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PLANS PREPARED FOR:
<br /> STRUCTURAL NOTES: NEW PIPE 3 STD x e'—o" LG.
<br /> APPLICABLE CODES STRUCTURAL STEEL NOTES: H—FRAME POST GALV. Sprint
<br /> NEW H—FRAME SEE C-7
<br /> 1. DESIGN & CONSTRUCTION OF ALL WORK SHALL CONFORM TO 1. STRUCTURAL STEEL MATERIALS CONFORM TO THE LATESTFOR UNISTRUT DETAILS
<br /> THE FOLLOWING CODES: EDITION OF APPLICABLE STANDARDS AND TO ALL APPUCABLE / 5'-5 1/2" y -PROJECT MANAGER
<br /> CODES AND REQUIREMENTS OF LOCAL AUTHORITIES HAVING
<br /> • 2015 INTERNATIONAL BUILDING CODE WITH WASHINGTON JURISDICTION, WHICHEVER IS MORE STRINGENT. ALL NEW SPRINT 4'x6'
<br /> STATE AMENDMENTS STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THEi '. _
<br /> • TLA-222—G LATEST APPLICABLE REQUIREMENTS OF AISC, ASTM, ACI, CRSI, EQUIPMENT PLATFORM I -
<br /> AWS AND ALL OTHER APPUCABLE STANDARDS
<br /> MFR.:SITE PRO 1 I
<br /> DESIGN LOADS: P/N:MEP46
<br /> 2. AU. STEEL SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM Q• ® • T' ---- 10590 WEST OCEAN AIR DRIVE
<br /> WIND LOAD: A123 UNLESS NOTED ON THE CONSTRUCTION DRAWINGS. I DIEGO, CA 92130
<br /> 110 MPH ULTIMATE DESIGN WIND SPEED 3. ROLLED STEEL SHAPES, PLATES AND BARS SHALL BE NO LESS \ —
<br /> — +— , — I O SAN D0_PLANSPREPAREDBY:
<br /> SEISMIC DESIGN CRITERIA: THAN 3/16 INCHES IN THICKNESS AND SHALL COMPLY WITH 1 I FULLERTON
<br /> SB = 1.369 Sos = 0.913 ASTM A-36 ASA MINIMUM. I I — i
<br /> NEW TELCO
<br /> St - 0.521 Sot - 0.521 }- - A le 4 wacHr 60 LBS
<br /> 4. STEEL PIPE SHALL COMPLY WITH ASTM A-501 OR ASTM A-53, I : is ? ENGINEERING DESIGN
<br /> SOIL SITE CLASS (ASSUMED) D TYPE E OR S, GRADE B. A-500 GRADE B STEEL MAY BE I :
<br /> SEISMIC DESIGN CATEGORY 0 SUBSTITUTED. e 1 I 1 1100 E WOODflELD ROAD.SUITE 500
<br /> N r ,,0
<br /> NEW SPRINT — I SCHAUMBURG NJINOIS 60173
<br /> 5. GALVANIZED STEEL GRATING SHALL BE A MINIMUM 1-1/4 INCH CABINET '' TEL:847-908-8400
<br /> GENERAL NOTES X 1/8 INCH AT 3/16 INCHES ON CENTER. 'i WGHT. 2700 LBS _ w 31S� C
<br /> 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FOLLOWING AU. 1 1,)�
<br /> 6. COLD FORMED CHANNELS, C'S AND Z'S USED AS GIRTS SHALL n j
<br /> GRADER TO THE REQUIREMENTS OF ASTM STANDARD A607 • • — ,q— :- [f rp EREBYENGINEERING UCENSETHAT E
<br /> LAWS, REGULATIONS, AND RULES SET FORTH BY FEDERAL, I I
<br /> STATE. AND LOCAL AUTHORMES WITH JURISDICTION OVER THE -44
<br /> v — It I HEREBY CERTIFY THAT THESE DRAWINGS WERE
<br /> PROJECT. THIS RESPONSIBILITY IS IN EFFECT REGARDLESS OF = PREPARED BY ME OR UNDER MY DIRECT
<br /> WHETHER THE LAW. ORDINANCE. REGULATION OR RULE IS I I • Z C! SUPERVISION AND CONTROL, AND TO THE BEST
<br /> 7. CONNECTIONS: I I I I � OF MY KNOWLEDGE AND BELIEF COMPLY WITH
<br /> MENTIONED IN THESE SPECIFICATIONS. - :THE REQUIREMENTS OF ALL APPLICABLE CODES.
<br /> 2. ALL WORK SHALL BE COMPLETED AS INDICATED ON THE
<br /> A. CONTRACTOR SHALL PROVIDE ALL HARDWARE \ Q — — — .— L
<br /> REQUIRED TO COMPLETE FIELD ERECTION OF J. jt
<br /> DRAWINGS, PROJECT SPECIFICATIONS, AND THE CONSTRUCTION a1+ O
<br /> STRUCTURE AS INDICATED BY CONTRACT DOCUMENTS • • • O4'
<br /> CONTRACT DOCUMENTS. O O NEW— PIPE 3 STD x 8'—O" LG. Op WAsyl
<br /> OR THESE SPECIFICATIONS. H—FRAME POST GALV. sO ,�� ... '1'cT fy
<br /> 3. THE CONTRACTOR SHALL HAVE AND MAINTAIN A VALID B. HIGH STRENGTH THREADED FASTENERS SHALL BE BOLT 1/2" WITH NEW FOOTPAD (4) — PE10 AMERICAN yP '( O�
<br /> CONTRACTOR'S UCENSE FOR THE LOCATION IN WHICH THE INSTALLED IN ACCORDANCE WITH NSC SPECIFICATIONS WASHER AND NUT (TYP. OF 4) EARTH ANCHORS r( ' '+4
<br /> WORK IS TO BE PERFORMED. FOR JURISDICTIONS THAT LICENSE FOR STRUCTURAL JOINTS USING ASTM A-325 BOLTS. (TYP. OF 4 PER CABINET) MFR.: SITE PRO 1 (TYP. PER FOOTPAD) '+ t ' `
<br /> INDIVIDUAL TRADES. THE TRADESMAN OR SUBCONTRACTOR USE A-325N BEARING—TYPE CONNECTION BOLTS }�
<br /> PERFORMING THOSE TRADES SHALL BE UCENSED. UNLESS NOTED OTHERWISE. (SEE ELEVATION) P/N: MPA)—L 52433��p AV
<br /> 4. FOLLOW ALL APPUCABLE RULES MID REGULATIONS OF THE C. GRATING MID PLATES SHALL BE FASTENED WITH 9 ,i%1SIS
<br /> OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) SADDLE CUPS. THE NECESSARY HOLES TO COMPLETE SCALE: 2 MINIM,Sll
<br /> STATE LAW AS DEFINED IN THE FEDERAL OCCUPATIONAL AU. PHASES OF CONSTRUCTION SHALL BE PROVIDED PLATFORM PLAN
<br /> AND1/2" = 1'-0" 1
<br /> SAFETY AND HEALTH ACT. AND CALLED OUT ON THE APPROVED SHOP DRAWING NOTICE:
<br /> DRAWINGS. ALL HOLES SHALL BE DRILLED OR THESE DOCUMENTS ARE CONFIDENTIAL AND ARE
<br /> 5. PRIOR TO THE SUBMISSION OF THE BID, THE CONTRACTOR PUNCHED PERPENDICULAR TO METAL SURFACES, THE SOLE PROPERTY OF SPRINT AND MAY NOT BE
<br /> SHALL VISIT THE JOB SITE, VERIFY ALL DIMENSIONS AND FLAME CUT OR BURNED HOLES WILL NOT BE REPRODUCED,DISSEMINATED OR REDISTRIBUTED
<br /> BECOME FAMILIAR WITH THE FIELD CONDITIONS. ANY PERMITTED. WITHOUT THE EXPRESS WRITTEN CONSENT OF
<br /> DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE 5'-5 1/2" NEW CABINET (TYP.) SPRINT.
<br /> PROJECT MANAGER. D. ALL UNFINISHED THREADED FASTENERS SHALL / /
<br /> COMPLY WITH ASTM A-307, GRADE A, REGULAR REVISIONS:
<br /> 6. DRAWING PLANS SHALL NOT BE SCALED. LOW—CARBON STEEL BOLTS AND NUTS WITH
<br /> DESCRIPTION
<br /> HEXAGONAL HEADS. NEW PIPE 3 STD
<br /> 7. THE CONTRACTOR SHALL NOT PROCEED WITH ANY WORK NOT BOLT 1/2" WITH WASHER \ (3 1/2' O.D.), H—FRAME
<br /> CLEARLY IDENTIFIED ON THE DRAWINGS WITHOUT THE PRIOR E. ALL HIGH STRENGTH THREADED FASTENERS SHALL BE AND NUT (TIP. OF 4 /1/ PP05T. SE PLAN FOR REV 1 7/18/19 ST 1
<br /> WRITTEN APPROVAL OF THE PROJECT MANAGER. HEAVY HEXAGONAL BOLTS AND NUTS WITH HARDENED PER CABINET) I i REV 0 7/10/18 MH 0
<br /> WASHERS, ALL FROM QUENCHED AND TEMPERED iREV t1 8/28/18 NH B
<br /> 8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MEDIUM CARBON STEEL COMPLYING WITH ASTM NEW U—BOLT 1/2"/
<br /> MATERIALS IN ACCORDANCE WITH MANUFACTURER A-325. 1/4" BACKER ATE I ! I (TYP. OF 2 0 EACH POST) REV A 5/11/18 PD A
<br /> RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE NOTED. QIP.)
<br /> 9. ALL MEANS AND METHODS OF CONSTRUCTION DEALING WITH I , — sr�CASCADE
<br /> TOWER CONSTRUCTION AND SAFETY. STEEL ERECTION, , , , , . +1 . .4 +I (1 _____a
<br /> ____.4TOP OF STEEL SE52XC205
<br /> EXCAVATIONS, TRENCHING, SCAFFOLDING. FORMWORK. FOLLOW MANUFACTURER, I —\ NEW FOOTPAD
<br /> ELECTRICAL AND WORK IN CONFINED SPACES ARE THE SOLE RECOMMENDATIONS FOR I W
<br /> RESPONSIBILITY OF THE CONTRACTOR. HOLE DIAMETER IN - NEW SPRINT 4'x6' (TIP. OF 4) SITE NAME:
<br /> FOOTING PAD (TYP.) / EQUIPMENT PLATFORM MFR.: SITE PRO 1
<br /> 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING. •I/ MFR.:SITE PRO 1 P/N: MPAD—L
<br /> PORT GARDNER
<br /> MAINTAINING. AND SUPERVISING AU. SAFETY PRECAUTIONS AND P N MEP46
<br /> (E1 RTH ORS
<br /> 4 — PE10 AMERICAN
<br /> PROGRAMS IN CONNECTION WITH THE WORK. , ,s '� e r2'i x �4,' ' SITE ADDRESS:
<br /> 11. THE CONTRACTOR SHALL BE EXPERIENCED IN THE x .4>Y,tr; ' cd;- z to r, i ;Ili ma.. PER FOOTPAD) 2599 MADISON ST.
<br /> PERFORMANCE OF WORK SIMILAR TO THAT DESCRIBED HEREIN. o ,� , 4 v ,,, >`S' -T° �> > �`• r r
<br /> BY ACCEPTANCE OF THIS ASSIGNMENT. THE CONTRACTOR IS ,��} v y ` % fi ry. Z a c, `�` 2 >c�
<br /> r� r <4 EVERETTWA 98203
<br /> �1:/. S,� w" G, ',`%Z• a / ��SyL cS(>� T r` 4W..,4>,,& �/, '
<br /> ATTESTING THAT HE DOES HAVE SUFFICIENT EXPERIENCE AND `,.y,. .v��>>>' s , , c,u .,-,�,� ;,,r} ..>`, A .,>,. �;, ,4, ,,,;Aa.
<br /> ABIUTY AND THAT HE IS KNOWLEDGEABLE OF THE WORK TO BE PROJECT:
<br /> PERFORMED. NOTE: EXISTING SUBGRADE 6" COMPACTED
<br /> DO MACRO AND
<br /> 12. THE CONTRACTOR SHALL PROVIDE SUFFICIENT TEMPORARY CONTRACTOR/GC/CM TO VERIFY SOILS. UNDISTURBED GRANULAR/DRAINAGE FILL
<br /> BRACING AND/OR SHORING OF AU. STRUCTURAL AND EXISTING SOIL CONDITIONS. EXISTING MIMO UPGRADE
<br /> NON—STRUCTURAL ELEMENTS DURING CONSTRUCTION UNTIL ALL SOIL CONDITIONS SHALL BE A MINIMUM
<br /> STRUCTURAL ELEMENTS HAVE BEEN PROPERLY INSTALLED. LOOSE FINE UN—COMPACTED SAND. IF NOTE: SI ET DES
<br /> SOIL CONDITIONS ARE OBSERVED TO BE USE METHOD OF ACCURATELY DEFINING THE PULLOUT
<br /> 13. INCORRECTLY FABRICATED. DAMAGED. OR OTHERWISE MLSF MNG BETTER (ILEI DENSE SANDS. SILTY CAPACITY OF PENETRATOR ANCHORS AT ANY SPECIFIC STRUCTURAL NOTES---
<br /> OR NONCONFORMING MATERIALS SHALL BE REPORTED TO THE GRAVE , VERY DENSE SAND OR CLAY) SITE. BY AN ON—SITE PROOF TEST OF THE ANCHOR AND DETAILS.a¢/'
<br /> AND )
<br /> PROJECT MANAGER ENGINEER. AND SHALL REQUIREND
<br /> NO ACTION IS REQUIRED. UNDER LOCAL COMMONS. N1'ALLED AND LOADED IN
<br /> APPROVAL PRIOR TO PERFORMING ANY REMEDIAL OR THE SAME MANNER AS FOR THE INTENDED APPLICATION.
<br /> CORRECTIVE ACTION. DWG INFORMATIOR SHEETNUMBelC
<br /> SCALE: DRAWN BY: ii
<br /> 1STRUCTURAL NOTES SCALE: N.T.S. 1 PLATFORM ELEVATION 1/2" = 1.-0" 3 CHECKED BY: S 1
<br /> PROJECT# 2019.0228.0007
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