAK LITTLE ROCK, AR Drawing Title: TOWER EXTENSION & ACCESS PORT DETAILS Scale: Project No. as shown 6023039/SBA-026 Designer: Date: SAS 08/27/02 Drawn By: Checked By: SOP u Drawing File: Client Approval SBA -026 Revision No. Drawing No - 0 S2 GENERAL: 16. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SAFEGUARD ALL EXISTING o wo , row9a.s a vrc aamns as «ssa,v as vNwiars as uoorr�no s`m Ywaw STRUCTURES OR BURIED SERVICES AFFECTED BY THIS CONSTRUCTION. CONTRACTOR IS irr mvu �vRcvwnaF nxs aaw�ac we A """`u16Tp` 1. ALL REFERENCES TO OWNER HEREIN SHALL BE CONSTRUED TO MEAN SBA OR IT'S ALSO RESPONSIBLE FOR TEMPORARILY RELOCATING ANY LINES OR STRUTS THAT ARE �e='M " TME 11110N Ho�no.o aoa n�ea� 'acrurEcr WN DESIGNATED REPRESENTATIVE. NECESSARY WHEN COMPLETING THE REQUIRED WORK. -1. 2. ALL WORK PRESENTED ON THESE DRAWINGS MUST BE COMPLETED BY THE CONTRACTOR 17. STRUCTURAL DESIGN IS FOR THE COMPLETE CONDITION ONLY. THE CONTRACTOR SHOULD UNLESS NOTED OTHERWISE. THE CONTRACTOR MUST BE EXPERIENCED IN THE PERFORMANCE MAKE ADEQUATE PROVISIONS FOR CONSTRUCTION STRESSES AND PROVIDE SUFFICIENT m�"tb' ..a'' SiATFD� ,Ih OF WORK SIMILAR TO THAT DESCRIBED HEREIN. BY ACCEPTANCE OF THIS ASSIGNMENT, THE TEMPORARY BRACING AND SHORING TO KEEP THE STRUCTURE PLUMB AND LEVEL DURING r �7r g ARI CONTRACTOR IS ATTESTING THAT HE DOES HAVE SUFFICIENT EXPERIENCE AND ABILITY, THAT ALL PHASES OF WORK.! �y HE IS KNOWLEDGEABLE OF THE WORK TO BE PERFORMED AND THAT HE IS PROPERLY LICENSED AND PROPERLY REGISTERED TO DO THIS WORK IN THE STATE AND/OR COUNTY IN 18. ALL DESIGN LOADINGS INDICATED ON THESE DRAWINGS ARE NOMINAL OR SERVICE (I.E. �R4� WHICH IT IS TO BE PERFORMED. UNFACTORED SERVICE) LOADINGS UNLESS OTHERWISE INDICATED. ON ANY NEW dr 3. THE GENERAL NOTES AND TYPICAL DETAILS ARE APPLICABLE TO ALL PARTS OF THE STRUCTURAL FRAMING, DO NOT EXCEED THE DESIGN LOADINGS INDICATED ON THESE STRUCTURE, AND SHALL BE READ IN CONJUNCTION WITH THE STRUCTURAL DRAWINGS AND DRAWINGS. PROJECT SPECIFICATIONS. 19. MEMBER REPLACEMENT SHALL BE PERFORMED ONLY DURING CALM DAYS (MAX. WIND /r 4. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING APPROVALS FROM ALL AUTHORITIES HAVING SPEED OF 10 MPH). REPLACE ONLY ONE MEMBER AT A TIME. JURISDICTION FOR THIS PROJECT, AND SHALL NOTIFY THE APPLICABLE JURISDICTIONAL (STATE, COUNTY OR CITY) ENGINEER 24 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION. 20. ALL WELDING SHALL BE CARRIED OUT UNDER GOOD WEATHER CONDITIONS (MAX. WIND 6 SPEED OF 10 MPH AND MINIMUM TEMPERATURE OF 50' F). PREHEATING MAY BE 5 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ABIDING BY ALL CONDITIONS AND CONSIDERED IF THE WORK MUST BE PERFORMED AT LOWER TEMPERATURES. 4 REQUIREMENTS OF THE PERMITS. 3 21- DO NOT SCALE DRAWINGS. 2 6. ERECT GUARDS AND BARRIERS PER APPLICABLE LABOR AND CONSTRUCTION SAFETY REGULATIONS. 22. DO NOT USE THESE DRAWINGS FOR ANY OTHER SITE. 1 0 .6/27/02 Issued for Construction 7. VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPANCIES TO THE ENGINEER/ARCHITECT 23, THE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF MORRISON HERSHFIELD No. Date Action BEFORE PROCEEDING WITH THE WORK. CORPORATION AND MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION. M 0 R R I S 0 N 8- ALL MATERIALS AND WORKMANSHIP SHALL BE WARRANTED FOR ONE (1) YEAR FROM DATE OF H E R S H F I E L D COMPLETED CONSTRUCTION. STRUCTURAL STEEL: MN 9. USE ONLY THE LATEST ISSUES OF ANY APPLICABLE CODES, STANDARDS OR REGULATIONS MENTIONED IN THE FOLLOWING NOTES AND SPECIFICATIONS UNLESS NOTED OTHERWISE. 1. DESIGN, FABRICATION AND ERECTION SHALL CONFORM TO TIA/EIA-222-F "STRUCTURAL STANDARDS FOR STEEL ANTENNA SUPPORTING STRUCTURES", AND 66 PerimeAtla Atter lanta. ter. 30346 uita 600 10. ALL WORKMANSHIP SHALL BE IN ACCORDANCE WITH ANSI, ASTM, ACI AND AISC STANDARDS AS AISC-ASD-1989, UNO. Tel: (770) 379 6500 Fax: (770) 379 6501 REFERENCED IN THE APPLICABLE CODE. www.morrisonhemhfield.com 11. 2. ALL STRUCTURAL STEEL TO BE NEW AND CONFORM TO THE FOLLOWING UNO. Client: STRUCTURAL ELEMENTS SHOWN ON THESE DRAWINGS ARE DESIGNED IN ACCORDANCE WITH A500 GRADE C, 46 KSI YIELD OR A572 GRADE 50. ALL BOLTS SHALL BE THE APPLICABLE BUILDING CODE_ ALL CONSTRUCTION, EXCEPT WHERE NOTED OTHERWISE, HIGH STRENGTH CONFORMING TO ASTM A325 TYPE 1 AND SHALL BE HOT DIP �� SHALL COMPLY WITH THAT CODE. GALVANIZED. ALL BOLTS SHALL BE FULLY PRETENSIONED USING THE TURN -OF 111 -THE-NUT METHOD. COMMUNICATIONS 12. ALL MATERIALS AND EQUIPMENT FURNISHED SHALL BE NEW AND OF GOOD QUALITY, FREE FROM FAULTS AND DEFECTS AND IN CONFORMANCE WITH THE DRAWINGS. ANY AND ALL 3. WHERE CONNECTIONS ARE NOT FULLY DETAILED ON THESE DRAWINGS, 412 Cahabo valley Pelham, AL 35124 SUBSTITUTIONS MUST BE DULY APPROVED AND AUTHORIZED IN WRITING BY THE OWNER AND FABRICATOR SHALL DESIGN CONNECTIONS TO RESIST LOADS AND FORCES WHERE ENGINEER PRIOR TO FABRICATION AND INSTALLATION. THE CONTRACTOR SHALL FURNISH SHOWN ON DRAWINGS AND AS OUTLINED IN SPECIFICATIONS. DRAWINGS SHALL BE Project: SATISFACTORY EVIDENCE AS TO THE KIND AND QUALITY OF THE MATERIALS AND EQUIPMENT SEALED BY THE FABRICATORS LICENCED ENGINEER. PROFESSOR BOWL BEING SUBSTITUTED. 4. PROVIDE ALL REQUIRED GUSSETS, SPACERS, FILLERS AND BATTEN PLATES. 901 TOWNE OAK LMLE ROCK, AR 13. ALL MANUFACTURER'S HARDWARE ASSEMBLY INSTRUCTIONS SHALL BE FOLLOWED EXACTLY AND SHALL SUPERSEDE ANY CONFLICTING NOTES ENCLOSED HEREIN. 5. MAKE NO HOLES IN ANY NEW OR EXISTING STUCTURAL STEEL MEMBER OTHER Drawing Title: 14. THAN THOSE SHOWN ON STRUCTURAL DRAWINGS WITHOUT APPROVAL BY THE GENERAL & STEEL E THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL ENGINEER. NOTES DO SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. THE CONTRACTOR IS M I ALSO RESPONSIBLE FOR ENSURING THAT ALL CONSTRUCTION PROCEDURES MEET THE 6. ALL EXPOSED STRUCTURAL STEEL (INCLUDING BOLTS, PACK WASHERS, PINS, REQUIREMENTS OF OSHA, THE OWNER AND OTHER APPLICABLE LOCAL, STATE AND FEDERAL C11 SAFETY REGULATIONS. ETC.) TO BE HOT -DIP GALVANIED IN ACCORDANCE WITH ASTM A153 AND A123. Scale: Project No. N FOR ALL WELDED CONNECTIONS TO BE GALVANIZED, PROVIDE WELDS ALL AROUND a5 spawn ro 15. ACCESS TO THE PROPOSED WORK SITE MAY BE RESTRICTED. THE CONTRACTOR SHALL OR ADD SEAL WELDS WHERE STRUCTURAL WELDS ARE NOT SPECIFIED. Designer: Date: SAS 08/27/02 Q COORDINATE INTENDED CONSTRUCTION ACTIVITY, INCLUDING WORK SCHEDULE AND MATERIAL Drawn By: Checked By: 3 ACCESS, WITH THE RESIDENT LEASING AGENT. 7. SUBMIT SHOP DRAWINGS FOR REVIEW BY THE ENGINEER PRIOR TO FABRICATION. Dr awing File: Client Approval Z N Revision No. Drawing No. O M 0 N1 WELDS: 1. ALL WELDING ELECTRODES SHALL BE E70XX. 2• ALL WELDING SHALL BE DONE IN ACCORDANCE WITH AWS D1.1 INCLUDING CERTIFIED WELDERS, QUALIFIED PROCEDURE AND SATISFACTORY WEATHER CONDITIONS. WELDING SHALL BE INSPECTED BY A QUALIFIED INSPECTOR. CERTIFICATION TO AWS CWI OR ACWI IS RECOMMENDED FOR VISUAL INSPECTION, AND ASNT—TC-1A LEVEL 2 OR 3 FOR DYE PENETRANT OR MAGNETIC PARTICLE WORK. A COPY OF THE WELDERS CERTIFICATION SHALL BE MAINTAINED AS PART OF THE PROJECT FILE. 3. ALL WELDS ARE SEAL WELDS AND ARE 1/4" FILLET WELDS UNLESS NOTED OTHERWISE. FOR ACCESS PORTS, WELDS SHALL DEVELOP FULL STRENGTH OF BASE METAL. 4. PAINT ALL WELD AFFECTED AREAS WITH ONE COAT OF ZINC RICH PRIMER AND TWO COATS OF ZINC RICH PAINT CONFORMING TO ASTM 780 AND IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ACCESS PORT INSTALLATION: 1. MARK THE REQUIRED OPENING ON THE POLE USING A RIM AS A TEMPLATE. CARE SHOULD BE TAKEN TO MINIMIZE THE ROOT OPENING (AWS TOLERANCES ALLOW A MAXIMUM OF 0.19). 2. CUT THE OPENING. NO FLAME CUTTING ALLOWED. GRIND EDGES OF THE OPENING ACHIEVING A BEVEL ANGLE OF 300 TO 450. REMOVE ZINC FROM THE WELD AREA PLUS 1/4" TO 1/2" (INCLUDING ZINC ON THE INSIDE SURFACE OF THE POLE). NOTE: ZINC SHALL NOT BE ALLOWED TO CONTAMINATE THE WELD AS THIS WILL GREATLY REDUCE THE STRENGTH OF THE CONNECTION. 3. POSITION THE RIM AND TACK WELD IN PLACE. FINISH WELDING THE RIM WITH A FULL PENETRATION WELD (DETAIL 3/S2). 4• INSPECT THE WELDS AND REPAIR GAVLANIZED COATING AS NOTED ABOVE. arr+ww .ua fvvr�s es�let a 77n br'wwe wu surparrxa n n< unxT �oeu, ru o um sa[crtrunu,e wcw 7n[ ��xnnr or yo�w,wu �rtRSHrea.o caava�,.ner<. orHrx wwarau urnsw�cia i+on na Heeixr�cr ru rc nrononc m.a'iwccraw urxw a n� rRnaocr. :'TATE pic'jh��r >Or >k EKXNNMft I 0 18/27/02 1 Issued for Construction No.1 Date I Action M 0 R R I S 0 N H E R S H FI E L D M 66 Perimeter Center East, Suite 600 Atlanta, CA. 30346 Tel: (770) 379 8500 Fax: (770) 379 8501 www.morrisonhershfield.com Client: SBA )))) COMMUNICATIONS 412 Cahaba Volley Pelham, AL 35124 Project: PROFESSOR BOWL 901 TOWNE OAK UT11E ROCK, AR Drawing Title: GENERAL REINFORCEMENT NOTES SCOIe: Project No. as shown Designer. Date: SAS Drawn Br Checked By SOP DHu Drawing File: Client Approval SBA -026 Revision No.I Drawing No 0 N2 COMMUNICATIONS SBA COMMUNICATIONS 412 Cahaba Valley Inc. Pelham, AL 35124 TOWER EXTENSION AND ACCESS PORT DETAILS PROFESSOR BOWL 1 AR 05007-A 901 TCWNE OAK LITTLE ROCK, AR CODE COMPLIANCE STRUCTURAL ANALYSIS AND EXTENSION DESIGN WERE CARRIED OUT IN ACCORDANCE WITH T1A/EIA-222—F FOR A BASIC WIND SPEED (FASTEST MILE) OF 70 MPH WITH 1/2- RADIAL ICE E PROJECT DATA TOWER HEIGHT: 153 FEET (WITH NEW EXTENSION) TOWER TYPE: VALMONT MONOPOLE ORDER J 17389-98 ANAL:(= REPORT: MH PROJECT NO. 8023039: SBA -028 SAS_SBA-026—REPORT.DOC LIST OF DRAWINGS NO, TITLE REVISION COVER T1 COVER SHEET 0 S1 ELEVATION 0 S2 EXTENSION A ACCESS PORT DETAILS 0 N1 GENERAL & STEEL NOTES 0 N2 WELDING AND ACCESS PORT NOTES 0 veHms���� revs rw � rnmAr.rrt= ai Nrr aexn o. ME WHSI11YCnOn ICYInI OF SF4 t l]CCT. �11Efi� F -a /y 6 t. •8/27/02 Issued for Construction Date Action M 0 R R I S 0 N HE R S H F I E L D M 66 Perimeter Center East, Suite 600 Atlanta, GA. 30346 Tel: (770) 379 8500 Fax: (770) 379 8501 www.morrisonhershfield.com Client: SBA >>)) COMMUNICATIONS 412 Cahaba Valley Pelham, AL 35124 Project: ' PROFESSOR BOWL 901 TOWNE OAK LITTLE ROCK, AR Drawing Title: COVER SHEET Scale: Project No. as shown 6023039/SBA-026 Designer: Date: SAS 08/27/02 Drawn By: Checked By: SOo DHu Drawing File: Client Approval SBA -026 Revision No. Drawing No. C T1 E CL. In 0 LO I ' N 0 0 N co N rn 0, to I � N 0 N EXTENSION: "0 SCH. 10 PIPE, RADE C, 46 KSI. 1 TOWER ELEVATION SI SCALE: N.T.S. STANDARDS: TIA/EIA-222-F WIND SPEED: 70 MPH RADIAL ICE: 1/2" ANTENNA SCHEDULE ELEV. NO. OF ANTENNA TX -LINE COMMENT ANTENNAS MODEL SIZE 155' (3) EMS FS90-1 1 -00-DA2 (3) 1-1/4" PROPOSED 155' (3) STAND-OFF MOUNTS PROPOSED 148' (6) DECIBEL DB980H9OT2 PANELS (6) 1-5/8" EXISTING 148' LOW PROFILE PLATFORM EXISTING 135' (6) 6 FT. SCALA PANELS (6) 1-3/4" EXISTING 135' (3) T -ARM MOUNTS EXISTING 101' (12) CELWAVE APL868-013 PANELS LOW PROFILE PLATFORM (12) 7/8" EXISTING 101' EXISTING NOTE: 1. TRANSFER LIGHTNING ROD, IF PRESENT, TO TOP OF TOWER. PROVIDE EXTENSION TO MATCH EXISTING, TO LIGHTENING ROD DOWNRUN CABLE, IF PRESENT. SPLICE CABLE USING EXOTHERMAL CONNECTION. 0o Nor sva.c ovntxs mNmcoR w,sr rawv nu a No ,esE mesur�Nes a- r.,r oaaa ort OM690N5, ra vwwnots oR r.00inc�nPRI m wqx s+vn/ swi Be rwnr nm OF 7 twat Nwr E N'PERSE ALL n THoas W RE or L orwwwo = s�rwsmm er me uR RtVIHE O RW OF WO srccm RSHFIE RMRP nes PROPFIin' OF MORRWMrxsN FIEL rARPOP E AR HWECTit MO RRISON HFJtSHFlELD NOR THE MOHIS WILL ee rRonomc rornrwrcrnN Rer�w OF Hers rrrnrrt.T. yt`f.67L9►��� camJ ATE Qp°� AR REGISTER® r PROFESSIONAL ENGINEM NO. 10M -0,/2.(/E) Z 0 18/27/021 Issued for Construction ! No. Date I Action M 0 R R I S 0 N H E R S H F IE L D M 66 Perimeter Center East, Suite 600 Atlanta, GA. 30346 Tel: (770) 379 8500 Fax: (770) 379 8501 www.morrisonhershfield.com Client: S BA >>>> COMMUNICATIONS 412 Cahaba Valley Pelham, AL 35124 Project: PROFESSOR BOWL 901 TOWNE OAK LITTLE ROCK, AR Drawing Title: ELEVATION Scale: Project No. as shown 6023039/SBA-026 Designer: Date: SAS 08/27/02 Drawn By: Checked By: sop DHu Drawing File: Client Approval SBA -026 1e� No. Drawing No. S1 E a_ 3/8" THK. FLANGE PLATE (4) 11/16"0 HOLES FOR NEW 5/8"0 A325 BOLTS ON 21 "0 BOLT CIRCLE NEW MONOPOLE EXTENSION 18"0 SCH. 10 PIPE 5" A500 GR. C, 46 KSI NEW EXIT PORT (1 LOCATION) 2 S2 PROVIDE STEP BOLTS AT 12" CENTERS PROVIDE SAFETY CABLE 1" PLATE EXISTING 1.375" FLANGE PLATE DETAIL SCALE: 1"=l'–O" 01 —3/8" THK. COVER PLATE CP I N CP (4) NEW 1 "0 A325 BOLTS ON 26.54"0 BOLT CIRCLE I j + 1 EXIST. MONOPOLE SHAFT Ln N' SECTION SCALE: 1-1/2"=1'-0" W 5" x 10" OPENING REINFORCED SS/TS 10" x 5" x 5/8" @ 5" LONG �-500, GRADE "C", 50KSI YIELD. _ IN ACCORDANCE WITH INSTRUCTIONS EET N1. LOCATE TO GIVE MIN. 6" L_„ .r,NCE FROM STEP BOLTS. SEE DETAIL 3/S2 DETAIL OF OPENING N.T.S. NEW 18" 0 PIPE COMPLETE PENETRATION WELD REINFORCING RING HSS SECTION Tx, Har 9 DPA4nJGi rDHTrocTOR I vERIEY ALL D.omola AID AO.'6E WlmilT WW ERImRS DR 04.s 0 S W VN Mow OR EE0061U11NTs TO WORIE 9gM1 9441 BE IPTFLaam rInIDIrt PFIOR rwnEH APPROVAL All. PItEVIO t W Es or ms auwHc ,wE AM WEC Tx THE IATESr Hf\mael ALL DR OF AHD SPECIFMATWTLS RCORP THE PROPERTY OF MORMON HERSMU CORPDRATION. HETTHER HORRLSON HER91FlE1D HOR THE ARCHITECT WILL BE PIm4WHJa C0T6lRlIO1gN RE�AEY OF T45 PROJECT. -� (y6//c,2- p 8/27/02 Issued for Construction Jo. Date Action M 0 R R I S 0 N HE R S H F I E L D M 66 Perimeter Center East, Suite 600 Atlanta, G4 30346 Tel: (770) 379 8500 Fax: (770) 379 8501 www.marrisonhamhfield.com Client: S BA >>�� COMMUNICATIONS 412 Cahaba Valley Pelham, AL 35124 Project: PROFESSOR BOWL 901 TOWNE OAK LITTLE ROCK, AR Drawing Title: TOWER EXTENSION & ACCESS PORT DETAILS Scale: Project No. as shown 6023039/SBA-026 Designer: Date: SAS 08/27/02 Drawn by: Checked By: SOP DHu Drawing File: Client Approval SBA -026 Revision No. Drawing No - 0 S2 GENERAL: 16. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SAFEGUARD ALL EXISTING °° wr s o canrunae °`""°°" ausroraz No vNwnoNs oR uaarriaara m worm 1. ALL REFERENCES TO OWNER HEREIN SHALL BE CONSTRUED TO MEAN SBA OR IT'S STRUCTURES OR BURIED SERVICES AFFECTED BY THIS CONSTRUCTION. CONTRACTOR IS ,a :ate eY T1E Al Al' r. uLowwNs "� W"G�"� R� "'E Rn ALSO RESPONSIBLE FOR TEMPORARILY RELOCATING ANY LINES OR STRUTS THAT ARE WRMSOH HFRSHnM- coRrartrE MORRISON HERSHFlELD NffECT DESIGNATED REPRESENTATIVE. NECESSARY WHEN COMPLETING THE REQUIRED WORK. M NOR 1HE ARCHffECT WILL 2. ALL WORK PRESENTED ON THESE DRAWINGS MUST BE COMPLETED BY THE CONTRACTOR 17. STRUCTURAL DESIGN IS FOR THE COMPLETE CONDITION ONLY. THE CONTRACTOR SHOULD UNLESS NOTED OTHERWISE. THE CONTRACTOR MUST BE EXPERIENCED IN THE PERFORMANCE MAKE ADEQUATE PROVISIONS FOR CONSTRUCTION STRESSES AND PROVIDE SUFFICIENT OF WORK SIMILAR TO THAT DESCRIBED HEREIN. BY ACCEPTANCE OF THIS ASSIGNMENT, THE TEMPORARY BRACING AND SHORING TO KEEP THE STRUCTURE PLUMB AND LEVEL DURING F AR AS �`a• CONTRACTOR IS ATTESTING THAT HE DOES HAVE SUFFICIENT EXPERIENCE AND ABILITY, THAT ALL PHASES OF WORK. � HE IS KNOWLEDGEABLE OF THE WORK TO BE PERFORMED AND THAT HE IS PROPERLY Y% e LICENSED AND PROPERLY REGISTERED TO DO THIS WORK IN THE STATE AND/OR COUNTY INPFOFU 18. ALL DESIGN LOADINGS INDICATED ON THESE DRAWINGS NOMINAL OR SERVICE (I.E. WHICH IT IS TO BE PERFORMED. ARE UNFACTORED SERVICE) LOADINGS UNLESS OTHERWISE INDICATED. ON ANY NEWftzgxn DO NOT EXCEED THE ON THESE 3. THE GENERAL NOTES AND TYPICAL DETAILS ARE APPLICABLE TO ALL PARTS OF THE STRUCTURAL FRAMING, DESIGN LOADINGS INDICATED STRUCTURE, AND SHALL BE READ IN CONJUNCTION WITH THE STRUCTURAL DRAWINGS AND DRAWINGS. PROJECT SPECIFICATIONS. 19. MEMBER REPLACEMENT SHALL BE PERFORMED ONLY DURING CALM DAYS (MAX. WIND 4- THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING APPROVALS FROM ALL AUTHORITIES HAVING SPEED OF 10 MPH). REPLACE ONLY ONE MEMBER AT A TIME. l (/— JURISDICTION FOR THIS PROJECT, AND SHALL NOTIFY THE APPLICABLE JURISDICTIONAL (STATE, COUNTY OR CITY) ENGINEER 24 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION. 20. ALL WELDING SHALL BE CARRIED OUT UNDER GOOD WEATHER CONDITIONS (MAX. WIND 6 SPEED OF 10 MPH AND MINIMUM TEMPERATURE OF 50' F). PREHEATING MAY BE 5 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ABIDING BY ALL CONDITIONS AND CONSIDERED IF THE WORK MUST BE PERFORMED AT LOWER TEMPERATURES. 4 3 REQUIREMENTS OF THE PERMITS. 21. DO NOT SCALE DRAWINGS. 2 6. ERECT GUARDS AND BARRIERS PER APPLICABLE LABOR AND CONSTRUCTION SAFETY REGULATIONS. 22. DO NOT USE THESE DRAWINGS FOR ANY OTHER SITE. 1 0 IB/27/02 Issued for Construction 7- VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPANCIES TO THE ENGINEER/ARCHITECT 23. THE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF MORRISON HERSHFIELD No. Date Action BEFORE PROCEEDING WITH THE WORK. CORPORATION AND MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION. M 0 R RI S 0 N 8- ALL MATERIALS AND WORKMANSHIP SHALL BE WARRANTED FOR ONE (1) YEAR FROM DATE OF HE COMPLETED CONSTRUCTION. R S H F I E L D 9- USE ONLY THE LATEST ISSUES OF ANY APPLICABLE CODES, STANDARDS OR REGULATIONS STRUCTURAL STEEL: MENTIONED IN THE FOLLOWING NOTES AND SPECIFICATIONS UNLESS NOTED OTHERWISE. 1. DESIGN, FABRICATION AND ERECTION SHALL CONFORM TO TIA/EIA-222—F 10. ALL WORKMANSHIP SHALL BE IN ACCORDANCE WITH ANSI, ASTM, ACI AND AISC STANDARDS AS "STRUCTURAL STANDARDS FOR STEEL ANTENNA SUPPORTING STRUCTURES", AND er 66 PermeAtla Atlanta. GA.er 30346uite 600 AISC—ASD-1989, UNO. Tel: (770) 379 8500 Fax: (770) 379 6501 REFERENCED IN THE APPLICABLE CODE. www.morfisonhemhfield.com 11. STRUCTURAL ELEMENTS SHOWN ON THESE DRAWINGS ARE DESIGNED IN ACCORDANCE WITH 2• ALL STRUCTURAL STEEL TO BE NEW AND CONFORM TO THE FOLLOWING UNO. Client: THE APPLICABLE BUILDING CODE. ALL CONSTRUCTION, EXCEPT WHERE NOTED OTHERWISE, A500 GRADE C, 46 KSI YIELD OR A572 GRADE 50. ALL BOLTS SHALL BE� HIGH STRENGTH CONFORMING TO ASTM A325 TYPE 1 AND SHALL BE HOT DIP BA SHALL COMPLY WITH THAT CODE. /lJ GALVANIZED. ALL BOLTS SHALL BE FULLY PRETENSIONED USING THE TURN—OF —THE—NUT METHOD. COMMUNICATIONS 12. ALL MATERIALS AND EQUIPMENT FURNISHED SHALL BE NEW AND OF GOOD QUALITY, FREE FROM FAULTS AND DEFECTS AND IN CONFORMANCE WITH THE DRAWINGS. ANY AND ALL 3. WHERE CONNECTIONS ARE NOT FULLY DETAILED ON THESE DRAWINGS, 412 Cohoba valley Pelham, AL 35124 SUBSTITUTIONS MUST BE DULY APPROVED AND AUTHORIZED IN WRITING BY THE OWNER AND FABRICATOR SHALL DESIGN CONNECTIONS TO RESIST LOADS AND FORCES WHERE ENGINEER PRIOR TO FABRICATION AND INSTALLATION. THE CONTRACTOR SHALL FURNISH SHOWN ON DRAWINGS AND AS OUTLINED IN SPECIFICATIONS. DRAWINGS SHALL BE Project: SATISFACTORY EVIDENCE AS TO THE KIND AND QUALITY OF THE MATERIALS AND EQUIPMENT SEALED BY THE FABRICATORS LICENCED ENGINEER. PROFESSOR BOWL BEING SUBSTITUTED. 13. ALL MANUFACTURER'S HARDWARE ASSEMBLY INSTRUCTIONS SHALL BE FOLLOWED EXACTLY AND 4. PROVIDE ALL REQUIRED GUSSETS, SPACERS, FILLERS AND BATTEN PLATES. 901 TOWNE OAK Um>_E ROCK, AR SHALL SUPERSEDE ANY CONFLICTING NOTES ENCLOSED HEREIN. 5. MAKE NO HOLES IN ANY NEW OR EXISTING STUCTURAL STEEL MEMBER OTHER Drawing Title: E14- THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL THAN THOSE SHOWN ON STRUCTURAL DRAWINGS WITHOUT APPROVAL BY THE GENERAL & STEEL m 00 SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. THE CONTRACTOR IS ENGINEER. NOTES ' ALSO RESPONSIBLE FOR ENSURING THAT ALL CONSTRUCTION PROCEDURES MEET THE REQUIREMENTS OF OSHA, THE OWNER AND OTHER APPLICABLE LOCAL, STATE AND FEDERAL 6. ALL EXPOSED STRUCTURAL STEEL (INCLUDING BOLTS, PACK WASHERS, PINS, scale: Project No. g SAFETY REGULATIONS. ETC.) TO BE HOT—DIP GALVANIED IN ACCORDANCE WITH ASTM A153 AND A123. N FOR ALL WELDED CONNECTIONS TO BE GALVANIZED, PROVIDE WELDS ALL AROUND as spawn SASDesigner.08/27/02 15. ACCESS TO THE PROPOSED WORK SITE MAY BE RESTRICTED. THE CONTRACTOR SHALL OR ADD SEAL WELDS WHERE STRUCTURAL WELDS ARE NOT SPECIFIED. Drawn By: Checked By: Q COORDINATE INTENDED CONSTRUCTION ACTIVITY, INCLUDING WORK SCHEDULE AND MATERIAL 3 ACCESS, WITH THE RESIDENT LEASING AGENT. 7. SUBMIT SHOP DRAWINGS FOR REVIEW BY THE ENGINEER PRIOR TO FABRICATION. SOP DHu Drawing File: client Approval SBA -026 z ui N Revision No Drawing No. O Io m Cn N1 E o_ M M N O cli of N a� Q rn 3 N z lo N O I m cn WELDS: 00 _' =_ ua .b,� araucwrs a rw rfemw. oa xo YMUTy4C aw MODFIrJAMG Tv woa« 1. ALL WELDING ELECTRODES SHALL BE E70XX. urnww � rrx+.ew vsuE: ar nss oewc � Ir TFS SAFM ldmw_ 4 u,o sar Hu+cKs oRp nx rM%YAn or 011 n 1[RSYF1aO aONPa/e/,TxM. Wr Mr]! w0�lniaN NOC4NnEla !MM1 THE ARGpRCr MILL �E �+6 C0�6'fnCZxfw q6\1W 2. ALL WELDING SHALL BE DONE IN ACCORDANCE WITH AWS D1.1 INCLUDING CERTIFIED WELDERS, QUALIFIED PROCEDURE AND SATISFACTORY WEATHER CONDITIONS. WELDING SHALL BE INSPECTED BY A QUALIFIED INSPECTOR. CERTIFICATION TO AWS CWI OR ACWI IS RECOMMENDED FOR VISUAL INSPECTION, AND ASNT—TC-1A LEVEL 2 OR 3 FOR DYE --;-(PTE Q.6 %0 PENETRANT OR MAGNETIC PARTICLE WORK. A COPY OF THE WELDERS CERTIFICATION SHALL r- � " BE MAINTAINED AS PART OF THE PROJECT FILE. s 3. ALL WELDS ARE SEAL WELDS AND ARE 1/4" FILLET WELDS UNLESS NOTED OTHERWISE. � FOR ACCESS PORTS, WELDS SHALL DEVELOP FULL STRENGTH OF BASE METAL. � >M 4. PAINT ALL WELD AFFECTED AREAS WITH ONE COAT OF ZINC RICH PRIMER AND TWO COATS OF ZINC RICH PAINT CONFORMING TO ASTM 780 AND IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ACCESS PORT INSTALLATION: 51 1 1. MARK THE REQUIRED OPENING ON THE POLE USING A RIM AS A TEMPLATE. CARE SHOULD 4 BE TAKEN TO MINIMIZE THE ROOT OPENING (AWS TOLERANCES ALLOW A MAXIMUM OF 0.19). 3 2 2. CUT THE OPENING. NO FLAME CUTTING ALLOWED. 1 GRIND EDGES OF THE OPENING ACHIEVING A BEVEL ANGLE OF 300 TO 450. REMOVE ZINC 0 8/2702 1 Issued for Construction FROM THE WELD AREA PLUS 1/4" TO 1/2" (INCLUDING ZINC ON THE INSIDE SURFACE OF No. Date Action THE POLE). NOTE: ZINC SHALL NOT BE ALLOWED TO CONTAMINATE THE WELD AS THIS WILL GREATLY REDUCE THE STRENGTH OF THE CONNECTION. M 0 R R I S 0 N 3. POSITION THE RIM AND TACK WELD IN PLACE. FINISH WELDING THE RIM WITH A FULL HERS H F I E L D PENETRATION WELD (DETAIL 3/S2). M 4• INSPECT THE WELDS AND REPAIR GAVLANIZED COATING AS NOTED ABOVE. 66 Perimeter Center East, Suite 600 Atlanta, GA 30346 Tel: (770) 379 8500 Fax: (770) 379 6501 www.morrisonhershfield.com Client: S BA >>i� COMMUNICATIONS 412 Cahaba Valley Pelham, AL 35124 Project: PROFESSOR BOWL 901 TOWNE OAK UTTLE ROCK, AR Drawing Title: GENERAL REINFORCEMENT NOTES Scale: Project No. as shown Designer, Date: SAS Drown By: Checked By: 0HU '522 Drawing Flc: Client Approval SBA -026 Revision No.I Drawing No 0 N2