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Plans (50) I 1 \/ VerIzzywireiess GENERAL NOTES SPECIAL INSPECTIONS: LEGEND 1. THE FACILITY IS AN UNOCCUPIED SPECIALIZED MOBILE RADIO FACILITY. 1. THE REQUIRED SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN SYMBOLS INDEPENDENT SPECIAL INSPECTOR PER THE 2010 OREGON DETAIL No. 2. PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO BE A GRAPHIC STRUCTURAL SPECIALTY CODE (OSSC). SEE SHEET A3.0 FOR A LIST fa DETAIL ROOM NAME ROOM NAME Drawings Produced By: REPRESENTATION OF THE FINAL INSTALLATION. THE WORK SHALL INCLUDE OF REQUIRED INSPECTIONS. V&J REFERENCE LJ ROOM NUMBER FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR SHEET No. 0'-D' HEIGHT NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE 2. THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THEIR REPORT BUILDING �FF MARKER DRAWINGS. TO THE OWNER, ARCHITECT, STRUCTURAL ENGINEER, CONTRACTOR1191 GPA AND BUILDING OFFICIAL AS EACH TEST IS COMPLETED. SECTION (000.o'I FINISH ARCHITECTS HE 3. PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTOR SHALL VISIT THE SPOT GRADE 2701 VW Vaughn,Suite 764 JOB SITE AND BE RESPONSIBLE FOR ALL CONTRACT DOCUMENTS, FIELD Portland,OR 97210 3. ANY MATERIAL WHICH FAIL TO MEET THE PROJECT SPECIFICATIONS .O. WALL SECTION 000 EXISTING 503-274-7800 CONDITIONS AND DIMENSIONS AND CONFIRMING THAT THE WORK MAY BE SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE I SPOT GRADE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ARCHITECT AND THE STRUCTURAL ENGINEER. SPECIAL INSPECTOR DOOR ANY DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE TESTING REQUIREMENTS APPLY EQUALLY TO ALL BIDDER DESIGNED DDD , I PROJECT MANAGER. COMPONENTS. 0 EXTERIOR NUMBER ELEVATION •I 4. THE CONTRACTOR SHALL RECEIVE, IN WRITING, AUTHORIZATION TO 4. INSPECTION FOR PREFABRICATED CONSTRUCTION SHALL BE THE war WINDOW . �� PROCEED BEFORE STARTING WORK. SAME AS FOR THE MATERIAL USED IF THE CONSTRUCTION TOOK ._ PLACE ON SITE. CONTINUOUS INSPECTION WILL NOT BE REQUIRED 0 - — GRID LINE Oi KEY 1�' tt' 5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN DURING PREFABRICATION THE APPROVED AGENCY CERTIFIES THE NOTE ft-- 10l1tAfq-0n0i011, ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS CONSTRUCTION AND FURNISHES EVIDENCE OF COMPLIANCE. WALL ^t` SPECIFICALLY OTHERWISE INDICATED OR WHERE LOCAL CODES OR O TYPE QF��, REGULATIONS TAKE PRECEDENCE. 5. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT CERTIFYING (1)-••••"— MATCH LINE THAT ALL WORK REQUIRING SPECIAL INSPECTIONt EQUIPMENT 6. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT WAS, TO THE BEST O TYPE ACCORDANCE WITH APPLICABLE CODES, REGULATIONS AND ORDINANCES. OF THE SPECIAL INSPECTOR'S KNOWLEDGE IN CONFORMANCE S— WORK POINT CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, THE APPROVED PERMIT PLANS AND SPECIFICATIONS AND THE Q REVISION ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC APPLICABLE WORKMANSHIP PROVISIONS AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK. MECHANICAL 1 ! ©=D INTERIOR AND ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL SPECiA TION REQUIRED APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL �r e AND STATE JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE State of Ores=.,) _ -,-:1!,.•Aul al li'pecialt/ Code REGULATIONS. __..._ 7. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING BEST EQUIPMENT SKILLS AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY ❑ Concrete and Reinforcing Steel RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF ❑ Bolts Installed in Concrete UTILITY POLE -9- FIRE HYDRANT THE WORK UNDER THE CONTRACT INCLUDING CONTACT AND COORDINATION WITH THE PROJECT MANAGER AND WITH LANDLORD'S AUTHORIZED POLE GUY WIRE a LIGHT STANDARD 3T1 REPRESENTATIVE. ❑ Special 0@fit °i�@sisting Concrete Frame 8. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS ❑ Reinforcing Steel&Prestressing Steel MATERIALS r7 Q THAN 2-A OR 2-Al OBC WITHIN 5 FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF THE PROJECT AREA DURING CONSTRUCTION. Luco CIStructural Welding I :I CONCRETE T- -ff-- -:- EARTH -pz 9. THE CONTRACTOR SHALL PROVIDE SITE FOREMAN WITH A CELLULAR CMU GRAVEL 8 m ix 0 f` PHONE, AND KEEP SAME ON SITE WHENEVER ANY PERSONNEL ARE ON 0High-Strenght Boltingmisnsmimm SITE. Vi////////yz////A BRICK I I SAND InJ 10. DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR ❑ Structural Masonry I-----_ -—_i GYPSUM WALLBOARD PLYWOOD o v MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR TCHEDITIONSWORK., AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF CIReinforced Gypsum Concrete = BATT INSULATION p=-� -a FINISH WOOD No. Date By Revisions 11. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT RIGID INSULATION ��� WOOD (CONT.) File no. 13-030 ❑ Insulating Concrete Fill Date 04/00/13 EXISTING IMPROVEMENTS, PAVING, CURBS, GALVANIZED SURFACES, ETC., viii//////Z//A STEEL I-------j WOOD BLOCKING AND UPON COMPLETION OF WORK, REPAIR ANY DAMAGE THAT OCCURRED Designed by E1( DURING CONSTRUCTION TO THE SATISFACTION OF THE PROJECT MANAGER El Spray Applied Fire-Resistive Materials ALUMINUM I' 1 EXIST. STRUCTURE Drown by MY AND/OR LANDLORD. 3 and�+ Checked by IX 12. ON A DAILY BASIS: KEEP GENERAL AREA CLEAN, HAZARD FREE AND 0 Pi i gs, Drilled Piers Caissons Approved by SN1 DISPOSE OF ALL DIRT, DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT UNE TYPES SPECIFIED AS REMAINING ON THE PROPERTY. LEAVE PREMISES IN CLEAN ❑ Shotcrete NEW WORK —as—as— SANITARY SEWER CONDITION AND FREE FROM PAINT SPOTS, DUST OR SMUDGES OF ANY DEMOLITION WORK —so—as— STORM SEWER Date issued . NATURE. ❑ Special Grading, Excavation and Filling - CENTERLINE —FD—FD— FLOOR DRAIN Zoning Peri r. 13. CONTRACTOR TO PROVIDE COMPLETE SET OF AS-BUILT DRAWINGS WITHIN —--— PROPERTY / LEASE LINE —RD—RD— ROOF DRAIN Date issued for 10 WORKING DAYS OF PROJECT COMPLETION. Smoke-Control Systems --v\--v\ BREAK LINE Building Permit CI Date issued EXISTING CONTOUR —Gm—Gss— GAS for Bid 14. WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED, THE DETAIL ❑ Other Inispec:onG� SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. t --on— NEW CONTOUR —e—w— WATER Date issued for Construction: — " — — — EASEMENT —N —HW— HOT WATER 15. ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE EXIST. CHAINLINK FENCE —cw—cw— COLD WATER LATEST REVISION. EXIST. WOOD FENCE Project title : 16. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL —x—x— CHAINLINK FENCE — —A— ANTENNA CABLE POR EXISTING UTILITIES WHETHER SHOWN HERON OR NOT AND TO PROTECT — — - EASEMENT —a—a— GROUND TIGARD HS THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF —P—P— POWER —GEN—GEN— GENERATOR 16580 SW 85TH REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE PROSECUTION OF —T r— TELCO —E—E— ELECT. CONDUIT TIGARD, OR 97224 THIS WORK. —PST—PST— POWER & TELCO —c—c— CONDUIT 17. ALL ITEMS REMOVED OR DAMAGED DURING CONSTRUCTION WORK WILL BE REPLACED OR REPAIRED TO MATCH EXISTING. — —OHP— — OVERHEAD POWER Sheet title — —o1r— — OVERHEAD TELCO GENERAL NOTES — —of,— — OVERHEAD AND LEGEND Sheet no. : T2.0 Ve.vau(wireless 'ADJACENT PARCEL I ZONE: R-12 ZONE: C-N , RESIDENTIAL NEIGHBORHOOD COMMERCIAL ' JURISDICTION: CITY OF TIGARD I Drawings Produced By: JURISDICTION: CITY OF TIGARD - J_ —__ 1- - _ \� SW DURHAM RD - - - - -- -------- ___ GPA 21 a PROPERTY LINE ARCHITECTS LLC F- ' 'ADJACENT PARCEL 9 9 Q 9 Portlaand,OR897210aite764 i N i 503-274-7800 JACENT PARCEL I a0 I ZONE: R-12 3 RESIDENTIAL ZONE: R-4.5 N i RESIDENTIAL ' I JURISDICTION: CITY OF TIGARD - Ip •1 JURISDICTION: CITY OF TIGARD I I i i i A • 1 atitt, Ai i / L---�--_I D .( I ILL 'iota +Q% A. __ ________4 : I z I EXISTING ROOFTOP / , Formoodei I z OF ,•\i iii ZONE: I-P _ ' I INDUSTRIAL PARK ' JURISDICTION: CITY OF TIGARD _ i 1 II a 0 � Emi li, � - -_ -_ t -- _ _ I O , VERIZON WIRELESS © EXISTING ROOFTOP P`•J CT A`EA V, .(BELOW) ` EXISTING BUILDING '/ � � EXISTING ANTENNA, TYP. ' - /I ' D' •( (OTHER CARRIER) 1 w / / -EMOVE EXIST. GRATING f EXISTING EQUIPMENT ON z / OR NEW VERIZON I-Mi-EMR PARRIER PLATFORM (OTHER / WIRELESS LTE CABINET r ) —__—__ / ATTACH TO NEW RAILS ■•• o Ia 'PROJECT PARCEL --/f -SEE STRUCTURAL. NEW VERIZON WIRELESS o � a i w0 ZONE: I-P / ATTACH W/ 1/2"0 __ _�- PANEL ANTENNA ON M o_ INDUSTRIAL PARK F / GALV. BOLT, TYP. (4) NEW MOUNT, TYP. (2). a . a colt_ V?/- CORNERS. VERIFY PAINT TO MATCH TR i JURISDICTION: CITY OF TIGARD / - Q�E>�//-- I W/MANUF. CLR EXISTING ADJACENT C. �O , INSTRUCTIONS. VERIFY MATERIALS© \ -i Q/ I ANCHOR SPACING W/ SIM n z moi._ VP LI - — — - / RAIL SPACING • I\ imp_ o By ev No. Date Revisions --/ I EXISTING VERIZON a WIRELESS EQUIPMENT File no. 13-13300/1 /'/' ROUTE OF EXIST. COAX Q y © Date 04/03 MOUNTED TO WALL 2. ON RAILS ' 2 O MP Designed by 0( / 7 XISTING VERIZON I �') WIRELESS ELECT PNL & \ Q2ti' Drawn by W —--------� �', EEDERS I Q EXISTING VERIZON Checked by EX Approved by SMP I WIRELESS PANEL ,/' '''N-44.,./k.,44.„....4, • ANTENNA TO REMAIN, 330 I Date issued : // / Zoning Permit forDote issued . /r / EXISTING Date issued for PENTHOUSE Building Permit : XISTING ACCESS J, Daat Bid - — -- — — — — __ ATCH / Date issued ' • for Construction: / I a - Project title : ® POR ; I a TIGARD HS = I ' N z 16580 SW 85THI TIGARD, OR 97224 Z NEW VERIZON WIRELESS 02 PANEL ANTENNA TO N EXISTING ROOFTOP © T Sheet title : (BELOW) REPLACE EXISTING, TYP. N (4). PAINT TO MATCH OVERALL& EXISTING ADJACENT© ENLARGED MATERIALS e SITE PLAN Sheet no. : OVERALL SITE PLAN 22s34 SCALE: .= 200' 11x17 SCALE: 1 • ENLARGED SITE PLAN 22.34 SCALE: 1/8"_ -0- 2 113,1717 SCALE: 1/16' 1•-O" A1 .0 = 400'-0• NEW VERIZON WIRELESS PANEL ANTENNA TO REPLACE EXISTING, TYP. (4). PAINT TO MATCH ADJACENT AI EXISTING ANTENNA, ©NEW VERIZON WIRELESS PANEL ANTENNA MATERIALS / TYP. SIM Tay ON NEW MOUNT, TYP. (2). PAINT TO (OTHER CARRIER) MATCH ADJACENT MATERIALS EXISTING VERIZON WIRELESS vent wireless PANEL ANTENNA TO REMAIN, EXISTING EQUIPMENT NEW VERIZON WIRELESS LTE TYP. (6) (OTHER CARRIER) CABINET _ • - - - T EXISTING PENTHOUSE Drawings Produced By: . T I EXISTING PARAPET WALL GPA I v I- I ARCHITECTS LLC L J 2701 NW Vaughn,Suite 764 Portland,OR 97210 503-274-7800 /—EXISTING BUILDING 1 H A. CDw o 14: AIL- 0 }0RM,14 I F Iv C� I z w I-- Z GRADE\ WEST ELEVATION1017+SCALE: 1/8. — ,•- I 0• 1,x,7 SCALE: 1/15. - 1•-0• M O CA W o N J ©NEW VERIZON WIRELESS PANEL ANTENNA ON -- M ZaZ NEW VERIZON WIRELESS SIM EW MOUNT, TYP. (2). PAINT TO MATCH R I re v © PANEL ANTENNA, TYP. (6). ADJACENT MATERIALS 1r4EVPAINT TO MATCH ADJACENT MATERIALS ©NEW VERIZON WIRELESS PANEL ANTENNA TO o my EPLACE EXISTING, TYP. (4). PAINT TO \ n M o Z \ MATCH ADJACENT MATERIALS o 1 0 t` EXISTING VERIZON WIRELESS--y No. Date By Revisions PANEL ANTENNA TO REMAIN, TW. (6) _ - - File no. 13-036 EXISTING VERIZON WIRELESS Dote 04/01/13 NEW VERIZON WIRELESS LTE PANEL ANTENNA TO REMAIN, CABINET TYP. (6) —I Designed by OC r 1. I Drawn by W Checked by DC L J L Approved by SMP Date issued . Date issued for = Zoning Permit . 0Date issued for w Building Permit : I Date issued �O a \ for Bid 1 h Dots issued N < H IZIfor ConstruMion: I— p Z ElProject title < POR TIGARD HS 16580 SW 85TH TIGARD,OR 97224 Sheet title . n ELEVATIONS 1 I GRADE\ f t Sheet no. : 1 SOUTH ELEVATION ,1xs345 ,1,6-= -o- 2 EAST ELEVATION 22x34 SCALE: t16' ' A2.� 11x17 SCALE: 1/16• 1•-0• 3 GENERAL STRUCTURAL NOTES' 1. WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED, THE DETAIL SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. 2. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES. SECTOR QUANTITY FREQUENCY BAND TIP HT. AZIMUTH DIMENSIONS WEIGHT COAX SIZE OF COAX 3. NO PIPES, DUCTS, SLEEVES, CHASES, ETC., SHALL BE PLACED IN SLABS, BEAMS, OR WALLS UNLESS SPECIFICALLY SHOWN OR NOTED, VerI Pwreless NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR PIPES, DUCTS, ETC., UNLESS OTHERWISE NOTED. CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR INSTALLATION OF ANY ADDITIONAL PIPES, DUCTS, ETC. ALPHA 2 CDMA850 62' 30' EXIST. 1 PER ANT 4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF - CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY ALPHA 1 LTE700 82' 30' EXIST. 2 PER ANT AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD VERIZON WIRELESS AND THE ARCHITECT/ ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF Drawings Produced By: ALPHA 1 PCS 81' 30' WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF VERIZON WIRELESS OR THE ARCHITECT/ENGINEER. 7 BETA 2 CDMA850 62' 170' EXIST. 1 PER ANT 5. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF GPA CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKERS AND PEDESTRIANS ARCHITECTS tic DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION 2701 Vaughn,Suite 764 BETA 1 LTE700 82' 170' EXIST. 2 PER ANT EQUIPMENT, TEMPORARY STRUCTURES, AND PARTIALLY COMPLETED WORK, ETC. OBSERVATION VISITS TO THE SITE BY THE Portland,OR 97210 ARCHITECT/ENGINEER SHALL NOT INCLUDE INSPECTION OF SUCH ITEMS. 503-274-7800 BETA 1 PCS 82' 170' 6. ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE LATEST REVISION. 7. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOOR OR ROOF. LOAD SHALL NOT EXCEED THE DESIGN LIVE ' 1 AJ�+j, GAMMA 2 CDMA850 62' 300' EXIST. 1 PER ANT A `sof LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING/BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. I GAMMA 1 LTE700 82' 300' EXIST. 2 PER ANT 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND TO it.N.THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE "t�; r PROSECUTION OF THIS WORK. c&PW D.018011 GAMMA 1 PCS 82 300' 9. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. .tom 10. THESE NOTES SHALL BE CONSIDERED A PART OF THE WRITTEN SPECIFICATIONS. oF 0 NOTE: 11. ALL ITEMS REMOVED DURING CONSTRUCTION WORK (I.E., DRYWALL, PLYWOOD, CEILING PANELS, ETC.) SHALL BE REPLACED TO MATCH EXISTING NEW ANTENNAS AND COAX SHOWN IN BOLD 12. THE FOLLOWING REQUIREMENTS SHALL BE MET FOR SPECIAL INSPECTION: A. THE SPECIAL INSPECTOR SHALL BE UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER. B. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE ARCHITECT/ENGINEER, AND OTHER DESIGNATED PERSONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION; THEN, IF UNCORRECTED, TO THE PROPER DESIGN AUTHORITY AND THE BUILDING OFFICIAL. C. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT SIGNED BY BOTH HE AND HIS SUPERVISOR STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE 2010 OREGON STRUCTURAL SPECIALTY CODE (OSSC). D. COMPLY WITH ALL CITY SPECIAL INSPECTION REQUIREMENTS STANDARD STRUCTURAL STEEL NOTES. I • ANTENNA CONFIGURATION 22"x34'SCALE: NTS A1. ALL METAL WORK SHALL BE IN ACCORDANCE WITH THE SPECIFICATION GALVANIZED ASTM A123-A123M-02 UNLESS NOTED OTHERWISE. 11•x17•SCALE: NTS M 2. STRUCTURAL TUBING MEMBERS SHALL CONFORM TO ASTM A500, GRADE A OR A501. o 3. ALL WELDING SHALL BE DONE USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC AND AWS D1.1. WHERE FILLET WELD SIZES o vWi • ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC "MANUAL OF STEEL CONSTRUCTION", 9TH EDITION. v 2 hoz I .1111111 4. BOLTED CONNECTIONS SHALL USE BEARING TYPE GALV. ASTM A307 BOLTS (5/8" DIA. UNO) AND SHALL HAVE A MINIMUM OF rXi 2 x U Li NEW ANTENNA TWO BOLTS U.N.O. ' MOUNTING BRACKET, TYP. TOP & BOTTOM 5. NON-STRUCTURAL CONNECTIONS FOR HANDRAIL, LADDERS AND STEEL GRATING MAY USE 5/8" DIA. GALVANIZED ASTM A307 BOLTS U.N.O. o M Z lil EXISTING PIPE MOUNT. NEW PANEL 6. ALL STRUCTURAL PIPE ASTM A53, TYPE E OR S, GRADE B. No. Date By Revisions REPLACE AND SIZE AS ANTENNA REQUIRED PER NEW SPECIAL INSPECTION: File no. 13-036 ANTENNA. NEW PIPE 1. THE REQUIRED SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT SPECIAL INSPECTOR Date 04/66/13 MOUNT ® SIM PER THE 2010 OREGON STRUCTURAL SPECIALTY CODE (OSSC) FOR THE FOLLOWING ITEMS. A. CONTINUOUS DURING THE INSTALLATION OF EXPANSION AND/OR ADHESIVE ANCHORS: INSPECT HOLE Designed by EK Drawn by I69 I SIZE, DEPTH, CLEANLINESS, AND INSTALLATION PER IC80 REPORT. Checked by C Approved by slap Date issued . Date issued for Zoning Permit . Date issued for Building Permit : EXISTING PARAPET Date issued _�� WALL for Bid 7 Date issued for Construction: EXISTING MOUNTS, . Project title STRUCT. CALCS. POR NEW ® SIM. TIGARD HS JUMPER CABLE 16580ICA SW 85TH TIGARD,OR 97224 DIN CONNECTION ALONG COAX RUN ON PARAPET Sheet title NOTF• SEE STRUCTURAL STRUCTURAL ANALYSIS DATED 3.10.13 NOTES AND ANTENNA jF MOUNTING Sheet no. : ANTENNA MOUNTING ; ;;7:SCALE: 2 GENERAL STRUCTURAL NOTES 11-_ll-sc 3 A3•O