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Plans a do PROPRIETARY INFORMATION Dell THE INFORMATIN CONTAINEN THIS SET OF . alp " ` C ONSTRUCTION O DOCUMENTS D IS I PRO RI ARY BY NATURE. � V � at�� F r ANY USE OR DISCLOSURE OTHER THAN THAT WHICH � Your world. RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED Approved [ � '` Conditionally Approved [ ] R See Letter to: Follow A INk [ ] Your world. Delivered p emtitN L er. 6 � l MAR 3 2011 � D PACIFIC TELECOM SERVICES, b G SA1Alf- ( LLC By: _ : ►a'.� Date: ® CIT OF 1_-, I�ARD 6UI� �ISO�� F INAL _ `� PR35 OFFICE COPY CONSTRUCTION DRAWINGS RICHARD B. HAL � 6975 SW SANDBURG RD 03-16- 2011 .,... 4 -- 4 • TIGARD, OR 97223 • • rp s ,- ,wA PROJECT INFORMATION VICINITY MAP DRAWING INDEX LEGAL DESCRIPTION 9 1 � 5 0� OF F PROJECT DESCRIPTION; \` ' $ . & , °� SHEET (DESCRIPTION Trio EXPIRATION DATE OF THE AT &T PROPOSES MODIFY AN EXISTING UNSTAFFED ANTENNAS ( TELECOMMUNICATION FACILITY BY REPLACING (3) TDMA ANTENNAS SW Hampton St , T -1 TITLE SHEET LICENSE: 06130/12 (I PER SECTOR) ) WITH (3) NEW LTE PANEL ANTENNAS (1 PER SECTOR), (6) RRH UNITS (2 PER SECTOR), (3) SURGE Sly \ 3+ ,, z GI `� '' SURGE SUPPRESSION BOXES. (1) POWER /FIBER JUNCTION BOX AND (1) GPS ANTENNA -- ALL MOUNTED AT ANTENNA H M=Ikn Rd LEVEL ON THE ROOF OF AND EXIS 3 -STORY COMMERCIAL OFFICE BUILDING. INSTALLATION ALSO INCLUDES THE � � � � \ o ,\ `,,, � G -1 GENERAL NOTES r 91 ��, G -2 GENERAL NOTES &SYMBOLS ADDITION OF LTE EQUIPMENT INSTALLED WITHIN AN EXISTING 19' TELCO RACK LOCATED WITHIN AN AT &T ACCESSORY F EQUIPMENT ROOM WITHIN THE SAME BUILDING. 1 .-- 1 217 I , . 1 IV A -1 OVERALL SITE PLAN �` \ ! a I •Y A-2 EXISTING ENLARGED ROOF PLAN APPLICANT; PROPERTY OWNER: _ ! t A - PROPOSED ENLARGED ROOF PLAN \ EXISTING & PROPOSED ANTENNA LAYOUTS AT &T MOBILITY AMERICAN PROPERTY MANAGEMENT SW (r I p_q I RTC BUILDING 3 2154 NE BROADWAY - �r 4 T r i , A - EXISTING & PROPOSED EQUIPMENT LAYOUTS 16221 NE 72ND WAY PORTLAND, OR 97212 REDMOND, WA 98052 PH. (503) 284 -2148 - I '. G• A -6 EXISTING & PROPOSED EAST ELEVATIONS 16 'P A -7 EQUIPMENT DETAILS CODE INFORMATION: RF -1 EXISTING & PROPOSED A NTENNA SITE PROPERTY MANAGER: • • \ 3 ^ 1 j Q Q i ZONING CLASSIFICATION. C -P NAME: PHIL HANSON SW Cher Dr Gf , I ' _ a CONFIGURATIONS 0 CV AS � PH• (503) 624 -8240 Cherry ® \ ' N - ,1 RF -2 RF DETAILS jjj CONSTRUCTION TYPE [E] ILA (N) 116 • \ \, ' ., � • 1 1 Fr 7 I` OCCUPANCY [E] B (N) S -2 TEAM LEAD; \' , \ l \ i Cotie E- 1 GROUNDING SCHEMATIC PLAN M Z JURISDICTION cmr OF TIGARD GOODMAN NETWORKS \\ �� SL SW Tech Center Dr E -2 GROUNDING DETAILS CURRENT USE. UNSTAFFED TELECOMMUNICATION FACILITY 8815 122ND AVE NE 0 .• '4J KIRKLAND, WA 98033 1 SITE •; I II , Kruse 0 W PROPOSED USE. UNSTAFFED TELECOMMUNICATION FACILITY CONTACT. WENDY LONG ∎\ BUILDING CODE: IBC 2009 PH: (206) 321 -1116 \\ �� SITE LOCATION: (BASED ON NAD B3); SITE ACQUISITION; :'., ei; 2 H LATITUDE: 47' 25' 17 5' N PACIFIC TELECOM SERVICES, LLC ' '. \, P LONGITUDE 122' 44 50.5' W 568 FIRST AVENUE. S., SUITE 650 • Dr Z TOP OF STRUCTURE AGL: 66' -0' SEATTLE, WA 98104 f ,60; .'9,5i BASE OF STRUCTURE AMSL TBD CONTACT DOUG BROWN ` I O - PH: (309) 531 -2278 CO � 1 PARCEL NUMBER($); PFRMITTING; SW Bonita Rd I Bonita Rd Bonita Rd 1 2SIOIDD00101 , PACIFIC TELECOM SERVICES, LLC 568 FIRST AVENUE. S.. SUITE 650 SEATTLE, WA 98104 CONTACT: DOUG BROWN DRIVING DIRECTIONS ABBREVIATIONS PH. (309) 531 -2278 START FROM PORTLAND INTERNATIONAL AIRPORT. A/C AIR CONDITIONING HORZ HORIZONTAL PLYWD PLYWOOD CONSTRUCTION MANAGER; AGL ABOVE GROUND LEVEL HR HOUR PROJ PROJECT APPROX APPROXIMATELY HT HEIGHT PROP PROPERTY PACIFIC TELECOM SERVICES. LLC DEPART FROM PORTLAND INTERNATIONAL AIRPORT, OR 0 2 MI HVAC HEATING PT PRESSURE TREATED 568 FIRST AVENUE. S., SUITE 650 BLDG BUILDING VENTILATION REVISIONS RIGHT ONTO NE AIRPORT WAY 2 2 NI SEATTLE, WA 98104 BLK BLOCKING AIR CONDITIONING RED REQUIRED CONTACT: PAT HEALY TAKE RAMP RIGHT FOR 1 -205 SOUTH / VETERANS MEMORIAL HWY TOWARD SALEM / PORTLAND 3 I MI RM ROOM NO DATE DESCRIPTION INITIAL PH (425) 471 -3553 AT EXIT 21B, TAKE RAMP RIGHT FOR 1 -84 WEST / US -30 WEST / BANFIELD EXPY TOWARD PORTLAND 5.5 MI CLG CEILING D NSIDE DIAMETER RO ROUGH OPENING A In/N/aIII ISSUED FOR PCO REVIEW RC TAKE RAMP LEFT FOR I -5 SOUTH TOWARD SALEM / BEAVERTON 9.2 MI CLR CLEAR N NCH - AT EXIT 292, TAKE RAMP RIGHT FOR SR -217 KRUSE WAY TOWARD BEAVERTON 71CARD 0.3 CONC CONCRETE NFO NFORMATION SHT SHEET 0 IDJIIj101I 61ED 150 MIL Lp16TW TI0N NM RF ENGINEER; / / MI CONS? CONSTRUCTION NSUL NSULATION SIM SIMILAR AT &T MOBILITY TURN RIGHT ONTO SR -217 NORTH / BEAVERTON- TIGARD HWY 0 2 MI CONT CONTINUOUS NT NTERIOR SPEC SPECIFICATION CONTACT KUNG -LIANG UN AT EXIT 7, TAKE RAMP RIGHT AND FOLLOW SIGNS FOR 72ND AVE. 0.3 MI BC NTERNATIONAL SF SQUARE FOOT GENERAL INFORMATION; PH: (425) 698 -7825 TURN LEFT ONTO SW 72ND AVE 0 4 MI DBL DOUBLE BUILDING CODE SS STAINLESS STEEL 1. PARKING REQUIREMENTS ARE UNCHANGED DIA DIAMETER STL STEEL . 2 TRAFFIC IS UNAFFECTED. TURN LEFT ONTO SW SANDBURG ST 0.1 MI DIAL DIAGONAL LBS POUNDS STRUCT STRUCTURAL DN DOWN STD STUD ARRIVE AT 6975 SW SANDBURG ST, PORTLAND, OR 97223 -8073 ON THE LEFT DET DETAIL MAX MAXIMUM SUSP SUSPENDED DWG DRAWING HECH MECHANICAL ' APPROVAL DATE SIGNATURE APPROVAL DATE SIGNATURE MTL METAL THRU THROUGH - EA EACH MFR MANUFACTURE TNNG TINNED PROJECT TEAM RF ENGINEER: LANDLORD: ELEV ELEVATION MGR MANAGER TIP TYPICAL NOT FOR CONSTRUCTION UNLESS ELEC ELECTRICAL MIN MINIMUM LABELED AS CONSTRUCTION SET RF MANAGER SITE ACQUISITION: EO EQUAL MISC MISCELLANEOUS LINO UNLESS NOTED OTHERWISE EQUIP EQUIPMENT PROJECT ARCHITECT PROJECT CONSULTANT PROJECT CONSULTANT OPPS MANAGER ZONING AGENT EXT EXTERIOR NA NOT APPLICABLE VERT VERTICAL NIC NOT IN CONTRACT VIF VERIFY IN FIELD SHEET TITLE RICHARD B. HALL, AlA PACIFIC TELECOM SERVICES, LLC GOODMAN NETWORKS CONSTR MANAGER: PROJECT MANAGER: FIN FINISH NTS NOT TO SCALE TITLE SHEET PACIFIC TELECOM SERVICES, LLC 568 FIRST AVENUE, S. SURE 650 8815 122ND AVE NE FLUOR FLOURESCENT W/ WITH 568 FIRST AVENUE, S., SUITE 650 SEATTLE, WA 98104 KIRKLAND, WA 98033 NS8 MANAGER. CONSTR MANAGER- FLR FLOOR OC ON CENTER W/O WITHOUT SEATTLE, WA 98104 CONTACT KATIE KENNEY PH' (206) 321 -1116 TRANSPORT. FT FOOT OD OUTSIDE DIAMETER WP WATER PROOF CONTACT' ROBERT LEIGHTON PH: (206) 909 -9454 PH• (206) 464 -4402 EQUIP ENGINEER: GA GAUGE SHEET NUMBER EMAIL. RLEIGHTONOPTSWA COM GALV GALVANIZED COMPLIANCE GC GENERAL CONTRACTOR GRAND GROUND _. 1 REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED GYP BD GYPSUM WALL BOARD THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED GENERAL NOTES: 1. THE CONTRACTOR SHALL NOTIFY TOWER NETWORK CARRIER OF ANY 22. ALL EXISTING CONSTRUCTION. EQUIPMENT. AND FINISHES NOTED TO BE 49. GENERAL CONTRACTOR IS TO COORDINATE ALL POWER INSTALLATION - ERRORS. OMISSIONS. OR INCONSISTENCIES AS THEY MAY BE DISCOVERED REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND WILL WITH POWER COMPANY AS REQUIRED. CONTRACTOR TO REPORT POWER IN PLANS. DOCUMENTS, NOTES, OR SPECIFICATIONS PRIOR TO STARTING BE REMOVED FROM THE SITE WITH THE FOLLOWING EXCEPTIONS INSTALLATION COORDINATION SOLUTION(S) TO NETWORK CARRIER • /� +�+ CONSTRUCTION INCLUDING, BUT NOT LIMITED BY, DEMOUTION. THE PROPERTY NOTED TO BE RETURNED TO THE OWNER REPRESENTATIVE, PROJECT CONSTRUCTION MANAGER AND ARCHITECT. vv a ` ` CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY ERROR. B. PROPERTY NOTED TO BE REMOVED BY THE OWNER, OMISSION. OR INCONSISTENCY AFTER THE START OF CONSTRUCTION WHICH 50. ANY SUBSTITUTIONS OF MATERIALS AND /OR EQUIPMENT, MUST BE YOH world. Daewoo, HAS NOT BEEN BROUGHT TO THE ATTENTION OF TOWER NETWORK CARRIER 23 THE GOVERNING AGENCIES, CODE AUTHORITIES. AND BUILDING INSPECTORS APPROVED BY TOWER NETWORK CARRIER CONSTRUCTION MANAGER. CONSTRUCTION PROJECT MANAGER AND SHALL INCUR ANY EXPENSES TO SHALL PROVIDE THE MINIMUM STANDARDS FOR CONSTRUCTION TECHNIQUES. RECTIFY THE SITUATION THE MEANS OF CORRECTING ANY ERROR SHALL MATERIALS, AND FINISHES USED THROUGHOUT THE PROJECT. TRADE 51. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REMEDY • FIRST BE APPROVED BY TOWER NETWORK CARRIER CONSTRUCTION STANDARDS AND /OR PUBLISHED MANUFACTURERS SPECIFICATIONS MEETING ALL FAULTY. INFERIOR. AND /OR IMPROPER MATERIALS. DAMAGED GOODS. PROJECT MANAGER. OR EXCEEDING DESIGN REQUIREMENTS SHALL BE USED FOR INSTALLATION AND /OR FAULTY WORKMANSHIP FOR ONE (1) YEAR AFTER THE PROJECT IS 2 PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT COMPETE AND ACCEPTED UNDER THIS CONTRACT: UNLESS NOTED OTHERWISE THE JOB SITE SUBMISSION FAMILIARIZE THEMSELVES WITH ALL OLV 24. WHEN REQUIRED STORAGE OF MATERIALS OCCURS, THEY SHALL BE EVENLY IN THE CONTRACT BETWEEN THE OWNER AND THE CONTRACTOR. TH JOI PROJECT CONTRACTORS ITH ALL PRIOR TO THE CONDITIONS I DISTRIBUTED OVER ROUGH FRAMED FLOORS OR ROOFS SO AS NOT TO (EXCEPTION) THE ROOFING SUBCONTRACTOR SHALL FURNISH A MAINTENANCE AFFEC1 BG THE PROPOSED OF CONSTRUCTION, THE CONTRACTOR HAVING BEEN EXCEED THE DESIGNED LIVE LOADS FOR THE STRUCTURE. TEMPORARY AGREEMENT FOR ALL WORK DONE, COSIGNED BY THE GENERAL CONTRACTOR, AWARDED THIS PROJECT SHALL VISIT THE CONSTRUCTION SITE WITH THE SHORING AND /OR BRACING IS TO BE PROVIDED WHERE THE STRUCTURE HAS TO MAINTAIN THE ROOFING IN A WATERTIGHT CONDITION FOR A PERIOD OF CONSTRUCTION /CONTRACT DOCUMENTS TO VERIFY FIELD CONDITIONS AND NOT ATTAINED THE DESIGN STRENGTH FOR THE CONDITIONS PRESENT. TWO (2) YEARS STARTING AFTER THE DATE OF SUBSTANTIAL COMPLETION OF PACIFIC TELECOM SERVICES, CONFIRM THAT THE PROJECT WILL BE ACCOMPLISHED AS SHOWN PRIOR THE PROJECT, UNLESS OTHERWISE WRITTEN IN THE CONTRACT BETWEEN THE LLC TO PROCEEDING WRH LONSTRULTION, ANY ERRORS, OMISSIONS, OR 25 PRIOR TO THE POURING OF ANY NEW SLAB OVER AN EXISTING SLAB THE OWNER AND THE CONTRACTOR. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS. CHASES. AND ARCHITECT /ENGINEER VERBALLY AND IN WRITING. EQUIPMENT WHICH ARE TO BE IMPLEMENTED INTO THE NEW WORK. ALL 52. THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION FOR THE SAFETY ITEMS DESIGNATED TO BE ABANDONED SHALL BE NOTED AND DISCUSSED OF THE OWNER'S EMPLOYEES, WORKMEN, AND ALL TIMES DURING THE 3. FOR COLLOCATION SITES CONTACT TOWER OWNER REPRESENTATIVE FOR WITH THE OWNER AND TOWER NETWORK CARRIER CONSTRUCTION PROJECT CONSTRUCTION OF THE PROJECT. PARTICIPATION IN BID WALK. MANAGER AS PART OF THE AS -BUILT DRAWING PACKAGE. 26. SEAL ALL PENETRATIONS THROUGH FIRE -RATED AREAS WITH U L. LISTED OR 53 THE CONTRACTOR SHALL BE REQUIRED TO PAY FOR ALL NECESSARY PERMITS 4 NOT USED AND /OR FEES WITH RESPECT TO THE WORK TO COMPLETE THE PROJECT /� FIRE MARSHALL APPROVED MATERIALS IF APPLICABLE TO THIS FACILITY AND BUILDING PERMIT APPLICATIONS SHALL BE FILED BY THE OWNER OR HIS tS Vp OR PROJECT SITE. REPRESENTATIVE. CONTRACTOR SHALL OBTAIN PERMIT AND MAKE FINAL �•( 5. THE ARCHITECTS /ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN PAYMENT FOR SAID DOCUMENT. THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF 27. BUILDING INSPECTORS AND /OR OTHER BUILDING OFFICIALS ARE TO BE NY ~ RICHARD B. HAL j �r� WORK. CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED THAT NOTIFIED PRIOR TO ANY GRADING. CONSTRUCTION. AND AM' OTHER PROJECT 54 NOT USED MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS EFFORT AS MANDATED BY THE GOVERNING AGENCY. No / � _ 4 SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND ,.. . IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. 28. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF 55. TOWER NETWORK CARRIER WILL REVIEW AND APPROVE SHOP DRAWINGS AND 41 THE BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN WRITING) NOT LESS THAN 2 -A OR 2 -A108C WITHIN 75 FEET TRAVEL DISTANCE TO SAMPLES FOR CONFORMANCE WITH DESIGN CONCEPT. TOWER NETWORK / • THE ARCHITECT /ENGINEER OF ANY CONFLICTS. ERRORS, OR OMISSIONS PRIOR ALL PORTIONS OF PROJECT AREA DURING CONSTRUCTION CARRIER PROJECT APPROVAL OF A SEPARATE ITEM SHALL NOT INCLUDE tJS SE' , WA c p' TO SUBMISSION OF CONTRACTOR'S PROPOSAL. IN THE EVENT OF APPROVAL OF AN ASSEMBLY IN WHICH THE REM FUNCTIONS DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR 29. , COMPLETED, LOCAL SECURITY 29 THE PROJECT WHEN COMPLETED SHALL COMPLY WITH LOCA 5008 EXTENSIVE WORK. UNLESS DIRECTED OTHERWISE. CODES AND TIRE -24 ENERGY CONSERVATION REQUIREMENTS. (TITLE -24 56. ALL ANTENNAS MOUNTED ON ROOF SUPPORT FRAMES TO BE PROVIDED BY WHEN APPUCABLE) TOWER NETWORK CARRIER COMMUNICATIONS 6. DRAWINGS ARE NOT TO BE SCALED UNDER ANY CIRCUMSTANCE TOWER NETWORK �� OF O* 'w CARRIER IS NOT RESPONSIBLE FOR ANY ERRORS RESULTING FROM THIS PRACTICE 30. ALL GLASS AND GLAZING IS TO COMPLY WITH CHAPTER 54 OF THE U S. 57. CONTRACTOR TO PROVIDE TRENCH AS REQUIRED TO INSTALL BOTH 1+ WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE SHOWN ON PLANS CONSUMER SAFETY COMMISSION - SAFETY STANDARDS FOR ARCHITECTURAL ELECTRICAL AND TELEPHONE UNDERGROUND CONDUITS ( #40 PVC) PER S C E. EXPIRATION DATE OF THE GLAZING MATERIALS (42 FR 1428. CFR PART 1201) AND LOCAL SECURITY WORKORDER BACKFILL WITH CLEAN SAND AND COMPACT TO THE 7. OWNER, CONTRACTOR, AND TOWER NETWORK CARRIER CONSTRUCTION REQUIREMENTS. SATISFACTION OF THE DISTRICTS INSPECTOR REPLACE FINISH GRADE WITH LICENSE: 06130(12 PROJECT MANAGER SHALL MEET JOINTLY TO VERIFY ALL DRAWINGS AND MATCHING MATERIALS (GRASS, ASPHALT, CONCRETE. ETC.) SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. 31 CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS. EASEMENTS. PAVING, CURBING. ETC DURING CONSTRUCTION 58. CONTRACTOR TO PROVIDE HEAVY STEEL PLATES AT OPEN TRENCHES FOR 8 THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO UPON COMPLETION OF WORK, CONTRACTOR SHALL REPAIR ANY DAMAGE SAFETY AND TO PROTECT EXISTING GROUND SURFACES FROM HEAVY PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE EQUIPMENT UTIUZED DURING CONSTRUCTION. CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS /CONTRACT DOCUMENTS PROPERTY. 9. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED 32 CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE 59. CONTRACTOR TO PATCH AND REPAIR ALL GROUND SURFACES WITHIN THE MO HOURS TO AVOID DISTURBING NORMAL BUSINESS DURING CONSTRUCTION AND DISPOSE OF ALL DIRT. DEBRIS. AND RUBBISH. MAINTAIN EXISTING ARES TING SURRFF NECESSARY DRAINAGE TO PROVIDE A UNIFORM SURFACE AND MAINTNTAIN E CONTRACTOR SHALL REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON GE SLOPES 10. THE CONTRACTOR SHALL PROVIDE TOWER NETWORK CARRIER PROPER INSURANCE THE PROPERTY OR PREMISES. SITE SHALL BE LEFT IN CLEAN CONDITION 60 CONTRACTOR TO REPLACE LANDSCAPE VEGETATION THAT WAS DAMAGED DUE CERTIFICATES NAMING TOWER NETWORK CARRIER AS ADDITIONAL INSURED, AND AND FREE FROM PAINT SPOTS. DUST, OR SMUDGES OF ANY NATURE. TO CONSTRUCTION, AND TO MODIFY REMAINING IRRIGATION UNES TO TOWER NETWORK CARRIER PROOF OF UCENSE(S) AND PE A PD INSURANCE. 33. NEW CONSTRUCTION ADDED TO EXISTING CONSTRUCTION SHALL MATCH IN OPERATING CONDITION, PROVIDING FULL COVERAGE TO IMPACTED AREAS 11. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN FORM. TEXTURE. FINISH, AND IN MATERIALS EXCEPT AS NOTED IN THE PLANS 61. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND /OR ANTENNA THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY AND SPECIFICATIONS FRAMES WHERE PENETRATION OF EXISTING ROOFING MATERIALS OCCUR. ce ce RESPONSIBLE FOR ALL CONSTRUCTION MEANS. METHODS, TECHNIQUES. THE GENERAL CONTRACTOR SHALL COORDINATE WITH BUILDING OWNER AND SEQUENCES, AND PROCEDURES FOR COORDINATING ALL PORTIONS OF THE 34 THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BACKING. BLOCKING, BUILDING ROOFING CONTRACTOR OF RECORD FOR INSTALLATION, PATCH, CO CV WORK UNDER THE CONTRACT AND /OR SLEEVES REQUIRED FOR THE INSTALLATION OF FIXTURES. REPAIR OR ANY AUGMENTATION TO THE ROOF. AND HAVE THE WORK K N MECHANICAL EQUIPMENT. PLUMBING, HARDWARE, AND FINISH ITEMS TO GUARANTEED UNDER THE ROOFING CONTRACTOR'S WARRANTY FOR MOISTURE m 12 THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS INSURE A PROPER AND COMPLETE JOB. PENETRATION OR AND OTHER FUTURE BREACH OF ROOFING INTEGRITY. M Q OTHERWISE ACCORDING E OR WHERE LOC AL TO MANUFACTURER'S/VENDOR'S CODES ALRCODES OR ORDINANC ES DOR'O DINANCES SPECIFICATIONS E PRECEDENCE. \ UNLESS NOTED 35 THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A PROJECT LEVEL 62. IN THE CASE OF ROOFTOP SOLUTIONS WITH H THE INSTALLATION OF ANTENNAS WITHIN Vf 0 STRAIGHT, AND TRUE ACCORDING TO THE PLANS THE CONTRACTOR SHALL CONCEALED (SHROUDED) SUPPORT FRAMES OR TRIPODS, THE GENERAL CONTRACTOR M � ( 13. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL COMPARE THE UNES AND LEVELS OF THE EXISTING CONDITIONS WITH THOSE SHALL COORDINATE WITH THE FRP DESIGNER /FABRICATOR TO ENSURE THAT THE FINAL / V C 3 cc BE IN STRICT ACCORDANCE WITH ALL APPUCABLE CODES, REGULATIONS. AND SHOWN ON THE PLANS PRIOR TO THE START OF ANY CONSTRUCTION TOWER FRP SHROUD IS SIMULATING ( IN APPEARANCE DESIGNATED EXISTING Q G EX VT ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH NETWORK CARRIER SHALL BE NOTIFIED OF ANY ERRORS, OMISSIONS. OR BUILDING FACADE MATERIALS. TEXTURES, AND COLORS. THE CONTRACTOR SHALL �� 0 ALL LAWS, ORDINANCES. RULES, REGULATIONS AND LAWFUL ORDERS OF ANY INCONSISTENCIES PRIOR TO ANY CONSTRUCTION. FURTHERMORE ENSURE THE USE OF COUNTERSUNK FASTENERS IN ALL FRP r PUBUC AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND CONSTRUCTION. WHEN PHOTOSIMULATIONS ARE PROVIDED, THE CONTRACTOR SHALL co LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE 36 THE CONTRACTOR IS TO PROVIDE PROTECTION FOR ADJOINING PROPERTIES ENSURE THAT FINAL CONSTRUCTION REPRESENTS WHAT IS INDICATED IN OF THE WORK FROM PHYSICAL HARM, NOISE. DUST. DIRT, AND FIRE AS REQUIRED BY THE PHOTOSIMULATION SHOP DRAWINGS SHALL BE PROVIDED TO THE GENERAL GOVERNING AGENCIES CONTRACTOR, CONSTRUCTION COORDINATOR, AND ARCHITECT PRIOR TO FABRICATION 14 NOT USED AND CONSTRUCTION. 37. WHERE SPECIFIED, MATERIALS TESTING SHALL BE TO THE LATEST STANDARDS 15 A COPY OF GOVERNING AGENCY IS APPROVED PLANS SHALL BE KEPT IN A AND /OR REVISIONS AVAILABLE AS REQUIRED BY THE GOVERNING AGENCY 63. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND /OR ANTENNA FRAMES PLACE SPECIFIED BY THE GOVERNING AGENCY. AND BY LAW, SHALL BE RESPONSIBLE FOR RECORDING THE RESULTS. WHERE ANCHORING TO A CONCRETE ROOF SLAB IS REQUIRED, CONTRACTORS SHALL AVAILABLE FOR INSPECTION AT ALL TIMES. THE ORIGINAL PERMIT SET PLANS 38 THE CONTRACTOR IS RESPONSIBLE FOR THE STORAGE OF ALL MATERIALS CONFIRM (PRIOR TO SUBMITTING BID) WITH CONSULTING CONSTRUCTION COORDINATOR ARE NOT TO BE USED BY THE WORKMEN. ALL CONSTRUCTION SETS SHALL AND SHALL NOT DO SO ON PUBLIC PROPERTY WITHOUT A PERMIT TO DO AND ARCHITECT THE PRESENCE OF POST TENSION TENDONS WITHIN THE ROOF SLAB - REFLECT THE SAME INFORMATION AS GOVERNING AGENCY APPROVED PLANS SO FROM THE GOVERNING AGENCIES FOR THIS PURPOSE RESULTING FROM AN UNDOCUMENTED DESIGN CHANGE IN THE EXISTING BUILDING THE CONTRACTOR SHALL ALSO MAINTAIN ONE SET OF PLANS, IN GOOD - AS -BUILT DRAWING SET - HAVING INDICATED AN ORIGINAL DESIGN SOLUTION OF CONDITION, COMPLETE WITH ALL REVISIONS, ADDENDA, AND CHANCE ORDERS 39 GENERAL NOTES AND STANDARD DETAILS ARE THE MINIMUM REQUIREMENTS REINFORCED CONCRETE W/ EMBEDDED STEEL REBAR. IN THE EVENT POST TENSION ON THE PREMISES AT ALL TIMES UNDER THE DIRECT CARE OF THE TO BE USED IN CONDITIONS WHICH ARE NOT SPECIFICALLY SHOWN SLAB SOLUTION IS PRESENT. CONTRACTOR SHALL INCLUDE PROVISIONS FOR X -RAY SUPERINTENDENT. THE CONTRACTOR SHALL SUPPLY TOWER NETWORK OTHERWISE. PROCEDURES (INCLUDED IN BID) FOR ALL PENETRATION AREAS WHERE ANCHORING CARRIER CONSTRUCTION PROJECT MANAGER. WITH A COPY OF ALL REVISIONS. OCCURS ADDENDA. AND /OR CHANGE ORDERS AT THE CONCLUSION OF THE WORK AS 40. TRADES INVOLVED IN THE PROJECT SHALL BE RESPONSIBLE FOR THEIR A PART OF THE AS -BUILT DRAWING RECORDS OWN CUTTING, FITTING, PATCHING. ETC, SO AS TO BE RECEIVED 84. GENERAL di SUB CONTRACTORS SHALL USE STAINLESS STEEL METAL LOCKING TIES FOR 16 THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES PROPERLY BY THE WORK OF OTHER TRADES ALL CABLE TRAY TIE DOWNS AND ALL OTHER GENERAL TIE DOWNS (WHERE APPUCABLE) NETWORK PLASTIC ZIP TIES SHALL NOT BE PERMITTED NFA U FOR USE E. TOWER ARE NOT TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED 41. ALL DEBRIS AND REFUSE IS TO BE REMOVED FROM THE PROJECT PREMISES NETWORK CARRIER PROJECTS RECOMMENDED MANUFACTURE SHALL BE. PANDUIT CORP OTHERWISE. AND SHALL BE LEFT IN A CLEAN (BROOM FINISH) CONDITION AT ALL TIMES METAL LOCKING TIES MODEL NO. MLT4S -CP UNDER SERIES -304 (OR EQUAL) PANDUIT REVISIONS 17 THE CONTRACTOR SHALL STUDY THE STRUCTURAL, ELECTRICAL, MECHANICAL, EACH TRADE AS THEY PERFORM THEIR OWN PORTION OF THE WORK PRODUCT DISTRIBUTED BY TRIARC. NO DATE DESCRIPTION INITIAL AND PLUMBING PLANS AND CROSS CHECK THEIR DETAILS, NOTES, 42. TOWER NETWORK CARRIER DOES NOT GUARANTEE ANY PRODUCTS, FIXTURES. 65. NOT USED. A WA/2m ISSUED FOR POD REVIEW RC DIMENSIONS, AND ALL REQUIREMENTS PRIOR TO THE START OF ANY WORK. AND /OR ANY EQUIPMENT NAMED BY A TRADE OR MANUFACTURER. GUARANTEE 0 m/IAfR11 69.0 FOR RIUL TDNSTRUCId NM • 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY' OF OR WARRANTY THAT MAY BE IN EFFECT IS DONE SO THROUGH THE COMPANY THE PROJECT AND SITE WHILE THE WORK IS IN PROGRESS UNTIL THE JOB OR MANUFACTURER PROVIDING THE PRODUCT. FIXTURE, AND /OR EQUIPMENT IS COMPLETE. ONLY UNLESS SPECIFIC RESPONSIBILITY IS ALSO PROVIDED BY THE CONTRACTOR /SUBCONTRACTOR IN WRITTEN FORM. 19 THE CONTRACTOR HAS THE RESPONSIBILITY OF LOCATING ALL EXISTING 43 CAUTION! CALL BEFORE YOU DIG! BURIED UTILITIES EXIST IN THE AREA UTILITIES WHETHER OR NOT SHOWN ON THE PLANS. AND TO PROTECT THEM AND UTILITY INFORMATION SHOWN MAY NOT BE COMPLETE. CONTACT • FROM DAMAGE. THE CONTRACTOR, OR SUBCONTRACTOR AS SPECIFIED IN THE THE ONE -CALL UTILITY LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR AGREEMENT BETWEEN SUBCONTRACTOR AND CONTRACTOR, SHALL BEAR THE TO CONSTRUCTION. 1 -800- 227 -2600. EXPENSES OF REPAIR AND /OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGE BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION 44. CONTRACTOR TO REPLACE AND /OR REROUTE ANY EXISTING UNDERGROUND OF THE WORK UTIUTIES ENCOUNTERED DURING TRENCHING AND GENERAL CONSTRUCTION. NOT FOR CONSTRUCTION UNLESS 20 THE REFERENCES ON THE DRAWINGS ARE FOR CONVENIENCE ONLY AND 45 CONTRACTOR SHALL CALL FOR LOCATE CONSTRUCTION. LABELED AS CONSTRUCTION SET SHALL NOT LIMIT THE APPLICATION OF ANY DRAWING OR DETAIL 21 ALL DIMENSIONS ON THE PLANS ARE TO FACE OF STUD (F.O.S.) UNLESS SHEET TITLE NOTED OTHERWISE (U.N 0.). 46. SEE CML DRAWINGS FOR ADDITIONAL SITE INFORMATION GENERAL NOTES 47. CONTRACTORS TO DOCUMENT ALL WORK PERFORMED WITH PHOTOGRAPHS AND SUBMIT TO TOWER NETWORK CARRIER ALONG WITH REDLINED CONSTRUCTION SET 48. CONTRACTOR SHALL DOCUMENT ALL CHANGES MADE IN THE FIELD BY SHEET NUMBER MARKING UP (REDUNING) THE APPROVED CONSTRUCTION SET AND SUBMITTING THE REDUNED ALONG WITH PHOTOGRAPHS PER NETWORK CARRIER REQUIREMENTS. THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED DESIGN CRITERIA: STRUCTURAL STEEL NOTES: SYMBOLS: 1 THE STRUCTURAL DESIGN OF THIS PROJECT IS IN ACCORDANCE WITH THE 1. SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED TO THE INTERNATIONAL BUILDING CODE 2009 WITH OREGON STATE BUILDING CODE CONSULTANT FOR REVIEW PRIOR TO FABRICATION (3 GRID REFERENCE AMENDMENTS (2009 IBC) `� 2. STRUCTURAL STEEL DESIGN. FABRICATION AND ERECTION (INCLUDING FIELD (AS PER 'ACCIDENT PREVENTION PROGRAM' - BY PERMISSION OF WREN . w A • 2. DESIGN DS: WELDING. HIGH STRENGTH FIELD BOLTING. EXPANSION BOLTS, AND THREADED CONSTRUCTION, INC. - 03/01/99) / LO / -7 . - \� M DESIGN DATA FOR (TIGARD. OR: 97223] EXPANSION ANCHORS) SHALL BE BASED ON THE 0.1 S.C. 'SPECIFICATION FOR DETA REFERENCE -_-..." THE DESIGN, FABRICATION. AND ERECTION OF STRUCTURAL STEEL FOR FALL PROTECTION METHODS AND EQUIPMENT ---- Your world. Delivered. - ROOF SNOW LOAD N/A (NOT A ROOFTOP SOUJTION) BUILDINGS' LATEST EDITION. SUPERVISION SHALL BE IN ACCORDANCE WITH ROOF TOP INSTALLATIONS 2006 IBC CHAPTER 22, BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE . FOR WORK IS BEING PERFORMED WITHIN 25' OF AN UNPROTECTED ROOF ELEVATION REFERENCE 1 • - BASIC WIND SPEED 85 MPH (100 MPH 3 SECOND GUSTS) CONSULTANT. THE CONSULTANT SHALL BE FURNISHED WITH A COPY OF ALL EDGE, THE CONSTRUCTION SUPERVISOR SHALL DESIGNATE A TRAINED INSPECTION REPORTS AND TEST RESULTS. - WIND EXPOSURE C SAFETY MONITOR TO OBSERVE THE MOVEMENTS AND ACTIVITIES OF THE CONSTRUCTION SECTION REFERENCE 3 STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS. - SEISMIC ZONE D TYPE OF MEMBER 2. SAFETY MONITOR SHALL WARN CONSTRUCTION WORKERS OF HAZARDS (I.E., BACKING UP TOWARD A ROOF EDGE. ETC ) OR UNSAFE ACTMTIES. THE A. PLATES. SHAPES, ANGLES, AND RODS SAFETY MONITOR MUST BE ON THE SAME ROOF AND WITHIN VISUAL AND - - - CENTERLINE CONCRETE NOTES: B. SPECIAL SHAPES AND PLATES ASTM A36, Fy 36 KSI VERBAL DISTANCE OF THE CONSTRUCTION WORKERS C PIPE COLUMNS ASTM A572. Fy 50 KSI PROPERTY /LEASE UNE PACIFIC TELECOM SERVICES, 1 ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI -318 D. STRUCTURAL TUBING ASTM A53, Fy 35 KSI 3. CONSTRUCTION INVOLVING WORKERS TO APPROACH WITHIN 6' OR LESS OF LLC E ANCHOR BOLTS ASTM A500, Fy 46 KSI AN UNPROTECTED ROOF EDGE. REQUIRES WORKERS TO USE SAFETY UNE = ASTM A307 MATCH UNE 2 CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN F. CONNECTION BOLTS ASTM A325 TWIST -OFF -TYPE ACCORDANCE WITH CHAPTER 19 OF THE 2009 IBC. STRENGTHS AT 28 DAYS 4. SAFETY LINE SHALL BE MINIMUM h' DIAMETER NYLON, WITH A NOMINAL �; AND MIX CRITERIA SHALL BE AS FOLLOWS 4. ALL MATERIAL TO BE HOT DIPPED GALVANIZED AFTER FABRICATION PER TENSILE STRENGTH OF 5400 LBS. `I WORK POINT AI 23/Al23M -00. TYPE OF CONSTRUCTION 28 DAY STRENGTHS W/C MINIMUM CEMENT 5. SAFETY LINE SHALL BE ATTACHED TO A SUBSTANTIAL MEMBER OF THE GROUND CONDUCTOR _A� (rc) RATIO CONTENT 5 ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.C. AND AWS STANDARDS STRUCTURE. tA1 D ` d •([* A. SLABS ON GRADE PER CUBIC YARD AND SHALL BE PERFORMED BY W A.B.O. CERTIFIED WELDERS USING E70 XX I TELEPHONE CONDUIT TOPPING SLABS ELECTRODES. ONLY PREOUAUFIED WELDS (AS DEFINED BY AWS) SHALL BE 6 SAFETY LINE LENGTH SHALL BE SET ALLOWING CONSTRUCTION WORKER TO CONCRETE PIERS 2,400 PSI S .45 5 IS SACKS USED WELDING OF GRADE 60 REINFORCING BARS (IF REQUIRED) SHALL BE REACH EDGE OF ROOF, BUT NOT BEYOND -E ELECTRICAL CONDUIT �� PERFORMED USING LOW HYDROGEN ELECTRODES. WELDING OF GRADE 40 RICHARD B. HAL B AU. STRUCTURAL CONCRETE 4,000 PSI S .45 6 ) SACKS REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING E70 XX 7. SAFETY BELTS SHALL BE WORN BY ALL CONSTRUCTION WORKERS COAXIAL CABLE o . EXCEPT WALLS ELECTRODES WELDING WITHIN 4' OF COLD BENDS IN REINFORCING STEEL IS 8. MONTHLY SAFETY INSPECTION AND MAINTENANCE OF THE FALL PROTECTION �'•. NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF OVERHEAD SERVICE dr� C. CONCRETE WALLS 4,000 PSI S .45 6 1} SACKS WELDED BARS EQUIPMENT SHALL OCCUR BY THE SAFETY COMMITTEE REPRESENTATIVES. 0/H - / INCLUDING. CONDUCTORS 4 4 CEMENT SHALL BE ASTM C150, PORTLAND CEMENT TYPE II U N.0 (/5 S 6 COLD - FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE, AND , WA 3. THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR THE GAGE SHOWN ON THE PLANS PROVIDE MINIMUM SECTION PROPERTIES USE INSPECTION CONSTRUCTION (((��� METHODS AND PROCEDURES OF CONCRETE PLACEMENT. INDICATED. ALL COLD - FORMED STEEL FRAMING SHALL CONFORM TO THE A.15.5. USE V NOKLIST �� 50^p � INTERVI AN INSPECTION CHHECEC ASEA FOR HAZARDS I• 1 GROUT OR PIASTER EWING COWORKERS REGARDING SAFETY CONCERNS (E) BRICK v 'SPECIFICATION FOR THE DESIGN OF COLD- FORMED STEEL STRUCTURAL REPORTING AND DOCUMENTING ANY HAZARDS 4 ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE MEMBERS.' REPORTING HAZARDS TO THE SAFETY COMMITTEE FOR CONSIDERATION AIR - ENTRAINED WITH AN AIR- ENTRAINING AGENT CONFORMING TO ASTM C260. POSTING RESULTS OF INSPECTION AND ANY ACTION TAKEN LFZE2 mm�a (E) MASONRY OF O� C494. C616. C9B9 AND C1017. TOTAL AIR CONTENT SHALL BE IN 7, BOLTED CONNECTIONS SHALL USE BEARING TYPE AST I A325 BOLTS (3/4' DIA.) RECEMNG AN UNBIASED REVIEW OF ONE'S OWN WORK AREA BY ANOTHER ACCORDANCE WITH TABLE 1904.2.1 OF THE 2006 IBC. AND SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE COWORKER SAFETY REPRESENTATIVE r7 7 CONCRETE EXPIRATION DATE OF THE 5. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT 8. NON - STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8' DIA. ASTM REFER TO ROOFTOP WORK AREA SAFETY PROTOCOL a LICENSE: 06130112 SI) GRADE 60. fy =60.000 PSI EXCEPTIONS: ANY BARS SPECIFICALLY SO A307 BOLTS UNLESS NOTED OTHERWISE NATIONAL ASSOCIATION OF TOWER ERECTORS 2000 PUBLICATION �I -�i`7 � EARTH NOTED ON THE DRAWINGS SHALL BE GRADE 40, fy =40,000 PSI. GRADE 60 o a u o 0 o I REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM 9. ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE DESIGN & E22222221222,221 GRAVEL TO ASTM A706 REINFORCING COMPLYING WITH ASTM A615 S1 REFERENCED OSHA REGULATION/STANDARDS SHALL BE REVIEWED BY TOWER o ( ) MAY BE CONSTRUCTION SPECIFICATION AND IN ACCORDANCE WITH ASTM A36 UNLESS ERECTORS. L WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH NOTED OTHERWISE. z•. �: �•�•••!�' PLYWOOD WELDING PROCEDURES SPECIFIED IN A.W S. D14 ARE SUBMITTED. EQUIPMENT INSTALLERS. AND TOWER /ROOF TOP CONTRACTORS /SUBCONTRACTORS 10 ALL WELDS TO BE t /e' FILLET UNLESS NOTED OTHERWISE 29 CFR 1926.500 - SCOPE, APPVCATION, AND DEFINITIONS 6 REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN 1 9 CFR 1926 501 - DUTY R HAVE FALL PROTECTION CRITERIA I I SAND ACCORDANCE WITH AC1 315 AND 318 LAP ALL CONTINUOUS REINFORCEMENT 19 CFR 1926.502 - FALL PROTECTION SYSTEMS CRITERIA AND 1 I 11 TOUCH IN AL L FIELD DRILLING AND WEL DING WITH 2 COATS OF GALVACON (ZINC PRACTICES � WOOD CONTINUOUS . AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2' -0 PROVIDE CORNER RICH PAINT) OR APPROVED EQUAL. BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS AT 1 WOOD BLOCKING LEAST 30 BAR WELDED WIRE FABRI DIAMETERS MINIMUM MINIMUM 8" AT ANDL N ADJACENT MATS OF BUILDING NOTES: I . •.. ..:.., .,- •• -J STEEL 7 WELDED WIRE FABRIC SHALL CONFORM TO ASTM A -185 1. VERIFICATION THAT THE EXISTING BUILDING ROOF CAN SUPPORT THE PROPOSED ^ A 0 NTENNA LOADING IS TO BE DONE BY OTHERS (i l) NEW CC 8 SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM A815, M GRADE 60. fy =60,000 PSI. 2. PROVIDE SUPPORTS FOR THE ANTENNA COAX CABLES TO THE ELEVATION OF ALL ( EXISTING ) Ce N IN AND FUTURE ANTENNAS. ANTENNA COAX CABLES ARE TO BE SUPPORTED /�.. O r•-• 9. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT AND RESTRAINED AT THE CENTERS SUITABLE TO THE MANUFACTURER'S cp NEW ANTENNA in m CI' UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE CONSULTANT. REQUIREMENTS. n Z CC - EXISTING ANTENNA C % N O 10. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS - // FOLLOWS: f) GROUND ROD C"' N g - FOOTINGS AND OTHER UNFORMED 3 '!' GROUND BUS BAR I∎ N 6 SURFACES, EARTH FACE r - FORMED SURFACES EXPOSED (16 BARS OR LARGER) 2' • MECHANICAL GRND CONN TO EARTH OR WEATHER (# BARS OR SMALLER) 1 1/2 ■ CADWELD - SLABS AND WALLS (INTERIOR FACE) 3/4' L01 GROUND ACCESS WELL 11 BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS. 12 ANCHOR BOLTS TO CONFORM TO ASTM A307. D ELECTRIC BOX 13 NON- SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER [I TELEPHONE BOX AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (3,000 PSI r. LIGHT POLE MINIMUM). . . I4 ALL EXPANSION ANCHORS TO BE HILT! BRAND ADHESIVE ANCHORS REQUIRE 0 FND MONUMENT TESTING TO CONFIRM CAPACITY UNLESS WANED BY ENGINEER. $ SPOT ELEVATION • SET POINT REVISIONS NO GATE DESCRIPDON INITIAL A OVN/IWI ISSUED FOR PCO REVIEW RC • REVISION 0 NVI*/NII smED RA RN,L O STRLERON NM • SPECIAL INSPECTIONS REQUIRED: SOILS COMPLIANCE PRIOR TO FOUNDATION INSPECTION ❑ VERIFICATIONS OF MILL REPORT ❑ SPRAYED -ON- FIREPROOFING CONCRETE OVER 2400 PSI (514 SACK MIX) AT 28 DAYS ❑ IDENTIFICATION OF STEEL AND AT JOB SITE ❑ STRUCTURAL MASONRY CONCRETE PLACEMENT AT SLAB ON GRADE NOT FOR CONSTRUCTION UNLESS WRITTEN REINFORCEMENTS ATOM FOR ONRCRADE PLACEMENT OF ❑ ADHESIVE BOLTS IN CONCRETE OR MASONRY ❑ PRESTRESSED CONCRETE LABELED AS CONSTRUCTION SET ❑ ALL FIELD WELDING FOUNDATION EXCAVATION AND FILL INCLUDING UTILITY TRENCHES ❑ ANCHOR INSTALLATION AND PLACEMENT IN 0 REINFORCING PLACEMENT SHEET TITLE CERTIFICATION OF BUILDING PAD, FOUNDATION AND FILL BY THE GEOTECHNICAL ENGINEER OF THE RECORD ❑ HIGH STRENGTH BOLTING ❑ DESIGNER SPECIFIED (SEE SHEETB_) GENERAL NOTES & SYMBOLS ❑ OTHER ___ - -- SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD. SHEET NUMBER WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE DEFERRED AND SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND G-2 SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED I 41N. 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(�•: � . � / \ \ m GAS METE o BOLLARD LICENSE: 06/30112 I ir / / / / / / / //� / I' /' 1 O• — ``��/ / ® GAS METER • BOLLARD 1 / / - � (// / 0 A i TELEPHONE VAULT c MAIL BOX '-;7A v j \ . �� ° j /// W ..\>...\_,....L._ \ / \ \ 0 TELEPHONE RISER —1 SPOT ELEVATION g l ^ _ /1 \ ; ` I `EXISTING GAR I m , `l 0 IJ \ I \ NOTE; / %1 PARKING LOTS ¢ . ) I \ \ LIE ANTENNAS, PROPOSED ATM' ..c I / ' 11 ] a ` - � I X !' Q MOUNTING HARDWARE AID ``\ \ //; 1 \I' ' / / ..jj =a � : - / I: . ❑ . r . 7 / \ \ YA COSTING BUILDING TO `� ; /i 'I ` �. •�' \ . /// " l I mo' - O ©Om / \ - \.�.� �_ 1. %(� i I _. I ^j� /111' 0010130 . \ A /�.1` /� - - -- �— -L� °. O 10:10 n, p . I \ Cc --'''M :1 lam' r ''//1 'r Il PROPERTY UNE ` J >. �'— 4P 0 � •B j / i / t •• \ � (...3 N el \ / /1. 373 23 ` / \ '7"� ,I�I o h'XI '7 "'7 n `\ 1, / /, �\1 / \!'r / \ / i �\I/ / ��Y. 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(3 SURGE SURGE SUPPRESSION BOXES, (1) I� I \ U - r - ; � ` �� I f 4 I \ n 1 POWER / JUNCTION BOX AND 1) CPS ANTENNA -- ALL MOUNTED AT ANTENNA LEVEL ON /If / V 1 'I I , '' /� /" ' j ! _ ,. `� CP THE RboF of AND EXISTING 3 -STORY COMMERCIAL OFFICE BUILDING, INSTALLATION ALSO 1 1 �� —,---_,i--,,,,/-1_, !l � � ? \\ P ARCEL NUMBER(S)• H W NCLUDES THE ADDITION OF LTE EQUIPMENT INSTALLED WITHIN AN EXISITNC 1 B' TELCO RACK 1 /. ) 1 •'•,' , � , \ \ \ �' "' ' 44 W I LOCATED WITHIN AN AT&T ACCESSORY EQUIPMENT ROOM WITHIN THE SAME BUILDING EXISTING CAR ' / ' • I "/ / ` � .� °' 2StOt DD00tOt CC = X3/,4 ' PARKING LOTS \i - G o v ''c+e 1. / I If .l.'A I L . s /„.e „Q•.�J �'�\ CC I i ' 1 I� l f �14 ,. S }�cllh. YGl I I I 1 ."5 , �� 2rN •� I .:� CJ” �� 9 • `T[s; O j/ / / // / /�i /i / / / / / / / / / // "`{g:•.�,a " � t7b P YC• a++ ?w. �Y' —7 � S �� G ‘,0 \ / \i `g � Z � / a,. N , ' ; F rA � �.� / rf.A t, ;. VICINITY MAP . J� ✓i i% / / % / / ii/ /iii i �� I I 4. �r r. \ I II 2 \ I I \ W I I. N j EXISTING j '.�, CD z ` - ., a 3 _ ` � \ \ \ I I I I I I I- \\ o. -a... S. ' I L ! j Q F 9 1 / EXISTING . .A'M ` Y it . a \ I I ...,,,..s, a: 3 p R ; 1 . f EXISTING / `; . 1 �! „ BUILDING / 1 I I I I I / l �� REVISI / \', -�� d / . _i � ,�° II EXISTING I ` ary � 8 1 `� I I BUILDING III / \ N0. DATE DESCRIP110N INIDAL _1\ ` A 01/04/2011 ISSUED FOR POD REVIEW RC • / / / / / / / / / / / / / / / / f •:t l` `) } ^. /: � 'X., i•>' ..-.. I I I I I I I I �J ''� f 0 �+�II ISSUED R1i FUN WNSfIWC7ON NY / / /// / / / / / IJ� ^.' j ��' I II I`C`; 1. M..........,1 \ \,11� .. � \\ lr!v \\ ley F> 1 I• 1��` a / j , I III II • # a. SN:MCCJ ,`., I n� r ) a /%/ / I I I i �, _�,�� wM • ` u �� I I � 1 4 ° SITE y, ar LL- I auk .* . g r. L l��**I . s1.�q!p,�, p� '' i' { P f ' • • 1 j / / / I I I I sf ` b j' _. A �4 FR Y'`;1 „ 11 •'' ' , ; p7 -`}} -�> .'.y'.4+. ° • � I I I ''s ° ' • �'' � ? < ' r/ 7•i. �� `• NOT FOR CONSTRUCTION UNLESS 1 6 ° c c v. , Y,�e "7 ti1io••W y • ,i. .d :. ▪ n� r ea. S w+emxi eercnRa w:�an LABELED AS CONSTRUCTION SET • SW SANDBURG STREET �; � :5� � PA • r .0 - 40-• Q ' k ,v I «..,�. — — ' ? I g I 6,•...a saws rd (04 OVE HEET SITE TITLE PLAN _ _ \ — — — — 1 SHEET NUMBER Wen le C• Mannleltel try 24 SCALE. 1 a 40' -0” / ++ Xn• SCALE. + _ eo -o + z OVERALL SITE PLAN I I THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED EXISTING WALL MOUNTED OTHER ANTENNAS TYP, EXISTING MECHANICAL UNIT. TYP. V �Lt EXISTING (9) OTHER PANEL _ � Your world. Delivered. ANTENNAS (3) PER SECTOR (TYPICAL OF (3) PER SECTOR) -- -- -- ---- ` • // \\ 01 ■ ■ / EXISTING MAIN ROOF �� EXISTING i PACIFIC TELECOM SERVICES, LLC 0_ / - MECHANICAL ,, I : I /�_ \. UNIT TIP. o ( ?Th E %ISTING \ G DOGHOUSE u � 0 ~�� L r____, EXISTING ROOF lJ • RICHARD B. HA tst IV EXISTING GPS ANTENNA ' VENT TYP. , 4 ..,:0--- 1 O � • : � cp SE' ,WA �,� 1, 5008 I ' EXISTING EX SATELLITE DISH \ � � OF O * � DOGHOUSE EXPIRATION DATE OF THE O LICENSE: 06/30/12 EXISTING STEP - - r — — � i OVER TI? I I 1.1.1013 - 0 EXISTING AT &T (3) GSM PANEL I e e On ANTENNAS (TYPICAL OF (1) PER I I I SECTOR) TO BE REOLACED ' I I EXISTG AT & C`� WOODE IN FSLETE T S N / E %ISTING ELEVATE < C j 1:::: O CABLE TRAY ` LL E %ISTING AT &T (J) /� \\ / / ® ®I ® ! GSM PANEL AN)E ((�`�� /J) r , 0 le 0 la ci ( TIPICAL OF (1) PER �■..� ~ SECTOR) TO REMAIN �� l up EXISTING LOCATION OF AT &T EOUIPMENT ROOM BELOW LI O E �� 1 ` J 0 EXISTING AT &T (J) EXISTING OMNI� \ UMTS PANEL ANENNAS ANTENNA TYP. ' GENERATO EXISTING — (TYPICAL OF (1) PER SECTOR) TO REMAIN 1 01 \ '' J �_ i i 0 I 1. C 'EXISTING , lO \ ND DATE TE DESCRIPTION INITIAL MAIN ROOF O I A 0�1 ISSUED FOR PCD REVIEW RC §i '' . 0 W/1{/E0 1591ED RA FEN. WBIRocncw NY • EXISTING ROOF HATCH W/ ACCESS LADDER ACCESS TO ROOF FROM LOWER ROOF \11 1 •� • J • t 'N' N '� � HENNA OMNI NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET EXISTING WALL MOUNTED ANTENNAS TYP. SHEET TITLE EXISTING ENLARGED ROOF PLAN EXISTING WALL MOUNTED OTHER ANTENNAS TYP - - - r mb SHEET NUMBER 1\1\ 24'x36' SCALE: 3/16' - 1' -O' ∎ / \ _3 11'x SCALE 3/32' = 1' -0' 4 2 0 4' EXISTING ENLARGED ROOF PLAN' I // THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED EXISTING WALL MOUNTED NOTE - - - OTHER ANTENNAS TYP. PROPOSED AT &T LTE ANTENNAS. 4� MOUNTING HARDWARE AND • EQUIPMENT TO BE PAINTED TO atstt MATCH EXISTING BUILDING EXISTING (9) OTHER PANEL _ EXISTING MECHANICAL UNIT TYP YY � Your Odd. Delivered. ANTENNAS (3) PER SECTOR " • (TYPICAL OF (3) PER SECTOR) - - " - - -- - -- - ` / PROPOSED AWS UNITS ' ; i _ YOUNTNTED ON N EX E %ISTI TING ANTENEN NA MOOUNT (TYPICAL OF (1) PER SECTOR) \ / PROPOD AT &T (3) 700 RRH UNITS (e `ING MOUNTED ON EXISTING ANTENNA MOUNT ` / // O t L II 1' I MAIN ROOF O \ (TYPICAL OF (1) PER SECTOR) PACIFIC TELECOM SERVICES. �� EXISTING ft . ./', / / MECHANICAL 1 /' UNIT. TYP. I d I li �� LLC � ` L PROPOSED AT � / ( Ell 0 _ \. (I PER SECTOR) `� EXISTING i A*w DOGHOUSE u � I O 46, r� PROPOSED AT &T 3) SURGE 1 ► - 7 SUPPRESSION BO MOUNTED ON g � • RICHA B. H AL EXISTING ROOF / / EXISTING ANTENNA MOUNT y ^ fir' EXISTING GPS ANTENNA 1 VENT' NP O \ (TYPICAL OF (1) PER SECTOR) PROPOSED AT &T EXIS CPS ANTE NNA NEAR T ING I� ` CI S I WA CPS ANTENNA . \ I 5008 CD EXISTING � � OLD O'� I DOGHOUSE SATE DISH O r � 'k EXPIRATION DATE OF THE r — — — — -- ESR NSTEP I PROPOSED AT&T (2) DC LICENSE: 06130/12 RUNS AND (1) FIBER IN RUN PROPOSED FlBER I ROUTED WITH H EXISTING COAX OX � � EX S T I IN NG IO DO SE I I I I ® ® ® lit (TYPICAL OF 3 SECTOR) 'I' O I � � ` - - -. -. r / ' II / CABLES FASTENED TO Op 0 0 a H ' PROPOSED AT&T 0 LlE PANEL ANTENNA ' 1(O I I WOODEN SLEEPE ? n •O ' 0 I ._/ 0 _ _J � ®®® I Cr) EXISTING ELEVATED �/ QQ p CABLE TRAY 1 � ( LL N EXISTING AT&T (3) � " I I ®® ® I l I I� � C-.. N Q GSM PANEL ANTENNAS O (TYPICAL PICAL OF ( (11) ) P PER ` 01 SECTOR) TO REIWN EXISTING LOCATION OF AT&T EQUIPMENT /111 ROOM BELOW EXISTING AT&T (3) EXISTING O1� - EXISTING O MN UMTS PANEL ANTENNAS ANTENNA TYP. GENERATOR I (TYPICAL OF (I) PER _ SECTOR) TO RDWN O O O \ \IIP O u r 1 Oi 1 II I REVISIONS EXISTING 0 u NO DATE DESCRIPTION INITIAL MAIN ROOF IC O O A 01/OVAIIt 65UFD FOR PCD RENL'M RC Ito' ,, 0 DI/IAl1Dtl 6S.ED IDR NAIL camalnd NM • EXISTING ROOF HATCH WI ACCESS LADDER ACCESS TO .C• ROOF FROM LOWER ROOF ' \w�j • ''' s , • I AIL. IXISTINC OMTYP LA B ELED NI NOT FOR AS CONSTRUCTION CONSIRUC710N UNLESS SET �� J OTHER ANTENNAS TYP. D SHEET TITLE PROPOSED AT &T PROPOSED ENLARGED ROOF PLAN O EXISTING WALL MOUNTED l F_ LTE PANEL ANTENNA OTHER ANTENNAS TYP. - - - - - (1 PER SECTOR) •. SHEET NUMBER 24 SCALE. 3/16 - 1' -0 11'.17 SCALE. 3/32• - 1' - 0 • 4 2 0 4' PROPOSED ENLARGED ROOF PLAN I , A-3. THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. NOTE: PROPOSED �J AT&T L MOUNTING HARDWARE AND ` � • EQUIPMENT ET T TO BE PLANTED TO i i s ;``J � MATCH LISnNC BUILDING h Yale world. Delivered. o a DC/FIBER RUN TO BE yyJ 100704 ROUTED WI100704 Y (FIELD VERIFY) EXISTING AT &T UMTS EXISTING AT &T UMTS PANEL ANTENNA PANEL ANTENNA TO REMAIN TO REMAIN ■ ■ EXISTING AT &T GSM EXISTING AT &T CSM PACIFIC TELECOM SERVICES. TEL ANTENNA ♦ (2) TEL EM A H NNA •'• PROPOSED AT &T LTE EXISTING AT &T TDMA ez3 PANEL �ASECTOR) l l PANEL REMOVED J 70 BE REMOVED — ) ,4 f 4414 • RICHARD B. HAL qlel ... w ,!. 4 ......„, \ ....,..›, V". � '�50081 WA GSstow, UMTS 265 , Di ' ^ EXPIRATION DATE OF THE _ EXISTING AT &T TOMA LICENSE: 06/30/12 EXISTING AT &T UMTS PANEL ANTENNA -/--- - PANEL ANTENNA TO BE REMOVED TO REMAIN 1\ PROPOSED AT &T (2) DC I. .4 RUNS AND (1) FIBER RUN EXISTING AT &T GSM ROUTED WITH EXISTING COAX EXISTING AT &T GSM PANEL ANTENNA (MICA OF 3 SECTOR) PANEL ANTENNA TO RDMN TO REMAIN - v - •Z' GSM SL1/ \ SECTOR 'l F OR Z" LTE , / PROPOSED AT &T (3) A MfS ,� ADMUTM 265 �', \ C� c \ EXISTING AT &T UMTS PANEL A CC 9 RRH UNITS MOUN ON \ NTENNA \ \ n EXISTING ANTENNA MOUNT \ TO R EMAIN \ L(') CD 67, (TYPICAL OF (1) PER (()�SECTOR) < � Q p 0 El. � LTE ( POSED AT&T (3b ONE 'L c a n o (1 PER ) 0 EXISTING ANTENNA MOUNT �� VI Q (TYPICAL OF (1) PER , \ \\ SECTOR) � ~ n EXISTING AT &T UMTS H 10 (3) •�• ANTENNA �/ PANEL ANTENNA UMTS • � EXISTING OS ESSgN BOXES MOUNT MOUNTED ON ' , // TO REMAIN TO REMAIN ANTENNA (TYPICAL OF (1) PER SECTOR) fEj� EXISTING EMPTY POLE EXISTING EMPTY POLE W ). *0 EXISTING GSM 43., � > PANEL ANTENTEN NA PANE NC TEN GSM J L TO REMAIN l'i,4 -� TO REAWNENNA /y G4, PROPOSED AT &T LIE PANEL 7 EXISTING AT &T TDMA ANTENNA (1 PER SECTOR) (e PANEL ANTENNA TO BE REMOVED .p REVISIONS 'Ll NO DATE DESCRIPTION INITIAL A 01/01/NII ISSUED FOR PCO REVIEW RC 0 ja 0 01/Il/El1 64m RR OWL 0016110XTO 1 NW • NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE E XISTING & PROPOSED ANTENNA LAYOUTS SHEET NUMBER 24 SCALE. 1/2" . 1' -0" — 24 "x36" SCALE. 1 2" . 1' -0" A_4 11 SCALE 1/4" . 1' -0" 2 1 0 2' PROPOSED ANTENNA LAYOUT 2 11 - x17 - SCALE 1/4 = 1 -0 EXIS "I LNG AN t L'NNA LAYOUI I I THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE ANT USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED NOTE PROPOSED AT &T LTE ANTENNAS. MOUNTING HARDWARE AND • MATCH OU TO BUILDING PAINED TO ,__`--s ���� MATCH fl BE C TO PM(T NOTE � DC/FIBER RUN TO BE 12 - ---- Your world. Delivered. ROUTED WITH E10S11NG • CAERE TRAY (FIELD VERIFY) �� _ , o o r ���������������������������������� , / , / PACIFIC TELECOM SERVICES. EXISTING AT &T EXISTING AT &T LLC EQUIPMENT ROOM EQUIPMENT ROOD 1' -6 2' -1• o I 1•-6. 2' -1• I 0 • EXISTI , EXISTING ACCESS EXISTING ENTRYT , I n EXISTING ACCESS DOOR ACCESS TO , DOOR ACCESS TO �- rr�T G ,777 j I EQUIPMENT ROOM c T.7 j - I EQUIPMENT ROOM I to / \ PROPOSED AT&T 10 ' / I \ � 'l _ / LTE EQUIPMENT !0 '� PROPOSED AT &T (2) / /� - � \iO MOUNTED `� j/ -- - � \ RICHARD B. HAL '� RUNS AND ((1) / •/ /I \ ON NEW 19' RACK INSIDE AN L ` N U FIBER RUN ROl/1'ED / FIBER / (0--- WTM EXISTING C0A% I 1 m I' EXISTING AT &T EXISTING AT &T drj EQUIPMENT ROOM FIBER RACK • (TYPIG OF J SECTOR) I 1 ,, I i EXISTING AT &T (n � S • 1 WA 1 _ -I FIBER RACK i 5008 .7V 12— 9.?,), OF 0 Th EXPIRATION IRATION DATE OF THE 5' -2' l s' -9. 5' -2' -9 LICENSE: 06/30/12 .r EXISTING AT &T f EXISTING AT &T % UMTS CABINET WITS CABINET EXISTING T AT&T RA o ° o 4 EXISTING AT &T ' EQUIPMENT RACK ' EOUIPMENT RACK • 0 ■ m 0 _ _ a \ \ ' o+ \ \ . ,\ ' / 0 U Ni \ 1/1 03 Q1 / \ � / • • 11�� z° � EXISTING AT &T EXISTING AT &T i i GSM CABINETS ' / � L .` ' GSM CABINETS / / � ~ \ CD r , \ 4 9 1 I EXISTING BATTERY / F� / , EXISTING BATTERY / BACKUP \ [_y / BACKUP l•\ 0 / / 7P / / / / / 1 / t \ / / / / / / REVISIONS N O DATE DESCRIPTION INITIAL n I / A 01/04/1011 ISSUED FOR PCD REVIEW RC EXISTING AT &T / in EXISTING AT &T .n 0 41/I60111 SIDED RXI Fla fO18114RT10N NM CABIN ET GUS POWER CABINET / / 1 / / . CAB POWER AR / N N N / - i // i '/AI Ar'////////////// , ' Al ' NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 2' -6' 2' -1 1' -9' 6' -4 2' -6 2' - 1' -9 6' -4 SHEET TITLE EXISTING & PROPOSED EQUIPMENT LAYOUTS SHEET NUMBER Wren.. s ..t.m.h .vu m e N..-.4 III mos.) m- ... TI .5*0 .1 7 A C 24 SCALE. 3/4 - 1 -0' 24'x36 SCALE 3/4' - 1' -0• �5 11 SCALE: 3/6 ° 1' -0 1 6 0 1' PROPOSED EQUIPMENT LAYOUT 12 11 • .17 • SCALE. 3 /B ° I -0 1 6' D 1' EXISTING LQUIf MEN'I LAYOUT I I THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERiTCES IS STRICTLY PROHIBITED NOTE PROPOSED AT &T LTE ANTENNAS PROPO UNITS M OUNTED SED AT &T (3 700 ON (� pgOp�05 AT &T GPS PANEL 5 NWM AND EXISTI OMNI ING HARDWARE A PANEL AN NA (TYPICAL ` / LTE ra AMENIG m NEAR A NTENNA EQUIPMENT TO BE PAINTED TO ANTENNA \ RRH UNITS M PROP OSED AT &T (3) AWS RRH W ON EXISTING ANTENNA MOUNT EXISTING GPS ANTENNA OF (1) PER SEAR) ' 4E110 • MATCH EXISTING BUILDING EXISTING OTHER EXISTING ANTENNA MOUNT (TYPICAL OF (1) PER `� ANTENNAS TYP. (TYPICAL OF (1) PER SECTOR) It EXISTING AT &T (3) GSM D \ V at &t 4 SECTOR) EXISTING PANEL ANTENNAS (TYPICAL 4 TOP OF LTE PANEL /ANTENNA ARRAY _ _ _ _ _ _ _ _ _ _ _ _ _ A : SATELLITE DISH O (1) PER SECTOR) TO Your wild. Delivered. 43 -t AO, - _ - L 1 i : : II I �. • II III EXISTING AT&T (3) UMTS . RAD CENTER OF PROPOSED AT &T (3) 4 PANEL ANTENNAS (TYPICAL EXISTING AND PROPOSED AT &T PA TIE ANTENNA ARRAY 4 iI I ( 1 OF (1) PER SECTOR) TO 3B'- O� -- --- - III I SURGE MOUNTED ' I / • BOXES MOUNTED ON/ =Le: REMAIN T t I- I EXISTING ANTENNA MOUNT \ / TOP OF EXISTING BUILDING - \ / ., �.I- .[- TYPICAL OF } \ / II PACIFIC TELECOM SERVICES, I ' EXISTING WALL MOUNTED M J / OTHER ANTENNAS IMP. 34' 7 AG L _ -- to TIMES _1.4'. LLC 33 -0 A L � EXISTING ROOF P---, _ - - - - ,,,: SQUARE Q U - / i ,`�) U f , • EXISTING WALL MOUNTED . . . , .. , n. i�; ' OTHER ANTENNAS TYP , • , l el ,L, " ` s - RICHARD B. HAL Al --,,,,) ,i P 5 -_,..`? ,...5: c.'.'..),, ,.) gp3, :„..0.4,7- Oh.7 • ... c�i� - 5008 ' ' b �\I �r r l r t - --, -1,,,,, ' EXPIRATION DATE OF THE y ' ,. , I � t A- , `. • i 0 -,,... LICENSE. 06130112 • , eF:4 °.6!...1 At. / q; 1: �',. ra f''ii „ ' /"._:;.. ,`? n .. , ,5 :/)'' I (GRADE) 0.00 0.0 L 24'x36 SCALE. 1/6" = 1' -0 - - - - PROPOSED EAST ELEVATION 1 Q 11 "x17" SCALE 1/16" 1' -0" 8 6 4 2 0 B' (.O N D N EXISTING OTHER EXISTING CPS EXISTING AT &T (3) TA PANEL ANTENNAS TYP EXISTING AT &T ( }) UMTS EXISTING AT &T (3) GSM ANTENNA (TYPICAL OF (1) PER Ln p 0] Ot � EXISTING OMNI PANEL ANTENNAS (TYPICAL PANEL ANTENNAS (TYPICAL SECTOR) TO BE REMOVED Q/ L. M� 2 CC ANTENNA OF (1) PER SECTOR) TO OF (1) PER SECTOR) TO \ i N p REMAIN EXISTING AT &T (3) GSML p EXISTING AT &T (3) TDMA EXISTING PANEL ANTENNAS (TYPICAL N Q 1111 ; PANEL ANTENNA (TYPICAL in SATELLITE DISH OF (1) PER SECTOR) TO ~~ CD . TOP OF EXISTING TDMA, GSM & WA PANEL ANTENNA ARRAY _ _ _ _ _ - - - BE REEL ER SECTOR) TO REMAIN U't H H r` 00 42' -2 AC L I I II I ,fl . EXISTING AT &T (3) UNITS t0 fli DB & \ PANEL ANTENNAS (TYPICAL RAD CENTER OF EXISTING T GSM _UMTS PANEL ANTENNA ARRAY _ _ _ _ I I OF (1) PER SECTOR) TO 39' -Ox A.C.I. �, - II I I I <LL l / / •` RE] JN '� - i • II EXISTING WALL MOUNTED TOP OF EXISTING BUILDING - ie� . • ,� J J � / K A ' .> , OTHER ANTENNAS TIP. 34' -7 AG.L TOP OF EXISTING ROOF i SQUARE 33' -O" AG L. U ' EXISTING WALL MOUNTED wt .. • • �t / OTHER ANTENNAS TYP - Ceti : ; . - • 0 �` , NO DATE R � DESC RI PTION INITIAL • ;\;:- T 'U �`�� •-- .: A 01/01/1)11 55UED FOR PCD RENEW RC �' `jf" S .. _ L ' q/0 4 'SS 0 61/11/2011 69.110) FOR /W1/4 CONSIRIR'ICN NM .e ''') ' rf, 2-' ',.; ' I( r" ''')? ' 6 2 ,..f '''.:1 ' `6 :-'? Y a o1 ' p y Z . NOT FOR CONSTRUCTION UNLESS S I ` )�' J.r, l ' � ;•n ` i , 4'V LABELED AS CONSTRUCTION SET .r r ,' ; A ,_ ' ', • I.R .K r' � y . w F` j ;! Ni,, , _. . ' r te ` � . 7 a £ : . 1 4, r �i , F _ i; ° •' : ,-,J., , ,.,..?: : , , ,....,,. '� ' , 1 - , '•%+:. `F.. }s ?v7.'a ' } ° s5; r .. ` te ; _ :''^ ° c , .'I/i"..r SHEET TITLE ti a _ 'IC, / r.,„ •• �^ ` ^• �? I � /' r /� 3 EXISTING & PROPOSED EAST ELEVATION ms , r T..,r'F �k �... I f•"..r ■ ( / (GRADE) 0.00 0.G L SHEET NUMBER 24 SCALE: 1/2" = 1' -0 EXISTING EAST ELEVATION I I 1 1 ` _ 11%17" SCALE: 1/4" a 1' -0 2 1 0 2' THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED 4 at&t Your world. Delivered. PACIFIC TELECOM SERVICES, LLC ti RICHARD B. HAL ' .... 4 _ NOT USED ( - 1 NOT USED p NOT USED , NOT USED4 NIA 5008 WA �� 4 24'x36" SCALE: NOT TO SCALE I `J 24'x36' SCALE: NOT TO SCALE I O 24'x36' SCALE. NOT TO SCALE / 24'x36' SCALE: NOT TO SCALE v I O � 11'x17' SCALE: NOT TO SCALE 11'x17' SCALE NOT TO SCALE I 11'x17' SCALE: NOT TO SCALE 11'x17' SCALE. NOT TO SCALE OF EXPIRATION DATE OF THE LICENSE: 06130112 ii. I Ce en II CD CV P OWER � m CV 8 Oc � I r < r R ►yJ c_ a [� o� VER E DC POWER `/ to ° G T n H [ EMP tt) H / OG �1 5 U R _ DC /DC CONETER SEE DETAIL 4, THIS SHEET : 1G P X9 9 6) SURCE _ RAYCAP DC- 4B -60 -RM /` B ALU /BBU (9926) SEE DETAIL 2, THIS SHEET NOT SED NOT USED �U C E 2436' SE: NOT T TO SCALE .j 24'x36 SCALE. NOT TO SCALE `r P I,` FIBER CABLE ENCLOSURE SEE DETAIL 3, THIS SHEET 11'x17' SCALE: NOT TO SCALE 11'x17' SCALE NOT TO SCALE G O Q I FiB E Pa-1) /6' V FUTURE ALU /BBU A F UTU R TELCO o q 111 0 CABIN FT LAYOUT REVISIONS O DIAGRAM NO DATE DESCRIPRON INITIAL E A 01/N/A11 SSUED FOR PCD RENEW RC 0 • 0 01/1411011 =ED IOR FDA =MOM NN a • e STANDARD 19723" • • INDOOR RACK (VERIFY) • • • • • o a 7 ../.- 4/1111ill' NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE 14 o EQUIPMENT DETAIL 0 SHEET NUMBER NOT USED 0 NOT USED TYPICAL INDOOR RACK CONFIGURATION��� A -7 24'x36' SCALE: NOT TO SCALE I J 24'x36' SCALE: NOT TO SCALE Z. 24'x36' SCALE. NOT TO SCALE 1 II SCAT F. NOT TO SCALE 11'x17' SCAT F: NOT TO SP.AI 11'x17' SCAT F. NOT TO SCAIF THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED EXIS11NC: ANTENNA CONFIGURATION AND SCI IEDULE DOS PING ANTENNA CONf1GURAl1ON AND SCHEDULE SECTOR X AZIYUM RADCEMER NUMBER NAS END OF VOR MODEL ELEC TILT A ME . RET ILA NUMBER OF COAX 0 COAX COAX LENCR, D�LD® SECTOR X AZIMUTH RADCENTER NUMBER OF VENDOR MODEL El-EC ALT M ALT ECH RET TIEA NUMBER Of COAX COAX LENGTH gPLEXED AMEN ANTEN `� y y I. GSM 850 25' 1 39' - 4' KATHREIN 800 -10122 0' YES NONE 2 1 -5 /8" 110' -0' NO GSM 850 25' 39' -0" 1 4' YES KATHREIN 800 -10122 0' NONE 2 1 -5/8" 110' -0" NO ` V ` ` .V M GSM 1900 39' -0" 0' YES (2) NOKIA CS72993 07 2 1 -5/8" 110' -0" NO GSM 1900 0' YES (2) NOKIA CS72993.07 2 1 -5/8' 110' -0" NO UMTS 850 39' -0" YES NONE YES UMTS 850 4' J YES NONE _ YES Your ��" Delivered. 1900 25' 39' -0" 1 KATHREIN 800- 10122 0' 0' YES (2) ANDREW ETB1968 -12UB 2 1 -5 /8" 110' -0" (U8 U9) UMTS 1900 25' 39' -0 1 KATHREIN 800 -10122 0' 0' YES (2) ANDREW ETB19G8 -12UB 2 1 -5 /8" 110' -0" (U8 U9) UMTS 1900_1 39' -0" 0' YES (2) ANDREW ETB19G8 -12UB 2 7/8" 110' -o" - UMTS 1900_I 0' YES (2) ANDREW ETB19G8 -12U8 2 7/8• 1,0' -o• - LTE 700 25' 39' -0" 1 POWERWAVE YY0, I R -24, 0' YES 1. YES NONE 1 FIBER ,10' -0' NO TWA 850 - 39•-0" I - - - 0' - NONE - NONE 100' -0" NO SECTOR Y AZIMUTH RADcmER NUMBER OF VENDOR YODEL ELEC. MECH RET TMA NUMBER OF COAX 0 CONE DIPLDfED SE CTOR Y AZ IMUTH RADCENTER NUMBER OF VENDOR MODEL ELEC. MECH. RET TMA NUMBER OF COAX 0 COAX OIPLD(ED ANTEIIWS TILT TILT COAX LENGTH ANTENNAS TILT TILT COAX LENGTH GSM 850 39' -0" 6 YES NONE 2 1 -5/8" 120' -0" NO GSM 850 6 YES NONE 2 1 -5/8" 120' -0" NO 135' 1 KATHREIN 800 -10122 0' - 135' 39' -0' 1 KATHREIN 800- 10122 0' — GSM 1900 39' -0" Cr YES (2) NOKIA CS72993.07 2 1 -5/8" 120' -0' NO GSA 1900 Cr YES (2) NOKIA CS72993 07 2 1 -5/8" 120' -0" NO UMTS 850 39' -0" & YES NONE YES UMTS 850 6 YES NONE YES PACIFIC TELECOM SERVICES, UMTS 1900 1 135' 39' -0" I KATHREIN 800 -10122 0' 0' YES (2) ANDREW ETB I9G8 -12UB 2 1 -5 /8" 120' -0" (U8 U9) UMTS 1900 _ 135' 39' -O I KATHREIN 800 -10122 0' 0' YES (2) ANDREW ETB19G8 -12U8 2 1 - /8• 120' -0" (U8 U9) LOOS 1900_1 39' -0" 0' YES (2) ANDREW ETB19G8 -12UB 2 7/8" 120' -0" - UMTS 1900_1 0' YES (2) ANDREW ETB19G8 -12UB 2 7/8" 120' -0' - LTE 700 150' 39' -0" 1 POWERWAVE 7,% RR 1! 0' 0' YES NONE 0 FIBER 120' -0" NO TWA 850 - 39' -0" 1 - - - 0' - NONE - NONE 100' -0" NO - SECTOR Z AZIMUTH RADCENTER NUYEIER OF VENDOR MODEL Fl LT. TILT' RET TVA NUMBER OF COAX 0 COAX DIPLE7IED S ECTOR Z A ZIMUTH RADCENTER NUMBER OF VENDOR MODEL ElEC. MECH. RET 1MA NUMBER OF COAX 0 COAX DIPLEXED NAS TILT nu COAX LENGTH ANTENNAS T1Lr ALT COAX LENGTH A GSM 850 39' - 6• YES NONE 2 1 -5/8" 30' -0" NO GSM 850 6 YES I NONE 2 1 -5/8" 30' -0" NO �l 265 1 KATHREIN 800- 10122 0' - 265' 39' -0" 1 KATHREIN 800- 10122 0' n. GSM 1900 39' -0" 0' YES NONE 2 1 -5/8" 30' -0" NO GSM 1900 0' YES NONE 2 1 -5/8" 30' -0' NO YY UMTS 850 39' -0" 4' YES NONE YES UMTS 850 _ 4• YES NONE YES S �� UMTS 1900 265' 39' -0" 1 KATHREIN 800 -10122 Cr 0' YES (2) ANDREW ETB19G8 -12UB 2 1 -5/8" 3o'-o" (U8 US) UMTS 1900 265' 39' -0" 1 KATHREIN 800 -10122 0' 0' YES (2) ANDREW ETB19G8 -12U8 2 1 -5 /8" 30' -0" (U8 U9) d RICHARD B. HAL �s MT _ // US 1900_1 39' -0" 0' YES (2) ANDREW ETBI908 -12UB 2 7/8" 30' -0" - UMTS 1900_1 0' YES (2) ANDREW ET819G8 -12U8 2 7/8" 30' -0" - _ ]�/ LTE 700 260' 39' -0" 1 KATHREIN 80010766 5" 7 YES NONE 0 FIBER 30' -0" NO TDMA 850 - 39' -0" I - - - 0' - NONE - NONE 100' -0" NO ��/ • (���+ NOTES: cif • DD.. = USE CON( LENGTHS FOR CUT LENGTHS: }STMATFS am./ S T WA [[ • CONFIRM THAT GENERAL CONTRACTOR IS USING LATEST VERSION OF RFDS. Ii V � 9 5008 PROPOSED AT &T (2) DC I PROP SED (T) FIBER FIBER RUN EXISTING AT &T UMTS OF PANEL ANTENNA EXPIRATION DATE OF TTHE ROUTED WITH EXISTING COX PANEL ANTENNA (TYPIG EL ANT OF 3 SECTOR) TO REMAIN LICENSE: 06/30112 J I EXISTING AT &T GSM / 0 PANEL ANTENNA TO REMAIN EXISTING AT&T N NA M c) PANEL ANTENNA TO REMAIN SECTOR "Z GSM , "ii ''''''.1.1.;/.. PROPOSED AT &7 LTE UMTS 266 ' j rii P ANEL ANTEN (e EXISTING AT &T TDMA \ I AZIMUTH (1 PER SECTOR) F_ I • PANEL ANTENNA i , /� TO BE REMOVED � I i . EXISTING AT &T UMTS ` ' \ J C3 1 0 PANEL ANTENNA -�. TO REMAN + . ( 0 N / EXISTING AT &T UMTS Ce in 0 1:. 4 EXISTING AT &T GSM PANEL ANTENNA PANEL ANTENNA TO BE REMOVED �f C j P O TO REMAIN ` LL ( 3 0__ Z Lit � . _ , fir' EXISTING AT &T GSM �....I Ol co 5/ w . _ ' i / — �� PANEL ANTENNA l !. TO REMAIN PROPOSED AT &T (2) DC _ _ _ ,./L._ RUNS AND (1) FIBER RUN ROUTED WITH EXISTING CONE SECTOR .2" GSM PROPOSED AT &T LTE (TYPIG OF 3 SECTOR) PANEL ANTENNA UMTS 265 / (1 PER SECTOR) / - AZMUTH / ' EXISTING AT &T TOMA , PANEL ANTENNA PROPOSED AT &T (3) AWS RRH TO BE REPLACED UNITS MOUNTED ON D(ISTING _ ANTENNA MOUNT (TYPICAL OF \ (1) PER SECTOR) \ , 700 UNITS MMO A NTED ON EXISTING ) ANTENNA MOUNT (TYPICAL OF �.. REVISIONS (I) PER SECTOR) / NO DATE DESCRIPTION ININITIAL INITIAL L I ' N _ A QIASItIl S$IJW FOR FOR FCD REVIEW RC EXISTING AT &T UMTS PANEL ANTENNA o IIVI�fI =ED TOR iWi M61101C,ION NM _ PROPOSED AT &T (3) SURGE / TO RAN / PANEL EXISTING AT&T UMTS SUPPRESSION BOXES MOUNTED ON / TO REMAIN EXISTING ANTENNA MOUNT '� �_ (TYPICAL OF (1) PER SECTOR) \\ EXISTING EMPTY POLE ' � • `�` \ EXISTING EMPTY POLE .� J EXISTING AT&T GSM G ` PANEL ANTENNA ti fy, ` ,�� NOT FOR CONSTRUCTION UNLESS MAI TO REMAIN 1/ 1 % ) P ISTING GSM LABELED AS CONSTRUCTION SET ' TO REMAIN PROPOSED AT &T LIE - 4 PANEL ANTENNA G '3• / o yes S TITLE ` ta 0 PER SECTOR) !.to... ANTENNA CONFIGURATIONS \ EXISTING AT&T PANEL ANTENNA 0� '(; TO BE REPLACED SHEET NUMBER 24 "Y36" SCALE 3/4" a 1' -0" 24":36• SCALE: 3/4" = 1' -0" RE! 11".17" sc... 3/8' ,• -o , 6 . 0 ,• PROPOSED ANTENNA CONFIGURATION 12 „•x17• SCALE: 3/8" m ,' -o 1 6 0 ,• EXISTING ANTENNA CONFIGURATION I 1 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. MECHANICAL E AwA N MECHA I 6.0 MECHANICAL z Y� world. Delivered. DOWNTILT MANUFACTURER: POWERWAVE 12 0 BRACKET 11 8 y BRACKET - �6 0 MODEL P65- 17- %LH -RR AT&T CPS ANTENNA MANUFACTURER: KATHREIN 'f -I �` -�' • WEIGHT: 70.0 LBS DIMENSIONS: 96 0 X 12.0' X 6.0' MODEL: 80010766K FREQUENCY REFER TO RF DATA SHEET WEIGHT. 61.7 LBS i {}CC • DIMENSIONS: 98.0 X 11 8' X 6.0' I FREQUENCY: REFER TO RF DATA SHEET 12.0 I / 1 7/8' 0 D PIPE I PACIFIC TELECOM SERVICES, e _- 11.8 LLC 4�) i•., SITE PRO 1 PIPE TO 0 �r I PIPE CLAMP SET — QP I •1 =1 =•I�17 (PART# ACPO8K) 14111, 12.0 I! dr 0 0 ___L 1 = •I - 0 o `� Mel RF CONNECTOR, TYP o ' e ' ' m m '� Nr� REMOTE ELECTRICAL 118 I RICHARD B. HAL l�lf DOWNTILT ACTUATOR, TYP N / 44 w REMOTE ELECTRICAL 4vX . ' a o DOWNTILT ACTUATOR, TYP HAM t....4111) * � c _ 1 W • 1'IA RF CONNECTOR, TYP BOTTOM N N J A 5008 NOTFC, 1. LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF `v SOUTHERN SKY AND CANNOT HAVE ANY BLOCKAGES �t' OF °S. RF CONNECTOR, TYP fl.. EXCEEDING 25% OF THE SURFACE AREA OF A r HEMISPHERE AROUND THE GPS ANTENNA. RF CONNECTOR. TYP EXPIRATION DATE OF THE REMOTE ELECTRICAL DOWNTILT ACTUATOR, 7YP O 2. ALL GPS ANTENNA LOCATIONS MUST RF ABLE TO REMOTE ELECTRICAL I LICENSE: 06/30/12 RECEIVE CLEAR SIGNALS FROM A MINIMUM OF DOWNTILT ACTUATOR, TYP F; •—• FOUR (4) SALELOA VERIFY WITH HANDHELD CPS V I �I � G BEFORE FINAL LOCATION OF FCPS ANTENNA. Il ti EWE SIDE FRONT SIDE NOT USED O POWERWAVE ANTENNA SPECIFICATIONS , GPS M OUNTING DETAIL F.1 KATHREIN ANTENNA SPECIFICATIONS II 24•x36' SCALE NOT TO SCALE 0 24 SCALE 3/4 =1' -0 / 24 SCALE NOT TO SCALE • 24'x36' SCALE 3/4.41' -0 5 Q 0 11'x17' SCALE NOT TO SCALE 11'x17' SCALE 3/8 =1' -0 11'x17' SCALE. NOT TO SCALE 11 SCALE. 3/8' -1' -0• N J IL' N F r m01 Cr) z0= NOTE. NOTE N RRH'S TO BE MOUNTED PER RRH'S TO BE MOUNTED PER 7 ly C p MANUFACTURE SPECIFICATOINS l / J MANUFACTURE SPECIFICATOINS Vl Pw.ww4 N n MOUNTING PIPE tD 1 , 4.� WIIIIR!IIIITTI �- \ MANUFACTURER: RAYCAP - - 'I. '' FRONT 1 SO LAR I ,,., MODEL. DC2-48- 60 -O -9E .I I O ® T O O' o SHIE 1 / j / ' 1038 : _ .111 �\ / I G' - : _. .I . \ RRH #`:+ MOUNTING V1( i BRACKETS I i �1/4 MANUFACTURER RAYCAP I =� MODEL OC6- 48- 60 -0 -tE { ° '� � FIBER POWER PROTECTOR REVISIONS MOUNTING PIPE � C • I �I j N :. \ \�lll lll��l � � !� NO. DATE DESCRIPTION - INITIAL WS Y of • "`\`\"\`"`""\`• fp A Wan, 55UtD FOR PCD REVIEW RC 0 WOMB 6311ED FOR Ilea CAItiINICitlN NY i o MANUFACTURER: ALCATEL- LUCENT I I - IIIIIIIIII'M • i I ., _ _ _, __ w MODEL 9442 RRH 700MHz_155 (Lower Bond) ' _ �j1 / )SO VIFN( HEIGHT. 21• I i 4 I I (-_' I WIDTH: 12.2 II Il • UNISTRUT SECURED 1 o WEIGHT 1 51 8 LBS 4 . I1 � 1 _� 1 �� � ' II I mum TO MOUNTING PIPE I I 711T I I I I I I I I I �' M DELA 9442 RRH L- LUCENT ,> • • -‘1) �— ' 6 I �� HEIGHf 24 4 r - - ` D NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET �� WIDTH: 10 6 DEPTH 6.7' ® ® WEIGHT: 43 LBS SHEET TITLE RF & EQUIPMENT DETAILS SHEET NUMBER SURGE SUPPRESSION BOX ^ RRH 700MHZ DETAIL� RRH AWS DETAIL FIB ER /POWER JUNCTION BOX 1 F- :1' -0 24 SCALE 1 1/2 =1' -OI ,J 24 SCALE 1 1/2 :1' -0 24 6 SCALE: 1 1 /2 =1' -OI I 11'x17' SCALE: 3/4' =1' -0' 11 SrAI F• 3/4 ..1' - O • 11 e17 SCAT F. 3/4' =1 ' - THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED GROUNDING KEYED NOTFS; O ANTENNA GROUND BUS BAR NEAR ANTENNA MOUNTS WITH COAX GROUND KIT. SEE DETAIL 9/E -5 FOR GROUND BAR 411 CONSTRUCTION, SEE DETAIL 7/E -5 FOR GROUND WIRE � CONNECTIONS, AND SEE DETAIL 6 /E -5 FOR COAX GROUNDING. at CONNECTIONS, 4 O #2 AWG MOUNT GROUND TO ANTENNA GROUND BUS v —' YOR ` WOIld. Delivered • O EXISTING ROOF GROUNDING SSYSTEMR PD OF BUS BAR TO TIE INTO . ♦ © CAD WELD (TYP). QS GROUNDING FOR LTE EQUIPMENT • Q` iii ( © �2 AWG GROUND FROM AWS RRH UNIT GROUND BUS BAR TO TIE V INTO EXISTING ROOF GROUNDING SYSTEM (TYP OF (2) PLACES) 7 d2 AWG GROUND FROM 700 RRH UNIT GROUND BUS BAR TO TIE PACIFIC TELECOM SERVICES. " ,ry INTO EXISTING ROOF GROUNDING SYSTEM (TYP OF (2) PLACES) LLC yi // �� 41,11) ® BU ABA GROUND NTOM NGPROF ROUNN BYX GROUND � . BUS BAR TO TIE INTO EXISTING ROOF G F GROUNDIDING SYSTEM Po,- ` ` .��♦ O #2 AWG GROUND FROM CPS ANTENNA GROUND BUS BAR TO TIE ^, �♦ INTO EXISTING ROOF GROUNDING SYSTEM d ���♦ 0 t0 INf 82 O EX AWG ISTING GROUND ROOF FROM GROUNDIN SURGE G 80X G SYST E RO M �/' UND BUS BAR TO TIE `[(lA © Q O T T BE VERIFIED) GROUND LEED FROM BUS TO BUILDING STEEL (TO , ~' RICHARD B. HAL 1� 0 , ....... *44 /, U cp SE' , WA . . y 5008 ACS ° 0 OF %,`'S t • R EXPIRATION DATE OF THE OD LICENSE: 06/30112 A ED fix NOTE. Ce /j M V AT &T TO TIE INTO EXISTING BUILDING GROUNDING SYSTEM FOR N ° ELECTRICAL AND TELCO AT SAME LOCATIONS AS EXISTING D O ^ i ./; ELECTRICAL AND TELCO SERVICES I I © At' O m a d ce II I` IMP Y n 1- I + r \� GROUNDING NOTES & LEGEND / \ \�• GENERAL GROUNDING NOTES WO I. ALL DETAILS ARE SHOWN IN GENERAL TERMS ACTUAL INSTALLATION / :r7-' AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. `, 1Z. a---z 2 GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND OTHER METALLIC COMPONENTS USING GROUND WIRES AND CONNECT TO �� SURFACE MOUNTED BUS BARS FOLLOW ANTENNA AND BTS MANUFACTURERS PRACTICES FOR GROUNDING REQUIREMENTS. GROUND COAX SHIELD AT BOTH ENDS AND EXIT FROM TOWER OR POLE USING MFR'S PRACTICES 3. ALL GROUND CONNECTIONS SHALL BE CADWELD ALL WIRES SHALL BE / \ COPPER THHN/THWN. ALL GROUND WIRE SHALL BE GREEN INSULATED WIRE ABOVE GROUND REVISIONS NO DATE DESCRIPTION INITIAL 4 CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE. GROUNDING AND OTHER OP ATINAL TESTIN WILL BE WITN GROUNDING BY AT &T A m)p/ImI ISSUED FOR PCO REVIEW RC — WIRELESS, LLC. REPRESENTATIVE o 61/II/ST FED rem communal NM - - 5 REFER TO DMSION 16 GENERAL ELECTRIC: GENERAL ELECTRICAL • PROVISION AND COMPLY O WITH ALL G REQUI OF J STANDARDS 6 ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OF — GROUNDING SYSTEM, AND RECEIVE APPROVAL OF DESIGN BY AUTHORIZED AT &T MOBILITY REPRESENTATIVE, PRIOR TO INSTALLATION OF GROUNDING SYSTEM PHOTO DOCUMENT ALL CADWELDS AND .N • .-- N N a GROUND RING 7 NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES NOT FOR CONSTRUCTION UNLESS INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS LABELED AS CONSTRUCTION SET GROUNDING ROD NOM SYMBOL DESCRIPTION SYMBOL DESCRIPTION (WHERE APPUCABLE) SHEET TITLE ` ELECTRICAL CONTRACTOR SHALL ORDER GROUND RESISTANCE TESTING SCHEMATIC GROUNDING PLAN /AV ® COPPER GROUND ROD 4 TEST WELL ONCE THE E, UR THE FALL B POTENTIAL INSTALLED, A SHOULD PERFORM THE TEST. THE REPORT WILL SHOW THE LOCATION OF THE • CADWELD CONNECTION MN GROUND BAR TEST AND CONTAIN NO LESS THAN 9 TEST POINTS ALONG THE TESTING LINE, GRAPHED OUT TO SHOW THE PLATEAU. SHEET NUMBER • SIDE SPLICE CADWELD 2 POINT GROUND TEST OR 3 POINT 62% TESTS WILL NOT BE ACCEPTED AS ALTERNATIVES TO THE AFORE MENTIONED GROUND TESTS. El ` li TEST SHALL BE PERFORMED WHILE THE COUNTERPOISE IS ISOLATED ..- FIELD VERIFY & TIE INTO EXISTING GROUNDING SYSTEM FROM THE A/C SYSTEM GRIDS AND EXISTING COMMUNICATIONS FACILITY. THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED L �� 1t &t . _-, Your world. DeOvered. PACIFIC TELECOM SERVICES, LLC NOT USED F./ NOT USED ( NOT USED NOT USED `" �� 24:x36' S NOT TO SCALE 24'x36' SCALE. NOT TO SCALE I`•r 24:x36; SCALE: NOT TO SCALE I3 24'x }6' SCALE: NOT TO SCALE 12 5 r 11"x17" SCALE NOT TO SCALE 11 "x17" SCALE NOT TO SCALE 11%17" SCALE: NOT TO SCALE 11'x17" SCALE. NOT TO SCALE ~ ` RICHARD B. HAL 1�i'1 NEW COAXIAL GROUND KITS W/ LONG BARREL � NOTE COAT ALL MECHANICAL CONNECTIONS COMPRESSION DOUBLE LUGS. ATTACH TO . WITH 'NOOX' OR APPROVED EQUAL GROUND BAR & INSTALL BY ANTENNA � r�j CONTRACTOR (CADWELD TYPE -GL) S 0 NEW 4'x 24'x 1/4' thk COPPER GROUND 0 � S , WA [ \ BAR INSTALLED BY GENERAL CONTRACTOR 5008 00000 000000000000 � . OF O * O O O 00 000000000°°° EXPIRATION DATE OF THE LICENSE: 06/30112 O O 0 O O O 0 0 0 0 0 0 24' u FIELD VERIFY #2 SOLID BARE TINNED COPPER WIR CADWELD (TYPE -GL) NOT USED IT NOT USED "x GROUND BAR ( � 24"x36" SCALE: NOT TO SCALE 2436' SCALE NOT TO SCALE 'x 2438' SCALE: NOT TO SCALE 0 CC 11x17' SCALE NOT TO SCALE 11'x17' SCALE NOT TO SCALE 11 "x SCALE. NOT TO SCALE Q a M 0 04 #6 AWG FROM ANTENNA TO ANTENNAS ) N CABLE GROUND KIT /� n L(') 07 O7 M z o COPPER GROUND ,. . _ RX2 II 1 TX1 /RX1 to BAR ON WALL. ICE WEATHERPROOFING BRIDGE. FLOOR OR I ; KIT (TYP.) C N Q ON ANTENNA TOWER - = (�) JUMPER = GROUND KIT (TYP.) I■ 0 m I / O O CZ �, • 0 Q CONNECTOR ' ' B6 AWG O 0 O O O � O O WEATHERPROOFING O O KIT (TYP) SEE NOTE 2 l A l l \._.l \._.l COPPER ANTENNA GROUND s. ' BAR, WITH INSULATORS. BONDED DIRECTLY TO TOP OF -I- LIGHT POLE OR UTILITY POLE E HOLE LUG. \--1 OT � ANTENNA CABLE EXOTHERMIC WELD D TO BE BTS USED WITH #2 AWG BCW TO TO BTS EQUIPMENT (TYP.) BUILDING SERVICE GROUND GROUND CONDUCTOR SHALL OR GROUND RING / BE ELIMINATED WHEN TO GROUND RING GROUND BAR IS NOTES ELECTRICALLY BONDED TO DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE NOTE: METAL TOWER /UGHT POLE DOWN TO ANTENNA GROUND BAR. GROUND BARS AT BOTTOM OF TOWERS /LIGHT POLES STRUCTURE SHALL ONLY USE EXOTHERMIC WELDS WEATHER PROOFING SHALL BE IWO -PART TAPE KR COLD SHRINK SHALL NOT BE USED. NOT USED GROUND WIRE INSTALLATION '7 NOT USED GROUND CABLE CONNECTION Iff = 24'x36' SCALE NOT TO SCALE Q 24'x36' SCALE: NOT TO SCALE / 24'x36' SCALE NOT TO SCALE U LEI 24'x36' SCALE NOT TO SCALE 11'x17' SCALE NOT TO SCALE 11'x17' SCALE NOT TO SCALE 11'x17' SCALE. NOT TO SCALE I 11'x17' SCALE NOT TO SCALE - REVISIONS NO DATE DESCRIPTION INITIAL • q- A 01/01/$11 ISSUED FOR PCO REVIEW RC • '- �� Imo,_ Fr� • 0 W/10/E11 6SU0) FOR TMLL fd161WICIDI NY ll • F TYPE TA TYPF-111 TYPF N(', TYPE S5 '11I C� NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET TYPE YY TYPE VS TYPE VB I2C2E21 e��, A� p SHEET TITLE . • � ' /.\ GROUNDING DETAILS TYPF GT TYPF GY 1325 -GE TYPF GL SHEET NUMBER 1 N USED NOT USED ) CADWELD GROUNDING CONNECTIONS .1) NOT USED 24'x36' SCAL N TO $CALE 2a: }6' SCALE NOT TO SGLEI ,J 2436' SCALE: NOT TO SCALE L, 24x36' SCALE. NOT TO SGLEI r 11 'x 17" SCA NOT TO SCALE I 1 ' 1 T SC 4 I F _TAT--T.P 4Ca1 F 11%17' ¢CAI F. NOT TO SCALE 11 SCALE. NOT TO SCAT F THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED I. • • - rte E N G I N E E R I N G ROOFTOP ANALYSIS REPORT 'Mrs. Wendy Long Goodman Networks QQ, �i�C� Carrier: AT&T 8815 122 Avenue NE. 1�V �� Carrier Site Name: Tigard Kirkland, WA 98033 0 \�JJ Carrier Site Number: PR35 .1.4,1\1\ Client Site Name: Tigard O\k -;o Client Site Number: PR35 ' a\O Site Address: 6975 SW Sandburg Rd \ , • G 0 Tigard, OR 97223 Washington County PROJECT DESCRIPTION: AT &T proposes to replace (3) existing TDMA antennas with (3) new LTE panel antennas (1 per sector) and also add corresponding RRH's and surge protectors to existing frames located at the above referenced rooftop. Antennas will have a 39' rad center. ANALYSIS: The purpose of this analysis is to determine if the existing antenna frames and rooftop structure are structurally adequate to support the proposed loadings and provide any recommendations for modification in order to bring the structure into compliance if needed. The structure has been analyzed in accordance with the 2010 Oregon Structural Specialty Code. The additional design criteria used in our analysis is as follows: • 95 mph (3 -sec gust) with no ice • Occupancy Category II • Wind Exposure B • Seismic Design Category D • Topographic Factor, K = 1.0 RESULTS: Based on our review of the existing structure with the proposed loadings, we have determined the following: Existing Antenna Frames: Structurally Adequate Existing Frame Conn to Roof: Structurally Adequate Existing Roof Structure: Structurally Adequate Please refer to Appendix A for structural calculations supporting the above results. We trust this addresses your concerns. Please contact us if there are any questions. PROFE 1N "o I o6ipt Prepared By: Christofer Nickerson, P.E. 7 Dated: March 31, 2011 ORE • N Contents: ,9Y 12 Report 1-4 Appendix A (Calculations) A PAUt-N Appendix B (Original Engineering Calcs) B EXPIRES: 2 Appendix C (Original Roof Framing) C 568 First Avenue S, #650, Seattle, WA 98104 • [Phone) 206.342.9000 • [Fax] 206.903.8513 SEATTLE I PORTLAND I SAN FRANCISCO I COSTA MESA Rooftop Analysis Report March 31, 2011 Carrier Site Number PR35 2 1 Loading Specifications Proposed - The following proposed loading was considered in the structural analysis of the rooftop. Elevation Loading Type Quantity Sector(s) Owner (Feet) per Sector 39.0 Powerwave P65- 17- XLH -RR 1 X, Y AT&T 39.0 Kathrein 800 10766 1 Z AT&T 39.0 Alcatel 9442 RRH 700 mhz 1 X, Y, Z AT&T 39.0 Alcatel 9442 RRH AWS 1 X, Y, Z AT&T 39.0 Raycap DC2- 48 -60 -0 -9E 1 X, Y, Z AT&T Existing to Remain - The following existing / reserved loading was considered in the structural analysis. Elevation Loading Type Quantity Sector(s) Owner (Feet) per Sector Kathrein 800 10122 w/ pipe mounts 2 X,Y,Z AT&T 39.0 Andrew ETB19G8 -12UB 4 X,Y,Z AT&T 39.0 Nokia CS72993.08 2 X,Y,Z AT&T 33.0 Steel Frame on Timber Sleepers 1 X,Y,Z AT&T 1. Elevations reference the centerlines of panel, yagi and dish antennas, and the bases of frames. 2. All elevations are in relation to the average surrounding grade of the structure. The final loading used In this analysis is the combination of the Proposed and Existing to Remain loads shown in the above tables. Existing Structure - The following materials and specifications were considered in the structural analysis of the rooftop. The existing building is a 2 story, wood framed, with a roof height of 30ft AGL. Member S ecification Notes Frame ASTM A36 Assumed* Roof Framing DF #2 From Structural As- Builts * All assumed values must be verified. See assumption in section 2 below. 568 First Avenue S, #650, Seattle, WA 98104 [Phone] 206.342 9000 [Fax] 206.903 8513 SEATTLE I PORTLAND I SAN FRANCISCO I COSTA MESA Rooftop Analysis Report March 31, 2011 Carrier Site Number: PR35 3 2 Data Provided and Assumptions Data — The following data was used to model and analyze the structure. Data Document Author Date File Building Structure Structural As- Builts Unknown Unknown -- Original Install Calcs RT Miller Engineering, Inc 8/1/1990 — Existing Loadings Site Walk PTS 12/2/2010 PR35 RFDS AT&T 12/7/2010 PR35 Proposed Loadings RFDS AT&T 12/7/2010 PR35 Assumptions — The following assumptions were made in order to complete the analysis of the structure. All assumption MUST be checked. If any assumption is found to be inaccurate PTS Engineering shall be immediately notified so that the appropriate changes can be made to this report. Assumptions are as follow: 1. The building and its foundations were constructed as shown in the original design documents, previous structural analysis report, mapping report, photos, and /or other documents. 2. The building, platform, and its foundations are in good condition with no corrosion, damage or fatiguing which could cause a reduced capacity in any member. 3. The building meets the current code design loads and parameters. '4. The assumed specifications as indicated in section 1. 3 Conclusion A general review of the entire structure was also completed to verify any effects that the additional loadings would have on other elements of the structure as well as the entire structure itself. The additional loadings were found to add less than 5% to the structure and are deemed adequate in accordance with section 3403.3 of the 2010 O.S.S.C. To the best of our knowledge and belief, the existing structure with the proposed loading as listed in section 1 is in satisfactory compliance with the requirements of the specifications, codes and agencies having jurisdiction over the work. 568 First Avenue S, #650, Seattle, WA 98104 ^ [Phone] 206 342 9000 [Fax] 206 903.8513 SEATTLE I PORTLAND I SAN FRANCISCO I COSTA MESA I 1. Rooftop Analysis Report March 31, 2011 Carrier Site Number: PR35 4 4 Disclaimers Installation procedures and related loading are not within the scope of this analysis. A contractor experienced in similar work should perform all installation work. The engineering services provided by PTS are limited to the calculations of the structure with the proposed and existing/reserved loads indicated in this report. This analysis is considered void if the loading mentioned in this report is changed or is different as installed. It is assumed that the existing structure is properly maintained and is in good condition free of any defects. Scope of this analysis does not include existing connections, except as noted in this report. PTS does not make any warranties, expressed or implied in connection with this engineering analysis report and disclaims any liability arising from deficiencies or any existing conditions of the original structure. PTS will not be responsible for consequential or incidental damages sustained by any parties as a result of any data or conclusions included in this Report. The maximum liability of PTS pursuant to this report shall be limited to the consulting fee received for the preparation of the report. It is the responsibility of the Client to ensure that the information provided to PTS and used in the performance of our engineering services is correct and complete. In the absence of information to the contrary, we assume that all structures were constructed in accordance with the drawings and specifications and are in an un- corroded condition and have not deteriorated: and we therefore assume that their capacity has not significantly changed from the "as new" condition. All services will be performed to the codes and standards specified by the client, and we do not imply to meet any other code and standard requirements unless explicitly agreed to in writing. If wind and ice loads or other relevant parameters are to be different from the minimum values recommended by the codes and standards, the Client shall specify the exact requirements. In the absence of information to the contrary, all work will be performed in accordance with the standards as specified in this report. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering practices and principles. PTS is not responsible for the conclusions, opinions and recommendations made by others based on the information we supply. 568 First Avenue S, #650, Seattle, WA 98104 e [Phone] 206.342 9000 ^ [Fax] 206.903.8513 SEATTLE I PORTLAND I SAN FRANCISCO I COSTA MESA Rooftop Analysis Report March 31, 2011 Carrier Site Number: PR35 A A Appendix — Structural Calculations • 568 First Avenue S, #650, Seattle, WA 98104 e [Phone] 206 342.9000 e [Fax] 206.903.8513 SEATTLE I PORTLAND I SAN FRANCISCO I COSTA MESA SEISMIC DESIGN CRITERIA Design Criteria: Notes: • 2010 Oregon Structural Specialty Code • non - structural components • Earthquake Ground Motion Parameters V 5.09.a • ASCE7 -05 Latitude = 45.421609 Importance Factor, I = 1 Sec 115 Longitude = - 122.747432 Site Coefficient, F = 1.00g mole 11 I Occupancy Category = II Table I - Site Coefficient, F, = 1.50g Table 114 - Site Class = D Table 20.3-1 Response Modification Factor, R = 2.5 Table 13 a- I Sol= 0.546g Eq 1 -4 Amplification Factor, a = 1 Table 136 Sms = 1.573g Eq 114- I Average Structure Height, h = 35.0 ft SMi = 0.819g Eq i 14 - Mapped Parameter, Ss =. 1.573g rusGS) Max SDF = 1.68 W Eqn 13 3 -2 Mapped Parameter, S = 0.546g ruSGS) Min SDF = 0.31 W Eqn 13 3 - Height of Component, z = 46.6 if Seismic Design Force, F = 0.50 W Eqn 13 3 - l Sas 1.049g Eq 11. - 3 Seismic Design Category = D Tables I i 6 - and 1 1 6.2 Seismic Design Force, F = 0.35 W (ASD)• • Value has been multiplied by 0.7 for a direct comparison to the wind loads for determining the governing load case. ICE LOAD DESIGN CRITERIA Design Criteria: Notes: • 2009 International Building Code • • ASCE7 -05 • ice Calculation Aln wspi)erHC iany ji bl .AX:E -Q51 t = 1.000 in Figure 10 -2 applicable = No t= 0.000 in Height of Component, z = 46.6 ft K 1.00 li = 1 Table 10 -1 ASCE 7 t = 2.0tl Design Ice Thickness, t = 0.00 in I L:EP?3E .,J r...ane.... ,iiR-:55PT3:osc:; , Roof len, s'sA;C.ever Project Tigard Design: 6975 SW Sandburg Rd CPN Client Tigard, OR 97223 Date: E N G I N E E R I N G Goodman 3/31/2011 Site Number. Page: Sezrruc - ICE PR35 1 WIND DESIGN CRITERIA Design Crtterta: Notes: • • 2010 Oregon Structural Specialty Code • Topographic Factor. Method 2 (Per ASCE 7-05) • ASCE7 -05 • Method 2 - Analyfcal Procedure (Per ASCE 7-05) • Exposure = B (ASCE 6 5.6.3) Directionality Factor, K = 0.95 Table 6 -4 Basic Wind Speed, V= 95. mph (3 -sec gust) Gust Factor. G = 0.85 6 5 8 I Basic Wind Speed (ice), Vi = 30. mph Figure 10 -2 (3 -sec gust) Wind Importance Factor, I = 1 Table 6- I City Defined K N/A Enter N/A if not applicable E - W Wind K NW - SE / NE - SW Wind Kn N - S Wind K, Topography - Figure 6-4 Topography - Figure 6-4 Topography - Figure 6-4 Terrain= Hill Terrain= Hill Terrain= Escarpment Site= Up Site= Up Site= Up H= 101 ff H= 90 ff H= 95 ff Lh 1585 ff 4,= 790 ff 4, 531 ff x= 396 ft x= 264 ff x= 0 ff h= 47 ft h= 47 ft h= 47 ft N= 1.5 p= 1.5 p= 1.5 y= 4 y= 4 y= 2.5 K value= 0.95 K, value= 0.95 K value= 0.75 K1= 0.06 K1= 0.11 KI= 0.13 K2 0.83 K2 0.78 K2 1.00 K3 0.89 K3 0.79 K3 0.80 ICzt 1.00 ice = 1.00 K r = 1.00 K 1.00 Height of Component, z = 46.6 ft Pressures: Ref ASCE7 -05 Ht K ch P., R1 (Ic0 PI (Ics) feet psf psf psf psf 0-14 0.57 12.51 10.63 1.25 1.06 15 0.57 12.51 10.63 1.25 1.06 20 0.62 13.61 11.57 1.36 1.15 25 0.66 14.49 12.31 1.44 1.23 30 0.70 15.36 13.06 1.53 1.30 40 0.76 16.68 14.18 1.66 1.41 50 0.81 17.78 15.11 1.77 1.51 . 60 0.85 18.66 15.86 1.86 1.58 70 0.89 19.53 16.60 1.95 1.66 80 0.93 20.41 17.35 2.04 1.73 90 0.96 . 21.07 17.91 2.10 1.79 100 0.99 21.73 18.47 2.17 1.84 120 1.04 22.83 19.40 2.28 1.93 Design Wind Pressure (No Ice), P„ = 14.74 psf I Design Wind Pressure (Ice), P = 1 .47 psf ( . P l ;!r,.. .r ?'P'c,•'::s'• na•1 I. TF•PR3. Tgn,..) Erg r3'r ngl ;P ?45 P'S Loads (Prcf t.;p) •!s- jCovE.r Project Tigard Design: 6975 SW Sandburg Rd CPN 11 .,. r .. Client: Tigard, OR 97223 Date: E N G I N E E R I N G Goodman 3/31/2011 Sffe Number. Page: wmr. PR35 2 r � PR35 Ti u and NW SE dction � rds''� ��}'■ f J '�.` l L�S - ,, v-4.-..,,-. " RTC f �' � r t� r �„ X/3 11 ire Fp. r J`� 7r r�f Yt Dui " v 7i. r ;IN `�- ,F ir7.1 in ea • er ica �' � �I ; � i �y`+ j �' i^ ;s � { ��� -'' n11 'f� t., / c f ,< P' sx j.1"J r . ' ; rr � �^ .- � \ �� - - r 'r _ ,}i r ,- . �]i +a� 't �g l q u i �l �� , 1 / -_ _ c '''F. `"" 'M`r. : i ;!� t' f Op i Z-..1. :a.'.",a- ' ItiVfl, r (� t � ` ,� q' a l` • , a� . I ' I I ` I ln,.;� r_ . i 1 t1.: :'�. 1�i ! � r � y ra. � � tai E 1 5i � . � � 1 �� iy / ,' �' \ I. .-I fbki. ILYc .� , R:� ‹. 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T � m � g C '" y 90.&,^9.°2!2 v P 1' m X' d - , o o E .2 O u Protect Tigard Design: 6975 SW Sandburg Rd CPN ®rIl Tigard, OR 97223 Client Date: E N G I N E E R I N G Goodman 3/31/2011 Site Number. Page: ter o , PR35 5 s , a t m LOADS Z Design Criteria Notes. • 2010 Oregon Structural Specialty Code • Figure 6-2i Cf 0) • ASCE7 -05 • Force = p'CrA Z I Ice Wt = 56 pcf Design Wind Pressure = 11 74 Psf Design Ica Thickness = 000 in Design Wind Pressure (Ice) = 000 psi m 1111111th Height of Component. z = 46 5833333 ft Fp = 035 W 10 7'E) m G= 085 6 5.8 1 Sos = 1 049 g 0 - T ill u. Fa seSectors x a 9 Z APPURTENANCE Model Manufacturer NO ICE ICE Quantify Blocked Blocked O7M'. Wind ce wind Ricci Wind Wind Ricci Seismic Force Face Force Side 0.7'Eh 0 7'Ev Weight Force Face Force Side Height 1 OW 1 OWI 1 OW I OWI lb-ft Face Side ms lbs lbs Ib Side s lbs lbs lbs lbs. feet b-ft lb-41 1W1 -ft 0 7E 2 S' x10' Std. Steel Floe AISC Manual 4 4 0 23200 000 169 79 81 75 34 06 000 0.00 000 6.0 0.00 000 1018.73 0.00 490.47 800 10122 Kathren Scala 2 0 0 120 00 235 85 153 15 42 28 1 7 62 000 000 000 6.0 1415 I 1 000 918 92 000 253 69 H 0 zi ETB19G8 -12UB Andrew 4 2 0 6360 2949 2578 22.41 934 000 000 000 30 88.47 000 77.33 0.00 67.23 g N 0 P65.17- XLH-RR Powerwave 1 0 0 7000 16900 10022 2466 1028 000 000 000 6.0 101402 000 60134 000 14799 Z 4 . Alcatel 9442 RRH 700 Mhz Lucent 1 0 0 51.00 34.40 3054 1797 749 000 000 000 3.0 103.21 0.00 91.63 000 5391 Alcatel 9442 RRH AWS Lucent 1 0 0 4300 3499 2249 1515 631 000 000 000 3.0 10496 000 6747 000 4545 N. Remote Down tilt Remote Down Tilt 3 0 0 1500 1341 5.84 5.29 2.20 CO 0 000 000 3.0 4024 0.00 1753 CO 0 1586 DC2-48-60-0-9E Roycao 1 0 0 3100 14 85 895 1092 455 000 000 000 J0 44.54 000 2686 000 3277 L3s3z3/16x10' Steel Angle RISC Manual 6 3 3 22260 22108 22108 7843 3268 000 000 000 2.0 442.16 000 442.16 000 156.87 0 0 1 1 CS7299308 Nokia 2 1 0 70.00 2928 2713 2466 1028 000 000 000 00 000 000 000 000 000 00 �O CO Totals _ 918.2 782.4 765.0 323.5 134.8 0.0 0.0 0.0 _ _ 3252.72 0.00 3261 96 0.00 1264.24 a a N a 3 es Sled Depth 4 5 feet Tension Lags Back Row 4 0 7D to Sled Width (Face) 8 feet Total Lags 8 V D Lags in Front Row 4 a to (..) C Face Side CO 430 toad Combinations Vertical Lateral ASO Load Combination. Vertical Lateral ASD Max Shem Loads (Remaining Botts) 70 TIC 1- / +) Shear T/C ( - / +) Shear O. lb lb lb lb - L, I D 918.20 000 1 D 918.20 0.00 5 1 OD +W •180.71 97.79 5 1 013+W 51.35 191 24 - - r i 7 0 6D*W - 180.71 9779 706D +W - 132.29 191.24 SE (1.0+ 14'SDs)'D+0 7'E -70.24 40.44 5E (1 0 +.14•SDs)'D+0 PE 368.47 80.88 I BE 10 6. 14'SDs)•0+0 7'E •70.24 40.44 BE (0 6- 14'SDs)'D00 7'E 50 03 BOBS 21 D+0 701+0 7Wi 000 0.00 21 0+0 70+1) 7Wi 137.73 0.00 • 710.6D+0701+0.7W1 0.00 000 Ti 0.6D +070+07W1 45.91 0.00 W - -.1 O Mm Loads (Back Tension Lags) -1B0 71 97.79 Max Loads (Front Comer) - 132.29 191 24 • • 2 tr. Va Z LIFO Load Combinations Vertical Lateral LOFO Load Combinatilons Vertical Lateral j cc T/C 1- / +) Shear TIC I +( Shem �. F lb lb lb lb re 1 1.4'0 128548 0.00 11.4•D 1285.48 0.00 W 'E 4 1 D+1 6'W - 289.13 15647 412 *16'W - 10147 30599 5E 11 2+02'SDs)1D +10 - 100.34 5777 5E (1 2+0.2•SDs) - D +1 O'E 421.45 11555 - / - - - ' - - - \- 609•D+16'W -28913 156.47 6 09'0 +16•W - 239.20 305.99 7E (0.9 -0 2'SDs)'D +1.0'E - 100.34 57.77 7E (09 -0 2'SDs)'0 +1 0•E 91 14 115.55 BACK _I SLED DEPTH I FRONT a• • \ () 0 21 1 2•D +0 2'Di 1055.93 0.00 2. 1.2 - D+0 705 918.20 0.00 to W -. 3 4112•D +DI*WI 000 000 411.210 +ol+Wi 91.82 0.00 !p A Z t o 610 +D1 +WI 000 0.00 6109'0 +DI+Wi 45.91 0.00 0 7 Max loads (Back Tension lags) •289.13 156.47 Max loads (Front Corner) •239.20 305.99 LIFO Max Shear Loads (Remaining Botts) P 1SrrucruraaPromci:UT &7IGoadmen L iE10 Troaro101 Eneneenney'.435 PTS Lords MOO Ms nsrfCooer • • m LOADS Notes: Design criteria • 2010 Oregon Structural Specialty Code • Figure 6-21 Cf 0 • A5CE7 -05 • Force = p•CPA Z I Ice Wt = 56 pct Design Wind Pressure = 14 74 psf Design Ica Thickness = 0.00 In Design Wind Pressure (Ice) = 000 psi m i Height of Component. z = 46 5I1:3913.l ft FP = 0.35 W (0 7'E) m G= 085 6.5.8.1 Sus = 1.049 g 33 Sector 2 Face Side Z APPURTENANCE NO ICE ICE OTM's Wind Wind lice) Wind Wind (Ice) Seismic e) Seisc Model Manufacturer Quantity Blocked Blocked Weight Force Face Force Side 0.7•Eh 0 7'Ev Weight Force Face Force Side Height IOW 10Wi 1.0W IOWA 0 7E O 1311 Face Side lbs lbs. lbs lbs lbs lbs lbs. lbs feet lb-ft OsH lbN b-ft lbtt 25 "410'Std Steal Pipe AISC Manual 3 3 0 174.00 000 12734 6131 2555 000 0.00 000 6.0 000 000 764.05 000 36786 800 10122 Kathreln Scala 2 0 0 120 CO 235 85 153 15 42 28 17.62 000 000 000 6.0 1415.11 000 918.92 000 253 69 4A 0 ETB19G8 -12UB Andrew 4 2 0 6360 2949 25.78 22.41 9.34 0.00 000 000 3.0 8847 0.0 7733 000 6723 r r 80010766 Kathreln Scala 1 0 0 6170 16671 100.22 2174 906 000 000 000 6.0 100026 000 60134 ., 000 130.44 Ilk c R. g Alcatel 9442 RRH 700 Mhz Lucent 1 0 0 5100 34.40 3054 1797 749 0.00 0.00 000 3.0 10321 000 9163 000 53.91 3 Y Araiel 9442 RRH AWS Lucent 1 0 0 4300 3499 2249 15.15 631 000 000 000 3.0 10496 000 6747 000 4545 N. Remote Down Till Remote Down lilt 3 0 0 15.00 13 41 584 529 220 000 000 000 3.0 40 24 000 1753 000 15.86 DC2-48-60-0-90 Raycap 1 0 0 31 00 14.85 8 95 10 92 4 55 0 OG 000 000 3 O 44 54 000 26 86 000 32.77 L3x3133/16410' Stool Angle AISC Manual 6 3 3 22260 221.08 22108 78.43 3268 0.00 0.00 000 20 442.16 000 442.16 000 15687 A 0 y o at None None 0 0 _ 0 000 000 000 000 0.00 000 000 000 00 000 0.00 _ 000 000 0.00 A O CO v CO Totals 781.9 750.8 695.4 275.5 114.8 _ 0 0 0 0 _ 0.0 3238.96 000 3007.28 0.00 1124.07 CA O 4.n O Q in a 3 * Sled Depth 4 5 feet Tension Lags Back Row 4 a xi 0 Sled Width (Face) 8 feet Total Lags 8 ' ] Logs In Front Row 4 a 1�r,7 CC Face Side _ 03 ASO Load Combinations Vertical Lateral ASD toad Combinations Vertical Lateral AS0 Mm Shear Loads (Remaining Bons) MUM O. T/C (- / +) Shear T/C (- / +) Shear lb lb lb lb - I- I D 781.90 0.00 1 D 781.90 000 5 1 0D +W •179.94 93.85 5 1 0D +W 15.04 173 85 - 7 0.6D +W - 179.94 93.85 7 0 6D+W - 141.34 173 85 5E (1 0+ 14'503) - 0+0 7•E -62.45 34.44 SE (1 0+ 14 7'E 307.84 68 88 8E (06- 14'503)•0+0 7•E - 6245 34.44 SE (0.6. 14•SDs)'D+07•E 36.66 68.88 • 21 D+070H-07W1 0.00 0.00 210+0.701+O7W1 117.29 000 . 2 71060+0.701+07W1 000 000 71060+0.701*07WI -39.10 0.00 W Max Loads (Sack Tension Lags) - 179.94 93.85 Mae Loads (Front Com er) - 141.34 173.85 j l ; 2 LIFO load Combinations Vertical Lateral LIFO Load Combinations Vertical Lateral Z T/C (-/ *) Shear T/C I / +I Shear j� ] 7 /- lb lb lb lb 1- K 1 1 4•D 1094.66 000 1 1 0'D 1094.66 000 f W 4 12'D+16'W -28791 150.16 412•0+16•W - 132.32 278.16 _- O • SE )l 2+02'SDs)'D +1.0'E -89.21 4920 5E (1.2+0.2'5041'0+1 0•E 350.41 9839 - 6 0.9 +1 6'W -287 91 150.16 6 0.9 6•W - 249.60 278 16 7E (09 -0.2'503)'0 +10'E -8921 49.20 7E (09-0 2'SDs)•D +1 .0•E 69.13 98.39 BACK i I FRONT "1 C Ca Q () p 21 12•D+0.2 899.19 0.00 211.2'0+02 781.90 000 % SLED DEPTH CI --- Y M 4112 *DI +WI 0.00 0.00 4i 12'D+DI+WI 78.19 000 ID se Z 610.9 0.00 0.00 6109•D+01+WI .39.10 0.00 • 0 •- Max Loads (Back Tenon Lags) - 287.91 _ 150.16 Max loads (Front Comet) •249.60 278 16 UFO Max Sheen Loads (Bemalnhsg Bons) IFIZEII a L TEOPP35 rua•Vdr Enroeea^rWPR35 Pis Co, e iRoarlOP: ••:,:cover - • LAG SCREW for Exist Sleeper Conn and Frame Base Conn Design Criteria: Notes: • 2010 Oregon Structural Specialty Code • All Side Members are defaulted to be 3 gage ASTM A 653 Grade 33 steel • • 2005 NDS • Override Values used In cases with Side Member Values are Alternative to Assumtrons Loads Loads Vertical Lateral Vertical Lateral T Shear T Shear lb /bolt lb /bolt lb /bolt lb /bolt 918.20 0.00 918.20 0.00 - 180.71 97.79 51.35 191.24 - 180.71 97.79 - 132.29 191.24 -70.24 40.44 368.47 80.88 -70.24 40.44 50.03 80.88 0.00 0.00 137.73 0.00 0.00 0.00 -45.91 0.00 • Insert Allowable Loads from Adjacent Sheet • Insert Allowable Loads from Adjacent Sheet Lag Screw Calculations Lag Screw Calculations Diameter = 3/8 Diameter = 3/8 Length = 7.0 in Length = 7.0 in SG, G = 0.43 SG, G = 0.43 CD = 1.6 CD = 1.6 p = 2.65625 p = 2.65625 side mem. t = 0 in side mem. t = 0:239-IP t. OVERRIDE = 4.000 in t. OVERRIDE = 4.000 in t= 4.000 in t= 4.000 in Withdrawal Withdrawal W, per log = 243 lbs/in W, per lag = 243 lbs/in pw = 2 21/32 pw = 2 21/32 Wp= 1034 lbs Wp= 1034 lbs Shear Shear Z 1 = 4-60 -lbs Z 1 = 160 Ibs Z 1 OVERRIDE = N/A Z 1 OVERRIDE = N/A Z 1, per lag = 160 lbs Z 1 , per lag = 160 lbs p /8D = 0.89 p /8D = 0.89 T 1= 2271bs T 1= 227 lbs Blocking Requirements Blocking Requirements Min 1 Edge Dist = 1.50 In Min 1 Edge Dist = 1.50 in Min Width = 3.00 in Min Width = 3.00 in Min Depth = 3.16 in Min Depth = 3.16 in Results Results Resultant Angle Z'a Resultant Angle Z'a Load a Load a lb degrees lb lb degrees lb 0.00 0.00 226.67 0.00 0.00 226.67 205.47 61.58 572.19 191.24 0.00 226.67 205 47 61.58 572.19 232.54 34.67 303.30 81.05 60.07 547.94 80.88 0.00 226.67 81.05 60.07 547.94 80.88 0.00 226.67 0.00 0.00 226.67 0.00 0.00 226.67 0.00 0.00 226.67 45.91 90.00 1033.68 P ISI::.cturalPro;ectsW rn TIGoodman L TEIPR35 rrgard I Engrneennr,.IPR35 PTS Leads (ROO top) .1.5. !Cover Project Tigard Design: 6975 SW Sandburg Rd CPN 11 Client Tigard, OR 97223 Date: E N G I N E E R I N G Goodman 3/31/2011 Site Number. Page: i ngs Screws PR35 8 (E) Roof Joists Supptg Frame Controlling Condition BeamChek v2009 licensed to: Chris Nickerson PE Reg # 6181 -66005 • PR35 - Tigard (E) Roof Joists Prepared by: CPN Date: 3/31/11 Selection 12x 12 DF -L #2 @ 24 In oc Lu = 0.0 Ft Conditions NDS 2005, Repetitive Use Min Bearing Area R1= 1.4 in R2= 1.2 in (1.5) DL Defl= 0.41 in Data Beam Span 17.0 ft Reaction 1 LL 425 # Reaction 2 LL 425 # Beam Wt per ft 4.1 # Reaction 1 TL 881 # Reaction 2 TL 737 # Bm Wt Included 70 # Maximum V 881 # Max Moment 3229 # Max V (Reduced) 802 # TL Max Defl L / 180 TL Actual Defl L / 276 LL Max Defl L / 240 LL Actual Defl L / 619 Attributes Section (in') Shear (in TL Defl (in) LL Defl Actual 31.64 16.88 0.74 0.33 Critical 32.56 5.81 1.13 0.85 Status Fails OK OK OK Ratio 103% 34% 65% 39% Fb (psi) Fv (psi) E (psi x mil) Fc I (psi) Values Reference Values 900 180 1.6 625 Adjusted Values 1190 207 1.6 625 Adjustments CF Size Factor 1.000 Cd Duration 1.15 1.15 Cr Repetitive 1.15 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Loads Uniform LL: 50 Uniform TL: 80 = A I Point TL Distance B = 188 2.0 I Uniform Load A I Pt loads: I 0 R1 = 881 R2 = 737 SPAN = 17 FT • Uniform and partial uniform loads are lbs per lineal ft. 1 Rooftop Analysis Report March 31, 2011 Carrier Site Number: PR35 B B Appendix — Original Install Structural Engineering Calculations 568 First Avenue S, #650, Seattle, WA 98104 • [Phone] 206.342.9000 • [Fax] 206.903.8513 SEATTLE I PORTLAND I SAN FRANCISCO I COSTA MESA • • R.1; Miller Engineering, Inc. ® 9of .2 et- /- or 3 " ' C,,NSULTING STRUCTURAL ENGINEERS ® ♦ 4 - -.... - \ 503 2 81955 • Date: 790 "77C1. 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Sires -r �:C•P4". � / • { 1 - ..1 �.. -7.4"'• '-'1% _ . -1� : •• -, ; VA - • *•.`:;' [! ; ' /. • - r _Xf 1 - • C Vfe.! �y /i c . 1.4/..g. •- - r -- - :: • _.. • WOOD DESIGN TEMPLATE - - - --- 30 -Jul 86-- L -Span = 0.0 ft (+Mx] = 3.39 k -ft ex = 0.0 °------ ---- -- Client:-CELLULAR -ONE J -1 • Trib w = 2.00 ft E -Mx] = 0.00 k -ft ey A 0.0 D DL = 15.0 lb /ft "2 My = 0.00 k -ft V max xx = 0.85 k 2 x 12 DF- No.2 I 2° to 4° thick 5° and widerLL = 25,0 lb /ft'2 P camp = 0.00 k V maxyy = 0.00 k J P_tens = 0.00 k Br'g max = -0.85 k OK fbx = 1.286 < 1.438 OK Br'g = 0.163 < 0.625 at < 3" from end Visually Graded Sawn Lumber Cv = 0.25 OK for +Mx 0.000 + 0.894 + 0.000 = 0.894 < 1.000 L/2160000000 for d DL = 0.000° from lnpu • Win No -Mx L/2160000000 for d LL = 0.000" from Inpu Win • OK fv "= 0.069 < 0.109 V reduced by DL+LL = 0.080 k /ft * d from INPUT -STEEL Client: CELLULAR ONE \RB -2 07/30/90 rev 02/27/87 P = 0.0 k Lx = 31.3 ft Cmx = 1.00 OK TOP 1.6 -la = 0.569 < 1.000 OK ROT 1.6 -la = 0.966 < 1.000 +Mx = 53.7 k' +Lb = 2.0 ft Fy = 36 ksi - Cmy = 1.00 OK TOP 1.6 -1b = 0.569 < 1.000 OK ROT 1.6-lb = 0.966 < 1.000 -Mx = 82.1 k' -Lb = 6.0 ft Fy = 1 ksi Cbx = 1.00 OK TOP 1.6 -2 = 0.569 < 1.000 OK BUT 1.6 -2 = 0.966 < 1.000 My = 0.0 k' Ly = 8.0 ft • Fy = 1 ksi NO SIDESWAY OK tens flange = 0.569 < 1.000 OK tens flange = 0.966 < 1.000 Section area depth tw bf tf rt Ixx Sxx rxx lyy Syy ryy logic W16X 31 9.12 15.88 0.275 5.525 0.44 1.39 375 47.2 6,41 12.4 4.49 1.17 - 0 SHAPE PLATES / CAP (bf] [tf] Ertl [Sxx] Syy top Af . [Af] 5.525 0.44 1.39 47.2 2.245 2.431 2.431 I EL NDUSTRY CONSULTING ENGINEERS Page 1 C'`V` J , E " 4" 9393 F 4' tr �. OREGON 4 ✓G,r 22't911 . STEEL Client: CELLULAR ONE \ COL.R -1 07/30/90 rev 02/27/87 �Mq S F p�A �. P = 30.7 k Lx = 11.5 ft Cmx = 1.00 OK TOP 1.6 -la .= 0.913 < 1.000 +Mx = 0.0 k' +Lh_= 0.0 ft Fy = 36 ksi Cray = 1.00 OK TOP 1.6 -lb = 0.531 < 1.000 -' -Mx = 0.0 k' -Lb = 0.0 ft Fy = t ksi Cbx = 1.00 TOP 1.6-2 = 0.000 < 1.000 Hy = 0.0 k' Ly = 11.5 ft Fy = 1 ksi NO SIDESWAY OK tens flange = -0.913 < 1.000 ! -- INPUT a LENGTH FOR +/- Lb • Section area depth tw bf tf rt lxx Sxx rxx Iyy ' - Syy ryy logic SW 3 1/2 2.6795 4 0.226 1 1 1 4.7877 2.393859 1.336700 4.787718 2.493859 1.336700 7 . SHAPE PLATES •1 CAP Ebf] Etf] ; Ertl ESxx] Syy top Af EAf] 1 1 1 2.3938 1.196929 1 1 STEEL Client: CELLULAR ONE \ DM -3RD FL. 07/30/90 rev 02/27/87 . P = 0.0 k - Lx = 1.3 ft Cmx = 1.00 OK TOP 1.6 -la = 0.475 < 1.000 OK BOT 1.6 -la = 0.139 < 1.000 +Mx = 120.7 k' +Lb = 2.0 ft Fy = 36 ksi Cmy = 1.00 OK TOP 1.6 -lb = 0.475 < 1.000 OK ROT 1.6 -lb = 0.139 ( 1.000 -Mx = 17.8 k' -Lb = 20.0 ft Fy = 1 ksi Cbx = 1.00 OK TOP 1.6 -2 = 0.475 < 1.000 OK ROT 1.6 -2 = 0.139 < 1.000 My = 0.0 k' Ly = 20.0 ft Fy = 1 ksi NO SIDESWAY OK tens flange = 0.475 < 1.000 OK tens :flange = 0.078 < 1.000 Section area depth tw bf tf rt lxx Sxx rxx Iyy Syy ryy logic 1 62 18.3 20.99 0.4 8.24 0.615 2.1 1330 127 8.54 57.5 13.9 1 :77 0 SHAPE PLATES / CAP Ebf] Etf] Ertl [Sxx] Syy top Af [Af] 8.24 0.615 2.1 127 6.95 5.0676 5.0676 • • L -q- - • • EL Client: CELLULAR ONE \ OM -3RD FL. 07/30/90 rev 02/27/87 P = 57.B k Lx = 12.0 ft Cwx.= 1.00 OK TOP 1.6 -la • = 0.854 < 1.000 +Mx = 0.0 k' +Lb = 0.0 ft .Fy = 36 ksi Cmy = 1.00 OK TOP 1.6 -lb = 0.622 < 1.000 -Mx = 0.0 k' -Lb = 0.0 ft Fy = 1 ksi Cbx = 1.00 TOP 1.6 -2 = 0.000 < 1.000 My = 0.0 k' Ly = 12.0 ft Fy = 1 ksi NO SIDESNAY OK tens flange = -0.854 < 1.000 ! -- INPUT a LENGTH FOR +/- Lb Section area depth tw bf tf rt Ixx Sxx rxx Iyy Syy ryy logic SW 5 4.2998 5.563 0.258 1 1 1 15.162 5.451081 1.877817 15.16218 5.451081 1.877817 7 SHAPE PLATES / CAP Ibf] [tf] Ertl [Sxx] Syy top Af (Af) 1 1 1 5.4510 2.725540 1 1 • • • • .��° „� GD N R� F 6 P1 v /' •RE vG 'y 22, 190 D,y, E. 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