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E-E <br /> S-7 I CJP NEW 20"Ox1 1/2"THK FLANGE <br /> EXISTING 3/16"THK NEW FLANGE PLATE TO PLATE W/11 3/8"0 I.D.HOLE <br /> MONOPOLE SHAFT NEW EXTENSION 45° <br /> NEW 26"0x1/4"THK _ I 1 NEW STANDARD PIPE <br /> RAIN CAP�� NEW 26"0x1 1/2"THK - 1 r �� �` 18"0x3/8"THK SHAFT <br /> 81.00 FT _ _ FLANGE PLATE NEW 5/8"0 PRE-TENSIONED ,,� 4.... 3 / i��i EXTENSIONvv v FLANGE BOLTS ON 15"B.C.gyp g) NUT oo LOCK WASHER <br /> I '.' <br /> • <br /> • <br /> 80.00 FT D-D I ^ O .•�.. .,�." t —— <br /> S-7 `- �• •` NEW 5/8"0 PRE-TENSIONED <br /> i/ \\\`,. /.. // FLANGE BOLTS ON 15"B.C. <br /> EXISTING PORTHOLE \\ •� /i (TYP 8) <br /> (BELOW)(TYP 3) NEW PORT HOLE <br /> (TYP 3) III <br /> EXISTING 20"0x3"THK <br /> INTERNAL FLANGE PLATE A325N BOLT <br /> 77.00 FT Q A-A BOTTOM CONNECTION B-B TOWER SECTION @ 64.0' TYPICAL BOLT ASSEMBLY <br /> S-7 I S-7 S-7 <br /> NEW PORT HOLE 6"x 12"x <br /> 5/8"x 3 1/2"MFR:NEWAVE, NUT oo FLAT WASHER <br /> MFR PART#PORT-6X12H, NEW 26"0x1 1/2"THK FLANGE PLATE <br /> INSTALLOR EQUIVALENT FR IN ACCORDANCE CJP ,.' <br /> W/16"0 I.D.HOLE <br /> WITH PORT HOLE NOTES NEW FLANGE PLATE TO <br /> NEW 11/16"0 FLANGE HOLES ON <br /> ON S-4 SHEET(TYP) NEW STANDARD PIPE NEW EXTENSION <br /> 18"0x3/8"THK SHAFT 45° T B.C. <br /> EXTENSION I 1 3, - (TYP 8) <br /> E70XX / / �� // NEW STANDARD PIPE A325N BOLT '•' <br /> CJP 18"0x3/8"THK SHAFT FULLY PRE-TENSION <br /> PORT HOLE TO 0 EXTENSION BOLTS,SEE NOTE 7 <br /> EXTENSION q 61) 45° <br /> (TYP)GON ;.• • '`4... �T,,c PRE-TENSIONED BOLT ASSEMBLY <br /> NED <br /> NEW STANDARD PIPE 16 , •i' •�• J 1 // FLANGE BO NEW 5/8"0 TS ON 2IOB.C. <br /> 18"0x3/8"THK SHAFT �� ` (TYP 4) <br /> EXTENSION NEW PORT HOLE -' p <br /> � <br /> W/KELLUM/J-HOOKS / <br /> (TYP 3) o- <br /> c-c PORTHOLE CONNECTION D-D TOWER SECTION @ 80.0' <br /> S-7 S-7 <br /> MORRISON HERSHFIELD <br /> 1455 Lincoln Parkway,Suite 500 <br /> Atlanta,GA 30346 <br /> Tel:770-379-8500 Fax:770-379-8501 <br /> NEW 5/8"0 PRE-TENSIONED NO. DATE DESCRIPTION BY wara.monisonhershfield.com <br /> FLANGE BOLTS ON 22"B.C. NOTES: REVISIONS <br /> (TYP 4)—\\1/4 <br /> 1. REFERENCE CROWN CASTLE APPROVED REINFORCEMENT COMPONENTS SITE NAME:MASONIC CENTER <br /> NEW 26"0x1/4"THK CATALOG FOR ADDITIONAL CLIMBING FACILITIES SPECIFICATIONS AND BU NUMBER:825709 <br /> RAIN CAP �— REQUIREMENTS. <br /> / \ WO NUMBER:2069806 <br /> 2. ALL HOLES SHALL BE SHOP FABRICATED,UNLESS NOTED OTHERWISE. SITE ADDRESS: <br /> 220 OLYMPIC BLVD. <br /> 3. FOR PORT HOLE INSTALLATION CRITERIA,REFER TO PORT HOLE NOTES EVERETT,WA 98203 <br /> 1::‘ ON S 4. SNOHOMISH COUNTY,USA <br /> 64.00 FT B-B I 4. ALL PORT HOLES MUST INCLUDE KELLEMS GRIP HOOKS/J-HOOKS. `� WAG <br /> L. \ / ENG/QA BY: KP/TH DATE: 03/01/22 <br /> S-7 OfWASI� <br /> 5. FULL ASSEMBLY TO BE HOT-DIP GALVANIZED PER ASTM A153/A153M,AS SY Y <br /> APPLICABLE. �Q ;IP C�O� DFT/QA BY:MV/MO DATE: 03/01/22 <br /> 63.00 FT A a Al. <br /> mc 6. ALL FLANGE BOLTS TO BE PRE-TENSIONED BEFORE INSTALLATION. <br /> NEW 20"0x1 1/2"THK a° = o- a a APRVD BY: YW DATE: 03/01/22 <br /> EXISTING 20"0x3"THK 7. FULLY PRE-TENSION FLANGE BOLTS USING THE"TURN OF NUT'METHOD ;� <br /> FLANGE PLATE 1.0 <br /> INTERNAL FLANGE PLATE IN ACCORDANCE WITH ACCORDANCE WITH AISC STEEL CONSTRUCTION G <br /> I A t�, 41 3 MH PROJECT:2200039.03/CN10-497R1 <br /> MANUAL(LATEST EDITION). 0 q . t. AL -1G, ww <br /> A-A E-E RAIN CAP DETAIL ‘. fr. :. �� SCALE:N.T.S. <br /> S-7 8. THE NEW SHAFT EXTENSION GRADE TO BE ASTM A53-B-35 <br /> S-7 <br /> --' <br /> EXISTING 3/16"THK 9. FLANGE PLATES TO BE ASTM A572 GRADE 50. TOWER <br /> DigitaMONOPOLE SHAFT bate:2022.0301 signed by <br /> EXTENSION <br /> ELEVATION VIEW INSTALLATION <br /> REV <br /> S-7 0 <br /> 7 ' ri <br />