The URL can be used to link to this page

Plans peo , Verin20 Wireless Fc C O togy4Associates <e ® // (/ // Isu rpon reslloasl CoUa C ITL ® CIJU �/ Drawings Produced By 'iiQg 14/ ' A/A p / p �p GAZLEY � r 9s . PLOWMAN V ARCHITECTS 2701 NW Vaughn Sone 761 ye ri on wireless 50 32747 3Fax 503 274 7800 L~/ A � / �/'��1 M� 5472717807 Fax OTY OF TICARU - \ D �5� '�'�� *,,, __ f Cd TEYE11 N.N. Pt00BN e2 Cd OF q POR lECAN 'i � _* .— Vnit(4117n- ?►7P'/' G B A iii.e n. ► .11. IL •a. TIGARD, OR 97223 OFFICE COPY ao 0 .a. f �� _ 7 �— l A„1 0 TITLE SHEET 6yrrmmn o,eU 5 o 1 my „K ,9 S ITE ADDRESS: T1. c � I jj-- j� �, SITE OWNER: z J ) (— 11355 SW TIGARD STREET T2.0 GENERAL NOTES, LEGEND, & N x o _ n---- 11 1 U TIGARD, OR 97223 Al .0 OVERALL SITE PLAN LARRY AND CINDY ANDERSON W w U 1� ' . y � n l i CONTACT: LARRY OR CINDY ANDERSON 0 7 ittl g �� . LAT: 45 A 2.0 SITE n J 5 - 3 1 ` LONG: 122'47'35"W A2.0 I I N ' ' T 1 1 I� A3 STRUCTURAL NOTES APPLICANTS: \ m o Z 1� • I GROUND EL EVATION: 204 ANSI VERIZON YNRELESS � a J /ow ■sl.� sod_ hrt sr sv+T OVERALL HEIGHT: 264' AMSL o CD U1- �nl _ °� °1 -� 5430 NE 122ND AVE. f ��I 1¢ if - PORTLAND. OR 97230 > airmen oo!na= si�� 'o' f o ar— 1.1 si ; 1 OCCUPANCY: L i1 tb� 1 NA SITE DEVELOPMENT & PERMITTING: a o. e TECHNOLOGY ASSOCIATES ftITE CONSTRUCTION TYPE: 6 CENTERPOINTE DRIVE, SUITE 420 w U ° ^" LAKE OSWEGO, OR 97035 No Date B Revisions NA OFFICE: (503 534 -3581 CONTACT: BRADON OLSEN File no. y `— — JURISDICTION: 07235 ' � w T� es 1 swrq.b91 J 2 CITY OF TIGARD CONSTRUCTION MANAGEMENT D 02/19/08 C �� TECHNOLOGY ASSOCIATES /r/ `q ZONING: 6 CENTERPOINTE DRIVE, SUITE 420 Designed by BMX T I 01 - i ' di '1 R4. 1 LAKE OSWEGO. OR 97035 OFFICE: (503) 534 -3581 Drown by Ex w 1 Checked by MO( .0 £ lCONTACT: BRANDON OLSEN }I U e AREA CALCULATIONS: Approved by SUNP 1 c S INFORMATION ARCHITECT: � � tsu> —� l GAZLEY PLOWMAN ARCHITECTS SWK M d TOWER SETBACKS NA 1 2701 NW VAUGHN, SUITE 764 Date issued . 11/20/07 HEIGHT UNITS NA PORTLAND, OR 97210 C Date issued for �� I PROPOSED LEASED AREA: NA OFFICE: 503 274 -7 800 °ys `°° . V \ FAX: 503 274 -7803 Zoning Permit p 1 I \ 1 I REQUIRED SETBACKS: NA _,S1 1 1 I -___ __ -__ _ - -___- _ __ ___ -- _ ___ - -__ 3 Date issued for 1 $ CONTACT: RETT KAHR :231 it ly Building Permit • 02/19/08 Date issued for Bid DRIVING DIRFCTIONS: PROJECT NUMBER: Date issued • for Construction: HEADED SOUTHEAST FROM PDX, TAKE SUGHT RIGHT ONTO NE AIRPORT WAY. MERGE ONTO 1 -205 _ S/VETERANS MEMORIAL HWY VIA THE RAMP TO SALEM/PORTLAND/I -84. TAKE EXIT 21B TO MERGE ONTO I- 84W/US -30W TOWARD PORTLAND. TAKE THE EXIT ONTO I -5S TOWARD BEAVERTON /SALEM. TAKE - Project title EXIT 294 TO MERGE ONTO SW BARBUR BLVD /OR -99W TOWARD NEWBURG/TIGARD. CONTINUE ON LOCATION CODE: SHEET INDEX OR -99W. TURN RIGHT AT SW GREENBURG RD. TURN LEFT AT SW TEDEMAN AVE. TURN RIGHT AT SW I , POR TIGARD ST. TITLE SIGNATURE DATE yy PECAN 1114 N. P TAX LOT /. R269916 ADA COMPLIANCE: RF ENGINEER TGRD, OR 97223 41110 lii T HE FACILITY IS UNSTAFFED AND UNOCCUPIED ' 4; PROJECT SUMMARY: PROJECT MANAGER O • . N THE P ROJECT CONSISTS OF THE INSTALLATION AND PO"' L —'O 0 Sheet title • OPERATION OF A NEW BACKUP GENERATOR FOR VERIZON SITE ACQUISRION r. WIRELESS. v 0, TITLE SHEET i 'I 14 I„! ZONING CONTACT - 6 OF PROPERTY OWNER Sheet no : T 1.0 VICINITY MAP PROJECT SUMMARY APPROVALS PROJECT TEAM • • . V,„.------- I GENERAL NOTES I LEGEND veri�nnwireiess SYM 1. THE FACILITY IS AN UNOCCUPIED SPECIALIZED MOBILE RADIO FACILITY 17. ALL ITEMS REMOVED OR DAMAGED DURING CONSTRUCTION WORK BOLS WILL BE REPLACED OR REPAIRED TO MATCH EXISTING. •ETAIL No Technology4Associates 2. PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO BE A DETAIL ROOM NAME ROOM NAME InttraIIloo11C0 0rlUon SPECIAL INSPECTIONS: REFERENCE ROOM NUMBER DIAGRAMMATIC OUTLINE ONLY. UNLESS NOTED OTHERWISE. THE SHEET No. Drawings Produced By • WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, oo' O HEIGHT APPURTENANCES AND LABOR NECESSARY TO COMPLETE ALL 0 BUILDING AFF MARKER • INSTALLATIONS AS INDICATED ON THE DRAWINGS. 1. THE REQUIRED SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN - — SECTION PM FINISH GAZLEY INDEPENDENT SPECIAL INSPECTOR PER 2007 OREGON STRUCTURAL SPOT GRADE PLOWMAN 3. PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTOR SHALL VISIT SPECIALTY CODE (OSSC). SEE SHEET A3 0 FOR A LIST OF SPECIAL ARCHITECTS INSPECTIONS. Adli` WALL SECTION " EXISTING 2701 VW vauahe THE JOB SITE AND BE RESPONSIBLE FOR ALL CONTRACT SPOT GRADE soot 76+ DOCUMENTS, FIELD CONDITIONS AND DIMENSIONS AND CONFIRMING 2. THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THEIR REPORT Ponlaed Or 97210 THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO TO THE OWNER, ARCHITECT, STRUCTURAL ENGINEER. CONTRACTOR AND BUILDING OFFICIAL AS EACH TEST IS COMPLETED 0 EXTERIOR ® NUMBER 50327 +7807 Fax NUMR 50027 + 7800 PROCEEDING WITH CONSTRUCTION ANY DISCREPANCIES ARE TO BE . BROUGHT TO THE ATTENTION OF THE PROJECT MANAGER. ELEVATION 0 WINDOW • :IF TYPE v` ♦ � � 0C� 3. ANY MATERIAL WHICH FAIL TO MEET THE PROJECT SPECIFICATIONS 4. THE CONTRACTOR SHALL RECEIVE, IN WRITING, AUTHORIZATION TO SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE 0 - GRID LINE 0 KEY �1w � x•PLa PROCEED BEFORE STARTING WORK ARCHITECT AND THE STRUCTURAL ENGINEER SPECIAL INSPECTOR NOTE r � y TESTING REQUIREMENTS APPLY EQUALLY TO ALL BIDDER DESIGNED • COMPONENTS. O WALL RrtAlo r taolt Z 5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS 4. INSPECTION FOR PREFABRICATED CONSTRUCTION SHALL BE THE --- MATCH LINE EQUIPMENT 9 1A, O F OR O SPECIFICALLY OTHERWISE INDICATED OR WHERE LOCAL CODES, OR SAME AS FOR THE MATERIAL USED IF THE CONSTRUCTION TOOK WORK POINT �6 REGULATIONS TAKE PRECEDENCE. PLACE ON SITE. CONTINUOUS INSPECTION WILL NOT BE REQUIRED DURING PREFABRICATION THE APPROVED AGENCY CERTIFIES THE 0 REVISION CONSTRUCTION AND FURNISHES EVIDENCE OF COMPLIANCE. ii 6 ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN 13D INTERIOR RN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, 5. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT CERTIFYING 0 AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND THAT ALL WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND OF THE SPECIAL INSPECTOR'S KNOWLEDGE IN CONFORMANCE WITH LAWFUL ORDERS OF ANY PUBLIC AUTHORITY BEARING ON THE THE APPROVED PERMIT PLANS AND SPECIFICATIONS AND THE PERFORMANCE OF THE WORK. MECHANICAL AND ELECTRICAL APPLICABLE WORKMANSHIP PROVISIONS. SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL EQUIPMENT APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND SITE NOTES 4 NEW ANTENNA LOCAL AND STATE JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. -¢ FIRE HYDRANT 7. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING 1. USE APPROVED MATERIAL FROM FOUNDATION EXCAVATION TO FILL LIGHT STANDARD o BEST SKILLS AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY AND GRADE SITE WITH CROWN AS INDICATED. COMPACT TO 95% IN -0- UTILITY POLE rn RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, ACCORDANCE WITH ASTM D1557. 4 TECHNIQUES. SEQUENCES AND PROCEDURES AND FOR COORDINATING 2. GRADE SITE WITH CROWN FROM SHELTER. SLOPE TO ALL EDGES OF E POLE GUY WIRE CH x 0 z ALL PORTIONS OF THE WORK UNDER THE CONTRACT INCLUDING 0 w CJ U_ CONTACT AND COORDINATION WITH THE PROJECT MANAGER AND WITH SITE PERIMETER A 2.57.. OD LANDLORD'S AUTHORIZED REPRESENTATIVE. 3 EXCAVATE MINIMUM NECESSARY TO GRUB SITE; REMOVE SOD, ROODS C „ 7 AND ALL UNSUITABLE SOIL FROM PROJECT. MATERS Y z 8. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT o co c a LESS THAN 2 -A OR 2 -A1 08C WITHIN 75 FEET TRAVEL DISTANCE TO I ' •• - .I CONCRETE ® EARTH 4 FINISH SITE WITH 4" OF 3/4" MINUS WITH NO FINES. OVER 4" OF o ALL PORTIONS OF THE PROJECT AREA DURING CONSTRUCTION. CMU GRAVEL l 1 1/2" MINUS CRUSHED ROCK. APPLY OVER GEOTEXTILE. \ o COMPACT TO 98% MAX DENSITY PER ASTM 01557. TREAT GRAVELED \ `� 9. THE CONTRACTOR SHALL PROVIDE SITE FOREMAN WITH A CELLULAR SITE WITH APPROVED WEED STERILIZER. ( "-''‘ ''I BRICK Ir:•.., >: .__ -_.j SAND x v PHONE, AND KEEP SAME ON SITE WHENEVER ANY PERSONNEL ARE I - -- - y - - - -fl GYPSUM WALLBOARD PLYWOOD No Date By Revisions ON SITE. 5 MIRIAFI BRAND GEOTEXTILE FABRIC OVER COMPACTED SUBGRADE UNDER ALL NEW GRANULAR SURFACES. 1131EMEEEEEM BATT INSULATION��.d FINISH WOOD File no 0037'3702 10 DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR Date 02/19/08 MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR 6. WHERE NECESSARY DUE TO SOIL SITE CONDITIONS REMOVE RIGID INSULATION WOOD (CONT.) CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART UNSUITABLE MATERIAL AND REPLACE WITH 4 -6" LIFTS OF 4" MINUS ® STEEL ( \ I WOOD BLOCKING Designed by BYK OF THE WORK. CRUSHED ROCK COMPACTED TO 95 %. REVIEW WITH PROJECT Drawn by EI( MANAGER PRIOR TO PROCEEDING WITH WORK. weanz ALUMINUM I/ / i i / / / / a EXISTING STRUCTURE Checked by BYK Approved by SIO4P 11. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS. PAVING. CURBS. GALVANIZED SURFACES, 7. SLAB BASE 3/4" MINUS CRUSHED ROCK COMPACTED TO 92% ETC , AND UPON COMPLETION OF WORK, REPAIR ANY DAMAGE THAT MODIFIED PROCTOR MAX DRY DENSITY IN ACCORDANCE WITH ASTM LINE TYPES OCCURRED DURING CONSTRUCTION TO THE SATISFACTION OF THE D1557 OR AASHTO T -180 Dote issued 11/20/07 PROJECT MANAGER AND OR LANDLORD. NEW WORK — ss — ss — SANITARY SEWER Dote issued for / - - DEMOLITION WORK — so — so — STORM SEWER Zon,ng Permit Date issued for 12 ON A DAILY BASIS KEEP GENERAL AREA CLEAN. HAZARD FREE. AND - CENTERLINE — FD — to — FLOOR DRAIN Building Permit 02/19/08 DISPOSE OF ALL DIRT, DEBRIS. RUBBISH AND REMOVE EQUIPMENT — - - — PROPERTY / LEASE LINE — RD — RD — ROOF DRAIN Dote issued NOT SPECIFIED AS REMAINING ON THE PROPERTY. LEAVE PREMISES ---- BREAK LINE for B d IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR - - - - too - - - - EXISTING CONTOUR — GAS — CAS — GAS oor Construction SMUDGES OF ANY NATURE —an— NEW CONTOUR — w — w — WATER — HP — HP — HOT WATER Project bole 13. CONTRACTOR TO PROVIDE COMPLETE SET OF AS -BUILT DRAWINGS o o o EXISTING CHAIN LINK FENCE— C. — C. — COLD WATER WITHIN 10 WORKING DAYS OF PROJECT COMPLETION. ❑ ❑ o EXISTING WOOD FENCE POR 14 WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED. THE —.— x— CHAIN LINK FENCE — A — A — ANTENNA COAX CABLE PECAN — c — c — GROUND TAX LOT / R269916 • DETAIL SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. 11355 SW TIGARD ST — P— P— POWER — GEN — GEN — GENERATOR TIGRO. OR 97223 15. ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE — T — T — TELCO — E — E — ELECTRICAL CONDUIT LATEST REVISION. — PkT — PeT — POWER & TELCO — c — c — CONDUIT 16 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE Sheet title ALL EXISTING UTILITIES WHETHER SHOWN HERON OR NOT AND TO — — oNP — — OVERHEAD POWER GENERAL NOTES PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL — — ow — — OVERHEAD TELCO AND LEGEND EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTIONS WITH THE — — OH — — OVERHEAD PROSECUTION OF THIS WORK. Sheet no T2.0 ■ . • • i verinDwi eless Technology9Assoclates IatSrWlloasl CorversMa _---- _-------------------- - - - - -- - - - - • _ Drawings Produced By: --- --- ------ GAZLEY • I PLOWMAN I ARCHITECTS + 2701 NW Vaughn • i I i \ Sake 761 1 __— __— __ —_____ 503274 C4.97210 ` _ — _ _ 501 3 71 780 0 507 2 71 7801 Far + e t C 4, - -- __ - -__ 1 O� J ADJ . aNIN -9 ZONE: R4.5 I I w — Pu+nuO, t5tE0al j R JU RISDNTIAL RISDICTION: CITY OF TIGARD OR O �� JURISDICTION: / j Q 1 0 V � / J 1 ' a VERIZON I RELESS PROJEC / / _ _ _ — _ _ --) TV AREA, SEE' ENLARGED SITE ;PLAN i I ( / i I — — — — I I --- �`u�lA ■•■■I�• r // - 1. 4- - co o U i / // I I N \ J aa o a Lii II I ♦ Jim, ♦ �--- aa w Oa r • • Y o? CL '//� //� j / \ / I j of W Usi Cn No. Dale By Revisions I ADJ. ZONING PARCEL ZONING I \ ; j I File no. 07235 ZONE: R4.5 I ZONE: R4.5 1 Date 02/19/08 I J URISDIC T 0 CITY OF TIGARD RESIDENTIAL , 1 J JURISDICTION: CITY OF TIGARD 1 I Designed by 8918 i 1 - I `' 1 I Drawn by « 61 ` I Checked by K I 1 `___—__--_—__—__— __ _� _ - I ) ' Approved by SAP SW TIGARD STREET Dote issued • 11/20/07 Date issued — _ _ — _ _ — w Zoning Permi t - — - _ — - _ ' Dale issued for � -- -� - - -- � --- Building Permit : 02/10/08 w Date issued ' l� ____ _ � for Bid a i I I , Dote issued for Construction' M ZONE: R4.5; (C1- I I I ,� RESIDENTIAL! Project title / f I JURISDICTION: CITY OF TIGARD I I ; F- POR ' I I PECAN ' I I TAX LOT # R269916 t 11355 SW TIGARD ST. ( __ -__ -__ TIGRD, OR 97223 (I) Sheet title N MN OVERALL IrAk SITE PLAN ‘11/ Sheet no OVERALL SITE PLAN • 2203• SCALE: 1• .. x1 40' I A1.0 117 SCALE: 1 = 80' 1 verlml wireless — K— R— X— C—K— X—X— C— K— X— X— K—R— X— C— K— yyy— X— C— K-- X— X— X— K— R— X— X —K —Y —X — Technology4Asseciates • / I /' .,� Interaetlootl Corporation EXISTING CHAIN -LINK FENCE / • WI SLATS Drawings Produced By V� \ ' ,�� • , PLOWMAN ARCHITECTS l 65' -O" I not Vaughn LEASE AREA Portland, Or 97210 503 274 7800 EXISTING 6' -0" TALL ARBORVITAE, TYP. 50327. 7807 Fat 11' -4" TALL SCREEN WALL I tC�.. 4- ��A —� I Y Y.0.WIY Li COO O.. I 0 000 ‘1 c WCRTW0 CRUM "�i. � OF �� le EXISTING 12' -0" TALL COAX %% BRIDGE / / lk 0 EXISTING 120' -0 "± TREE ;::'�;:;�;;�;: :; EXISTING VERIZON WIRELESS . . *: *:.;,;,.;..; EQUIPMENT SHELTER I d':•:.❖•• / EXISTING — • % 4:::::::::r . H- FRAMES .... Lit c 4:• ∎•••• REMOVE EXISTING' r l > 1 .,:::::+:40. - APPLETON PLUG I / Q co 0 W . .;*::$:::::: ,: " . 4•.••• _ I Y O N 01 J 0 . 4:4.:.:.:.1% I N Y 0 Z .. G. . .••. MIN . / �∎ Q o .•.•. •.•.. co . AC PAVING 1 \ Ail // / / / / \ m 0 Z AM / 1 1 n Is Ok AS X21 / /' % /�:. -X o • a I \ Y 0 w U 0 IIIF � � 11.0-1 I N o Date By Revisions / t iliz . 0000y,y•o 0_ SYS File no ,OB � \ I Designed by B10( • i y , EXISTING 100' -0 "t GENERATOR CONTROL END I Che by by MK Checked b TREES Approved by SWOP NEW VERIZON WIRELESS EXISTING PAIR 6' -O" EXISTING 60' -0" GENERATOR WI 24 HOUR GATES LATTICE T O W ER UNDERBELLY TANK \\ Date issued 11 20 /07 / EXISTING 2 -4 "± TALL I Date issued for / STONE RETAINING WALL Zoning Permit • Date issued for EXISTING GUARDRAIL Budding Permit : 02/19/08 Dote issued for Bid Date issued for Construction EXISTING TREES I I Project title : I POR PECAN TAX • I I 11355 SW TIGARD ST. i T1CRD, OR 97223 • Sheet title ENLARGED SITE = PLAN „ Sheet no. ENLARGED SITE PLAN 22a34 SCALE: 1/4" e 1 -0" 1 A1.1 11X17 SCALE: 1/8" a 1' -0" • 9' -3" / s / t3' -5" / i GENERAL GENERATOR - CONNECT TO CONCRETE SLAB t-- . \-� t , �\ VerI��WIf8less PER MANUFACTURER'S WRITTEN - INSTRUCTIONS. -- - _ _ _ _ Technology4Assoclates I intonation! Corporation . 0 CO , ® • • 0 I O Drawings Produced By: I I • F.1 lit GAZLEY PLOWMAN V \ ® ARCHITECTS ® ® Co SuLe 761 ( • ( O 2701 NW Navaho • r0 I Panland. Or. 97210 _ 50.3 274 79.00 \ 503 274 7803 Fax 24 HOUR DIESEL UNDERBELLY • • `e� �Ce/ A FUEL TANK 1 i 3/4" CHAMFER TYP. N N Sy srE\DI Y N.0.0YW A P'O71WD, OE071yi. s" - 5/8" MINUS p ( • .. Fl. a0 N � \ j I.1 • � \ 1* OF p� OR MATCH EXISTING I 6 t_, \ \ \ d °a 1 I - I I 1 I I - a _ • a • a � • ° _I_ d � .91 2 — • II 1 N ;III — I — — � ' • • . ' : III -III I COMPACTED NATIVE -I I 1 - 1 I I - 1 I 1 111 - 111 - 1 I I I I III — I I III III III I _ ° CLRMIN. \ HI _ I _— � 8 " RE-BAR - I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I r 5/8" RE -BAR 1 — I — III — III III —I I — 12 O.C. MAX. GENERATOR STUB -UP AREA. / / 12" O.C. MAX. — III — III — III — II I —' VERIFY CONDUIT SIZES PRIOR TO POURING SLAB / 4' -0" SLAB / 11 / / 0 22X34 SCALE: 3/4' t' -0' 22X34 SCALE' 3/4 1' -0 N Y o z GENERATOR DETAIL (SIDE ELEVATION #1) „X17 : 3/8 ,'—o 1 GENERATOR DETAIL (SIDE ELEVATION #2) 11X17 ALE: 3/8• a 1' 12 aw 5C Ula. 03 NOTE: CONTRACTOR TO FIELD VERIFY EXISTING EXISTING EXISTING 1 y a CONDITIONS. NOTIFY ENGINEER OF INTEGRATED GENERATOR _ C] z DISCREPENCIES AND, IF FOUND, CONTACT TVSS- MECHANICALLY RECEPTACLE o m U L- ENGINEER FOR DIRECTION. INTERLOCKED MATCH EXISTING FINISH n ' BREAKERS AND SURFACE REMOVE RECONNECT AND AC FAIL COMPACTED BACK RLL AS EXIST. SERVICE PANEL C - SHOWN EXISTING RELAY (90% COMPACTION) W =11-11=11- 111111= No. Date By Rev ision s IC= 11= IL-lll I VIII UNDISTURBED SOIL If.- 1f. =11 =1 ` / I:��IIIn Il: =1 File no. 07235 0 0 /// / / / / / / / / / / / / / / / / / / / / / / / / / / / / /// in U 11 -u =� 11=11=11- 11 Dote 0$/19/09 WARNING TAPE 200A n •1. = "1- =II =11- ` I1�.1 Designed by 8101 ID II� p-� ,-�p ( p-� �I1 c SAND BACKFlLL Drown b DC (TVSSI I ITVSS 00 OO y C hecked by MIK O 011_,' Approved by SiOIR 2 "C W/ _ -- )200A I 4" SAND BEDDING MIN. Date issued :11/20/07 (1) #6 AWG,G (1) 2 "0 (3) 1 "0 PVC CONDUIT MIN. Date issued for 2 "C W/ MIN. (3) #3/0 AWG,P INSTALLATION VERIFY W/ MANUFACTURE PRIOR TO Zoning Permit Dote issued for Building Permit 02/19/08 (1) 6 AWG,G Dale issued GENSET NEW ATS • • O' I Date Bid le sued • for Construction 410 • 0 O EXISTING O CIRCUITS' • • 0 ' EXISTING Project title : CIRCUITS POR 2 00A �• • PECAN R269916 • - 11355 SW TIGARD Sr. 20A 20A TIGRD OR 97223 NEW CALL BEFORE YOU DIG!! . BREAKERS PULL CORD �� REMOTE EXIST. • • ^ ` - 1 "C W/ START ALARM (TYP. 2) (5) #14 AWG, C BLOCK Sheet title 1 "C W/ V 1 T — OREGON UTILITY DETAILS NOTIFICATION CENTER (2) (� 12 AWG,P I�� CALL TOLL FREE / (2) #12 AWG, N 1800-3322 (2) #12 AWG. G Sheet no. • ONE LINE DIAGRAM 22%34 SCALE NONE 1 TRENCH DETAIL 22 %34 SCALE: NONE 4 A2.O 11X17 SCALE NONE 11X17 SCALE: NONE 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. 3. NO PIPES, DUCTS, SLEEVES, CHASES, ETC., SHALL BE PLACED IN SLABS, BEAMS, OR WALLS UNLESS SPECIFICALLY SHOWN OR NOTED. veri = wireless 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. 4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF Technology4Assoclates • CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY tatemsuonal corporeuon 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: WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF VERIZON WIRELESS OR THE ARCHITECT /ENGINEER. • 5. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF GAZLEY • CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKERS AND PEDESTRIANS PLOWMAN DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION ARCHITECTS EQUIPMENT, TEMPORARY STRUCTURES, AND PARTIALLY COMPLETED WORK, ETC. OBSERVATION VISITS TO THE SITE BY THE 2701 NW vm ;hn sudr 761 ARCHITECT /ENGINEER SHALL NOT INCLUDE INSPECTION OF SUCH ITEMS. Portland. Or 97210 503 274 7800 6. ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE LATEST REVISION. 503 274 7803 F. 7. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOOR OR ROOF. LOAD SHALL NOT EXCEED THE DESIGN LIVE 40 00$ LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING /BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND TO RSTEIRM N.N PLOWAN PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE PROSECUTION OF THIS WORK. ; P0tTub, x880 Z 9. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. A OF p4� 10. THESE NOTES SHALL BE CONSIDERED A PART OF THE WRITTEN SPECIFICATIONS. '6 11. ALL ITEMS REMOVED DURING CONSTRUCTION WORK (I.E., DRYWALL, PLYWOOD, CEIUNG PANELS, ETC.) SHALL BE REPLACED TO MATCH EXISTING 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 UNIFORM BUILDING CODE. D. COMPLY WITH ALL CITY SPECIAL INSPECTION REQUIREMENTS co 0 GENERAL CONCRFTF NOTES; 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301 -89, ACI 318 -95 AND THE SPECIFICATION FOR CAST -IN -PLACE NOT USED 11.x17- \ a 22'.34' SCALE NONE I r Y O ? SCALE NONE 1 CONCRETE. o w c31- 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS UNLESS NOTED OTHERWISE. co 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC a SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES CLASS "B" AND ALL HOOKS SHALL o Z BE STANDARD UNLESS NOTED OTHERWISE. o m 0 L 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: o� CONCRETE CAST AGAINST EARTH 3 IN. \ \ x 0 CONCRETE EXPOSED TO EARTH OR WEATHER: w c3O #6 AND LARGER 2 IN. No. Date By Revisions #5 AND SMALLER & WWF 1-1/2 IN. File no. 07231A30 CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND: Date 02/10/08 ' SLAB AND WALL 3/4 IN. BEAMS AND COLUMNS 1 -1/2 IN. Designed by 094K 5. A CHAMFER 3/4" SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE U.N.O. IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. Drawn by IX Checked by 810( 6. HOLES TO RECEIVE EXPANSION /WEDGE ANCHORS SHALL BE 1/8" LARGER IN DIAMETER THAN THE ANCHOR BOLT, DOWEL OR ROD AND Approved by SWF SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. LOCATE AND AVOID CUTTING EXISTING REBAR WHEN DRILLING HOLES IN ELEVATED CONCRETE SLABS. 7 . USE AND INSTALLATION OF CONC. EXPANSION /WEDGE ANCHOR, SHALL BE PER ICBO & MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES. Date issued : 11/20/07 STANDARD STRUCTURAL STEEL NOTES: Dote issued for Zoning Permit 1. ALL METAL WORK SHALL BE IN ACCORDANCE WITH THE SPECIFICATION GALVANIZED ASTM Al23- Al23M -02 UNLESS NOTED OTHERWISE. Date issued for Building Permit . 02/19/08 2. STRUCTURAL TUBING MEMBERS SHALL CONFORM TO ASTM A500, GRADE A OR A501. Date issued for Rid 3. ALL WELDING SHALL BE DONE USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC AND AWS D1.1. WHERE FILLET WELD SIZES Date issued ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC "MANUAL OF STEEL CONSTRUCTION ", 9TH EDITION. for Construction: 4. BOLTED CONNECTIONS SHALL USE BEARING TYPE GALV. ASTM A307 BOLTS (5/8" DIA. UNO) AND SHALL HAVE A MINIMUM OF TWO BOLTS U.N.O. 5. NON- STRUCTURAL CONNECTIONS FOR HANDRAIL, LADDERS AND STEEL GRATING MAY USE 5/8" DIA. GALVANIZED ASTM A307 BOLTS U.N.O. Project bile SPECIAL INSPECTIONS: POR 1. THE REQUIRED SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT SPECIAL INSPECTOR PER THE 2007 OREGON STRUCTURAL PECAN TA% LOT / R269916 • SPECIALTY CODE (OSSC) FOR THE FOLLOWING ITEMS. 11355 SW TIGARD ST. TIGRD, OR 97223 A. CONTINUOUS DURING THE INSTALLATION OF EXPANSION AND /OR ADHESIVE ANCHORS: INSPECT HOLE SIZE, DEPTH, CLEANLINESS, AND INSTALLATION PER ICBO REPORT. Sheet title GENERAL STRUCTURAL NOTES Sheet no. NOT USED 22-1434- %17 SCALE NONE 12 GENERAL STRUCTURAL NOTES 2 1-1.%3e : NONE I ei 117 SCLE: NONE A3.O • , moo r- 5/ OW DY Structural • Civil Engineers _ _ _::., .. .- . • STRUCTURAL CALCULATIONS FOR FEB 2 0 Laid Generator Anchors to Slab CITY OF rIGARD BUI[DINGDIVISlON POR Pecon Cell Site SW Gallo Street Tigard,. Oregon • February 13, 2008 PR Ott 4$1., INep0 • �"0 68. OREGON c�R A. '4 41) • DESIGN PARAMETERS: 2007 OSSC SEISMIC LOAD Sds = 0.702 CONTENTS: ANCHORAGE CALCS 1 to 3 USGS DATA DI KWIK BOLT ICC ESR -1919 SHEET 9 & 11 6443 SW Beaverton - Hillsdale Hwy, suite 210 • Portland, OR 97221 • ph: 503.203.8111 • fx: 503 203.8122 • www.wdyi.com M . . . . . I/ D y Structural • Civil Engineers Job Name: v r e c . A ‘..f (ft" e ahc Job No.: Sheet No: 1 e , r 4 3 r .. Client: 6 , pi4 Date: z,1 3 By: w I i , --- 1 i ; 6P I ec _z-v_i, 1____ , ._ i ._._i____I_J __I_____, .: 1 1 A i 1 , . ---- 4 I 4 ---1-----[-- - - 1 -- - 1 ----- H - r i ---1---4---- f j j 1 1 1 -t- , 1 , ; [ ---- 1 --- ; ---L- 1 ---- 1 ----- ; ----- ` -- i --- 1 --- r - I --r 7 -- 1 - -4 -- 1 I -;--- f- 4 ----t-----1---- ---- 1 1___ L_____1. i __t_ 4... 1 i 1 1 I 1 1130 --1 6 1 1 1 I 1 1111 , 111111:1,111111 1 -- - -1- 4 , --- f ---- r - j --- --------- -----1 I I I L ..ric.__,_4,21.-il_..______________ ____I _...... ___I L-,--.... ! - -------1 . -. - , 1 1 r -- ___ i___:. 1 i i • 4--1---1 7 ---1--- 1 1 h - . i s 1 1 - 1 to 1 7 2. 1 si;TA- i \ ..1 _____,__7 .4____J___ _i______I____+ _. ap_s - - P_____ T ___i__;--- r --i-- - --- . 1 1 . 1 i 1 1 L_ _1 a 4,74e I, _.Laine - 41 - j k L----1 1 1 r 1 , 1 --T- I 1- i LI _ k I 1 ----1-1--:t -I--, - i -- . 1 I L I 1 __________, I ' 1 I 1 I I I -----1 i --7 i i _ i ____L 4 _ 1 4 Cio-a . — [ - 4 1 • 1 } :L ---- 1 -7 ,, - I I 1 1 _ ; 1 9 L 1 ! 1. L ic,4.-+- ir (. )14 r. 31,4 '1Y LLai , , 1_1 ___!____L L II ---- i 1 c-t _ i 1 i 1------- ---- ---- 1- 1 1 , .1 I 1 7 i 1 1 -- 1 — —Th I 1-----i I I I 1 1 1. 1 __ 1 . -r 1 I-ad ---T--.1---1---T---i 1 L4 l, --- L , --r- _ 1 1 __L I.. _____ 1 , ! . t __t __, - 4_ 1 s ______ .÷- , I - / 1 1 , , 1 i I f i ■ I I 1 I I ; --t--- , 1 ,-----,--1---1- 1 --i-j--1 —I- 1 -___sri._1,i_s_._ i --1---- ---- 4 --1-----1 - 1 - 111 ( LN. 1 F 1 . 4_ __11-__101,,fleaz _i_4_4,_4-i_p_i___, i 1 i____1 • -1 4 _1 1 1 1 ---- -,- 1 1 ! i L r ---- ,- : , , 1 I I • 175 , '. , 1 i i_ i---- • r 1 . 1 I id __ - ___ , 1 i i-1,31,1111 t __________,_,____, f __ ! ____;_____ ± .......;_______Ir_______ ______,___________I 1 1 ■ I 1 — 1 11 7441( 1 r) 64 I 1 1 i 1 i 1 1, 1 ! 1 i r-1— -- — i -1 - 1 - 7 -----H-1-------- ---1- 1 -t—t-1--±- )vii - 4- -- i -- (-73 - ! ----1---- 1 1 , _,,.. , , _i_. , r :- 0.16s .214? , ,_ -E ---t I ll i_i____ ____ _I._ ._..1___1_____I____ 6443 SW Beaverton-Hillsdale Hwy, Suite 210 • Portland, OR 97221 • ph: 503.203.8111 • fx: 503.203.8122 • www.wdyi.com . ,. . 171 WDY Structural • Civil Engineers . brill Job Name: vp.1,- F Job No.: Sheet No: a,..t.s Client: 6-vpA Date: Z40 By: i7_ , __] --- i ___ j___ L -F -4,-- T 1 , ! , tA4- .., L_t°__! I / - li614°1---C43/4_,64 _e_ I SG 1 ZIAt I g-SC I i I I 1 i 1 1 1 I I 1 1 i 1 - 7 - - I - 1 1 - _LI- I -L- 1 i r---- -- _ , 1 , --t----,-----. --- --- -1-----1--- II __ _ 4 ■ ____,__________ ____,___I_____,__._1_._ __. 1 I 7--- ' I 1 Ll_i_ 1 1 1 7 -- --1 1 [ --- 1 -- 1 - 1 k_ I -- i -- - i --- ! -I-- 1 1 i i 1 1 ---j-__I--_-4_ I - I 1 1 , I _L I _i_ _ 1 _l_ ---+ --i- ; -- 1 ---r 4 ' 1 [ __L___ _ I 1 1 I I I= ; alkofS4 1 NDI u Li 4 I i 1 I r , "T- *- I 1 11 i1.1.1_11 , , —r- - 1 _ -17 -___IT -' 4 47 W __TrAft. , i _]____I___H_ I 1 -7-1.-- I I i I . I I ., L i I • ._.1 i_ I __ ÷. h — 1 I L____ k 1 -At ____ if. ._al i vi,)2_1 4 I __ ---- L ---- 1 L_ - i,_r.r__ 1 _ 1 , I 1 I ■ I i , -4- 1 i -t--1, . i I 11 --- . ___[ I I_ _I_ ., . 1 1 1 ' 1 1 ' I l_j I 1 — Fr ___ 1 , 1 1 1 _i__. _l___ . --- , -- , 1 r2 _i_f__e - _ et . 11 1 )____1.____ - 1 r4e 6 7) ?_-__ _ ____ 1.7...A?__1___ ■ 1-- -- - -- --4- I . - --f -r- r . , 1 - 1 I 1 1 _ 1 J1 LI - 1- 1 . 1 -I 4 . )J__24_._-__ . lu. LI.41-i___i_______. _..1_____L__ _L i__ ....,_,_. _ • , 1 i i....... "7 I `I.."' t , .._, j I 1 I I 1 I j il■• 1...■ .L. 1-• • i, .- f ' .1...•■ 1 -: I I ' I I I I 1 I 1111 i 1 L■i. ' 1 ' 1 ' I ' : -- r 1 1 ' 1 --- ' --- 1 ---1----- - --- - -- . . 1 T 1 L 1 _l_ 1 ----1---1-1----1---L-- 1 -1-----i-1---- --- `11_1 i_ IL L1 .1 .L _IL_i 1 1' 1_ ri ! _ 1 _i__ __ _.1...____L___ L_ __ _______I___ _L___L__ ___ ._ C A AO Cull Linov=rre,_HillerInta Hwy Soap 210 • Portland. OR 97221 • ph: 503.203.8111 • fx: 503.203.8122 • www.wdyl.com 1,WDY Structural • Civil Engineers • • • • • . . . Job Name: Ven/26,../ c..)0A g32 6 J6/AAO Glote ) / Job No.: Sheet No: Client: 6 Ph Date: Z,./2" f By: A44.4 i ; ! __ i_ 1 1 r -- --7------- i " 4----------- __,_____. _ _ _ ,._ i_ , _ .._ _. _____...___ _ _. _ .._______. __________.___._ __________ I I I ji I -t-a-kD ' it:DI iC i 'a c ;_; . ! i 1 1 ; , ; ; 1 I 1 i _ 1 , 1 „ Li ra--h i I 1 ! ! 1 otAA p ...i.,-, - 4-L -f ! • ' " -1--' . .-- -- -4- [ . - -- - --- - i '- - 4). , • ! ! 1 I ! 1 1 1 1 1 ! tds,i4c...„"k_ L :_-_-; i 766 1 /4, . ! : 1 -4 '1 f ; -1- I-- --- r --;-- I r i - - --! : ---, , - 1 - - T• - - I ; -- I 1 1 r---: 1 . . i ...: ; _ f_ _i__ i ,_ 1 i-- -I - --i -- i ---; i ' ! :_. I. ' I -- -- 4 ------- - -- 1 ; i , ; • ; 1; ; 1 ; ' ; i i i i I L _I _ 1 -4- ± ---1- --'- --1--- - 1 - -- ; - - 1 - -- • - 1 - 1 1 ; 1 ; 1 i I ! 1-- i --1-- 4-- - r L_L ; ; i I ! 1 1 , ; ; • 1 i i 1 • ____! I _ 1 ! _ •____ i ____i____•_____ __J__ _. -__-_1---;---.--2.--4-- ---- 1.----4---; --I- -4- --L-- -; . 1- --; 11 11111! ; I 1 1 : 1 I 1 c 1 1 i( 1-1 T1 5 -1 1 I I, :111 I 1 - 1 - : I I - I I_ - __1_ __ _ ___ ___ _ • , 1 r . , , 7 ■ ; i I 1 ! I 1 I I ; . I I ! i ... 1 .1A111 . 4.. ' "" Ill t't 1 ■ ' 1 I 1 ■ 1 ator.r- i I 165i••-i' I F _J_ ;----F----t--- -- -I-- • - I I i ' 7 1 1 I , 1 II I 1 : 1111 _______t _j_____ 1 ...k _ i - . 1 1 ! . I I I . i I I ■ 1 1 1 . 1 i I 1 ' 1 1 r ___,___ I I ---1--r---- -- ---,, , h- ' ---H---1----7----4-- --4----- .. — 1111111,111101 J : 1 I i , i 1 , I 4_ ■ I ! i __ ; 1 ! i i P aL.,)r7 - enr_frvi IT.A.c_ VII A L E ----- [ — --- ; ----[ 7 ----- 1 -- - - - ----- ------ -- ------ 7" - - 1 ----; -- ; - - 1 - ------! ; 1 ----- I . i _ . 1 i .._, , 1.11111i1 1 , 1 . i 1 1 1 I 1 1 1 I , 1 1-- f- - -- -- 7 1 .---+-.r. I 1 II I i I I '1V I:I , __ I , , , I !_ , —,-,-........ --I 1 1 - zy5 - r - , - 21 . 2.11 --- ! - - 1 - i - 1 - -- T - - -1--- --4 -- -1 ---j ; '`,.. I. ,___ Li. 1_,.. __ ,A2• 1- , . . ___ .- ----4----- -4- --- - I I 1 1 [ _,_._ : .■ 1 i : -- ---- . . . , , . -4- --t- : I- -- 1 -- r I 1 , I i 1 - - 1 - 1 • ■ - I i 1 ; , , . I I I ■11,111;1 I I I ; I I pl- 1 •S) _l I _I I , ------ ----- ----- ------- -- I I J E - f , I 1 - i t ; ' ' - , 1 [_ -f- -f- -i- I - , i ----- - 1 1 -1 1 ' 1 I 1 I 1 1 I i . 1 i 1 i I i I i 1 I I 1 i 1 i ! I 1 ___■ ____I ._ 1 ____;.__ ; :. [----- --------- ! -------- i - t ------- -- 1 --- -- ! -- 1 7 ---- , , , . -•! 1 i 1 ; I 1 1 ! ai-te-L-os/rP , , I .,,. , I _ , ..,, , _ , ._ 1 _!_ !____•,____ ; ____;_ !-----1---------i------1.---i--- ---- ---- ----- 1 ---- 7 ---- ; - - --- ; ! I i 1 _i /4/ r‹. ! 0 ) 11 Z Li t__ / i i-•; f "K-tA°/ k tsaa-tir_ _.__±____i . , ,, 1 1; / [ - e-t4 l i ,-4 -le"...___,______ !-- - I --- --I - , . t- -i - ; --,- , : i-1—!III'it!I',''' 111;1 ! 1 L 1_ ( - - F -I- _ 1 ___! __i_ , ,...)_ 4 , .) 7=491_ : _ 1 _I. 4 _ i ■ r r 1 : i "7 1 1 : , , ; ! 1 ' ! I I ■ 1 1 : 1 1 1 1 i 1 1 I 1 1 1 I ' , ■ - f i • : 1 ; ; ; 1 1 1 I I ; ! 1 ; i ; 1 .L_ ._. .1 1 . 1 , . 1 1 -- ! ,_ [ _;.._ 1 6443 SW Beaverton-Hillsdale Hwy, Suite 210 • Portland, OR 97221 • ph: 503.203.8111 • fx: 503.203.8122 • www.wdyi.com • Conterminous 48 States 2006 International Building Code Latitude = 45.437 Longitude = - 122.793 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05 deg grid spacing Period Sa (sec) (g) 0.2 0.935 (Ss, Site Class B) 1.0 0.338 (S1, Site Class B) Conterminous 48 States 2006 International Building Code Latitude = 45.437 Longitude = - 122.793 Spectral Response Accelerations SMs and SM1 SMs = FaSs and SM1 = FvS1 Site Class D - Fa = 1.126 ,Fv = 1.725 Period Sa (sec) (g) 0.2 1.053 (SMs, Site Class D) 1.0 0.583 (SM1, Site Class D) Conterminous 48 States 2006 International Building Code Latitude = 45.437 Longitude = - 122.793 •SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.126 ,Fv = 1.725 Period Sa ! (sec) (g) 0.2 0.702 (SDs, Site Class D) 4 1.0 0.388 (SD1, Site Class D) ESR -1917 Page 9 of 14 . sd.ip c.dabn • cn - C I hmin I ' as C a w 1111 sits II I • Sdestgn Smin at C • ill I ill . _ 11 11 h q q I I I I -- -, C d eslgn edge distance c FIGURE 4- INTERPOLATION OF MINIMUM EDGE DISTANCE AND ANCHOR SPACING TABLE 5-MEAN AXIAL STIFFNESS VALUES 6 FOR KB -TZ CARBON AND STAINLESS STEEL ANCHORS IN NORMAL - WEIGHT CONCRETE (10 /In.)' Concrete condition carbon steel KB-TZ, all diameters stainless steel KB -TZ, all diameters uncracked concrete 700 120 cracked concrete • 500 90 'Mean values shown, actual stiffness may vary considerably depending on concrete strength, loading and geometry of application. TABLE 6 -KB -TZ CARBON AND STAINLESS STEEL ALLOWABLE STATIC TENSION (ASD), NORMAL - WEIGHT UNCRACKED CONCRETE, CONDITION B (pounds)'' Concrete Compressive Strength' Nominal Embedment fc = 2,500 psi fc = 3,000 psI ft = 4,000 psi 1 c = 6,000 psi Anchor Depth he Diameter (in.) Carbon Stainless Carbon Stainless Carbon Stainless Carbon Stainless steel steel steel steel steel steel steel steel 3/8 2 1,168 1,221 1,279 1,338 1,477 1,545 1,809 1,892 2 1,576 1,576 1,726 1,726 1,993 1,993 2,441 2,441 1/2 31/4 , 2,561 2,674 2,805 2,930 3,239 3,383 3,967 4,143 3 1/8 3,078 3,078 3,372 3,372 . 3,893 3,893 4,768 4,768 5/8 4 4,246 4,457 4,651 4,883 5,371 5,638 6,578 6,905 3 3/4 3,844 4,046 4,211 4,432 4,863 5,118 • 5,956 6,268 3/4 4 3/4 4,959 5,590 5,432 6,124 6,272 7,071 7,682 8,660 For SI: 1 lbf = 4.45 N, 1 psI = 0.00689 MPa For pound -inch units: 1 mm = 0.03937 inches 'Values are for single anchors with no edge distance or spacing reduction. For other cases, calculation of Rd as per ACI 318-05 and conversion to ASD in accordance with Section 4.2.1 Eq. (5) of this report is required. 'Values are for normal weight concrete. For sand - lightweight concrete, multiply values by 0.60. 'Condition B applies where supplementary reinforcement In conformance with ACI 318 -05 Section D 4.4 is not provided, or where pullout or pryout strength governs. For cases where the presence of supplementary reinforcement can be verified, the strength reduction factors associated with Condition A may be used. • Page,11 of 14 ESR -1917 TABLE 9 -KB -TZ CARBON AND STAINLESS STEEL ALLOWABLE SEISMIC TENSION (ASD), NORMAL - WEIGHT CRACKED CONCRETE, CONDITION B (pounds)''' Concrete Compressive Strength' Nominal Embedment fc = 2,500 psi fc = 3,000 psi fc = 4,000 psi fc = 6,000 psi Anchor Depth h Diameter (In.) Carbon Stainless Carbon Stainless Carbon Stainless Carbon Stainless steel steel steel steel steel steel _ steel 3/8 2 1,006 1,037 1,102 1,136 1,273 1,312 1,559 1,607 ' 2 1,065 1,212 1,167 1,328 1,348 1,533 1,651 1,878 1/2 3 1/4 2,178 2,207 2,386 2,418 2,755 2,792 3,375 3,419 31/8 2,081 2,081 2,280 2,280 2,632 2,632 3,224 3,224 5/8 4 3,014 2,588 3,301 2,835 3,812 3,274 4,669 4,010 3 3/4 2,736 3,594 2,997 3,937 3,460 4,546 4,238 5,568 3/4 4 3/4 3,900 3,900 4,272 4,272 4,933 4,933 6,042 6,042 For SI: 1 lbf = 4.45 N, 1 psi = 0.00689 MPa For pound -inch units: 1 mm = 0.03937 inches 'Values are for single anchors with no edge distance or spacing reduction. For other cases, calculation of Rd as per ACI 318 -05 and conversion to ASD in accordance with Section 4.2.1 Eq. (5) is required. 'Values are for normal weight concrete. For sand - lightweight concrete, multiply values by 0.60. 'Condition B applies where supplementary reinforcement in conformance with ACI 318-05 Section D.4.4 is not provided, or where pullout or pryout strength governs. For cases where the presence of supplementary reinforcement can be verified, the strength reduction factors associated with Condition A may be used. • TABLE 10 -KB -TZ CARBON AND STAINLESS STEEL ALLOWABLE SEISMIC SHEAR LOAD (ASD), • (pounds) Nominal Allowable Steel Capacity, Seismic Shear Anchor Diameter Carbon Steel Stainless Steel 3/8 999 1,252 1/2 2,839 3,049 5/8 4,678 5,245 3/4 6,313 6,477 For Si: 1 Ibf = 4.45 N . 'Values are for single anchors with no edge distance or spacing reduction due to concrete failure. •