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Plans (8) BU P2016 - 00263 GENERAL NOTES: GENERAL REQUIREMENTS C. VAPOR BARRIERS. CONTINUOUS APPROVED VAPOR BARL21ER5 SHALL BE INSTALLED ON THE HEATED SIDE OF A TENANT IMPROVEMENT EOR RECEIVED . A. DRAWINGS. THE DRAWINGS ARE INTENDED TO DESCRIBE THE THERMAL INSULATION INSTALLED. THE OVERALL SCOPE OF WORK. CONTRACTORS SHALL FIELD VERIFY THE EXISTING CONDITIONS AND ALERT THE D. INSULATION. PROVIDE INSULATION PER 2014 IBC, ARCHITECT TO ANY UNFORESEEN CONSTRUCTION COMPONENT PERFORMANCE APPROACH. AUG 31 2016 DAY ROAD DESIGN, LLC DIFFICULTIES BEFORE BEGINNING THEIR WORK. B. PRE-CONSTRUCTION MEETING. PRIOR TO ANY GENERAL NOTES LE53CITY OF TIGARD RONALD L. KIEF CONSTRUCTION OR DEVELOPMENT ACTIVITY, THE BUILDING IS9525 SW DAY ROAD CONTRACTORS SHALL SCHEDULE, WITH OWNERS I . VERIFY IN THE FIELD PRIOR TO DEMOLITION OF EXISTING WAI I S SHERWOOD, OR 97140 APPROVAL, A PRE-CONSTRUCTION MEETING WITH THE IF ANY STRUCTURAL COLUMNS EXIST. IF SO CONTACT ARCHITECT IMMEDIATELY. LOCAL BUILDING DEPT... OR LOCAL PUBLIC WORKS P: 503-320-0918 DEFT... VERIFY WHICH AGENCY WOULD BE INVOLVED. THE 2. CONTRACTOR TO MAINTAIN PROPER. LIGHTING, SANITATION AND CONTRACTOR SHALL PROVIDE LOCAL INSPECTOR WITH 24 VENTILATION AT ALL TIMES. r: 503-972- 1845 HOUR NOTICE PRIOR TO INSPECTION. 3. ALL WORK MUST BE APPROVED BY THE JURISDICTION HAVING RonKlef@comcast.net AUTHORITY. C. REPETITIVE. TYPICAL WALL SECTIONS, FINISHES, AND 4. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO TIGARD MARKET PLACE DETAILS ARE NOT INDICATED EVERYWHERE THEY OCCUR MAINTAIN A WATER AND WEATHER TIGHT BUILDING. ON PLANS, ELEVATIONS AND SECTIONS. REFER TO 5. ALL WORK TO BE PERFORMED TO CODE BY A LICENSED DETAILED DRAWINGS. CONTRACTOR TO PROVIDE AS IF CONTRACTOR PERFORMING THE WORK IN THEIR RESPECTIVE DRAWN IN FULL. TRADE ONLY. G. ALL DESIGN, DRAWINGS AND DETAILS REPRESENT COMPLETE D. CODES/ PERMITS/ REGULATIONS. ALL EXTERIOR WORK IN PLACE. ARCHITECT SHALL HAVE NO CONTROL OR 1 3500 SW PACIfIC I-IWY CHANGE OF AND SHALL NOT BE RESPONSIBLE FOR SIGNAGE MUST BE SUBMITTED AND REVIEWED UNDER CONSTRUCTION SEPARATE PERMIT APPLICATION. 7. INTERIOR PARTITION DIMENSIONS NOTED ON PLANS MAY BE SHOWN A NOMINAL DIMENSION, SUCH AS 5" INTERIOR WALL OR 97223 CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REFERS T05/8" GYP. BD.-EACH SIDE OVER 35/x" STUDS. STUD TIGARD , NECESSARY OTHER THAN THE BUILDING PERMIT. SPACING I5 24"O.C. UNLESS OTHERWISE STATED. CONTRACTOR SHALL ALSO PAY FOR ALL OTHER 8. ALL DEBRIS GENERATED FROM CONSTRUCTION MUST BE KEPT CHARGES, FEES OR COSTS CHARGED BY THE BUILDING ON SITE IN EITHER AN ENCLOSED AREA OR HAULED AWAY DAILY, AND CONSTRUCTION DEPARTMENTS, UTILITY AGENCIES OR AND DISPOSED OF LEGALLY OFF SITE. PRIVATE COMPANIES WHICH REQUIRE SUCH COSTS FOR 9. KEEP ALL PIPING AND CONDUIT AS CLOSE TO WALLS AND ROOF PRIOR TO INSTALLATIONS. DECK A5 POSSIBLE AND ALL DUCTWORK AS CLOSE TO ROOF A5 RE E E RE N C E SYMBOLS PROJECT DATA POSSIBLE. WHERE EXPOSED ALL PIPING CONDUIT AND NOTHING IN THE DRAWINGS SHALL BE CONSTRUCTED TO DUCTWORK SHALL BE PAINTED UNLESS OTHERWISE NOTED. ALL PERMIT AN INSTALLATION IN VIOLATION OF APPLICABLE PIPING AND CONDUIT SHALL BE ORGANIZED IN A NEAT MANNER CODE AND/OR RESTRICTIONS. SHOULD ANY CHANGE IN RUNNING PARALLEL OR PERPENDICULAR TO ROOF FRAMING DOOR TAG I] BUILDING ELEVATION AIM THE DRAWINGS BE NECESSARY IN ORDER TO COMPLY MEMBERS. REFERENCE A4 WITH APPLICABLE CODES AND/OR REQUIREMENTS, THE 10. VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO CONSTRUCTION CONTRACTOR SHALL NOTIFY THE ARCHITECT AT ONCE AND COORDINATE WITH ARCHITECT ANY CONFLICT WITH THE PRJECT NAME: GO WIRELESS AND CEASE WORK. ALL PARTS REFORMED UNDER THIS PLANS. CONTRACT SHALL BE IN FULL ACCORDANCE WITH THE I I . PERFORM THE REMOVAL, CUTTING AND DRILLING WITH THE CARE ROOM TAG 1200 WALL SECTION ��, PROJECT ADDRESS: 13500 SW PACIFIC HWY LATEST RULES, REGULATIONS, RESTRICTIONS, USE OF THE SMALLEST TOOLS SO A5 NOT TO DAMAGE THE REFERENCE A4 TIGARD, OR 97223 REQUIREMENTS AND CODES. STRUCTURAL INTEGRITY OF THE BUILDING. 12. TO SAW CUT ALL PLUMBING/ELECTRICAL TRENCHES USE SAWS AMENDED BY GOVERNING CITY$ ALL JURISDICTION AND CORE DRILLS. DO NOT USE JACKHAMMERS UNDER ANY RULES AND REGULATIONS. CIRCUMSTANCE. ad LOCAL JURISDICTION: CITY OF TIGARD 13. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DETAIL REFERENCE falt, EQUIPMENT E201 E. DIMENSIONS ARE SHOWN FACE OF MASONRY OR NOTIFY THE OWNER AND ARCHITECT PRIOR.TO START OF THE REFERENCE PERMIT CENTER CENTERLINE OF OPENING, UNLESS DETAILED OTHERWISE WORK IF DISCREPANCY OCCURS BETWEEN DRAWINGS AND 13 125 SW HALL BLVD ON THE DRAWINGS. ACTUAL CONDITIONS. TIGARD, OR 97223 14. ALL MATERIALS, PRODUCTS, AND SYSTEMS SHALL BE INSTALLED AB�RE V I A 1T ION DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL USE AS PER MANUFACTURERS SPECIFICATIONS AND ARCHITECT'S 503-718-2439 DIMENSIONS SHOWN ON THE DRAWINGS AND ACTUAL SUPPLEMENTAL INSTRUCTIONS. REPLACE ALL DEFECTIVE FIELD MEASUREMENTS. NOTIFY ARCHITECT IF ANY MATERIALS. MATERIALS SHALL BE NEW UNLESS OTHERWISE DISCREPANCIES ARE FOUND. DIRECTED BY THE OWNER. ALL MATERIALS SHALL BE STORED IN AB ANCHOR BOLT GALV GALVANIZED PLYWD PLYWOOD A MANNER WHICH WILL PREVENT DAMAGE, THEFT AND PREVENT ASP ALTERNATE BRACED PANEL GL GLASS / GLAZING POLY POLYETHYLENE THE CONTRACTOR SHALL VERIFY ALL ROUGH-IN CONTACT WITH MOISTURE. VERIFY STORAGE LOCATION WITH AFF ABOVE FINISH FLOOR GLB GLU-LAMINATED BEAM PR PAIR CODES UTILIZED: 2014 OREGON STRUCTURAL SPECIALTYCODE DIMENSIONS FOR THE EQUIPMENT FURNISHED AND OWNER. INSTAI I FD BY HIMSELF/HERSELF OR OTHERS. 15. OWNER SHALL BE RESPONSIBLE FOR REMOVING FURNISHINGS ALUM ALUMINUM GYP BD GYPSUM BOARD PSL PARALLAM BEAM ANSI A 1 1 7. 1 (2009) AND FIXTURES PRIOR TO START OF WORK. CONTRACTOR SHALL ANOD ANODIZED HB HOSE BIBB PT PRESSURE TREATED THE CONTRACTOR SHALL CONSULT THE PLANS OF ALL BE RESPONSIBLE FOR PROTECTING EXISTING PERMANENT ITEMS BALC BALCONY HC HOLLOW CORE (DOOR) RAD RADIUS TRADES FOR OPENINGS THROUGH SLABS, WALLS SUCH A5 BUILT-INS, TRIM, APPLIANCES, FIXTURES, WALL BLKG BLOCKING (2x MATERIAL) HO SIMPSON HOEDOWN REF REFRIGERATOR CEILINGS AND ROOFS. SURFACES, RAILINGS, ETC... I G. ALL CONTRACTORS/SUBCONTRACTORS SHALL MAINTAIN CLEAN BP BRACED PANEL HDG HOT DIPPED GALVANIZED READ REQUIRED PROPOSED USE: MERCHANT - RETAIL F. SHOP DRAWING REVIEW. PROVIDE SHOP DRAWINGS FOR AND SAFE WORKING CONDITIONS FOR ALL PERSONNEL AND CB CATCH BASIN HDR HEADER RM ROOM THE ARCHITECT/OWNERS AND AS REQUIRED BY THE OWNER DURING ALL PHASES OF CONSTRUCTION. REMOVE CEIL CEILING HDWD HARDWOOD RO ROUGH OPENING CITY PRIOR TO CONSTRUCTION. DEBRIS FROM BUILDING AND SITE AS IT ACCUMULATES. CJ CONTROL JOINT HGR HANGER (METAL) SC SOLID CORE (DOOR) CONSTRUCTION TYPE: V-B (NON-SPRINKLED) PROJECT PROVIDE PLASTIC SHEETING DUST BARRIERS BETWEEN ALL G. CONTRACTOR TO FRAME OPENINGS IN WALLS, CEILINGS WORK AREAS AND EXISTING LIVABLE SPACE. COL COLUMN HT HEIGHT SHTHG SHEATHING AND FLOORS FOR HVAC AND OTHER MECHANICAL OR 17. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SHORING AND COMP COMPOSITION HVAC HEATING, VENTING, A/C SHIRK SHEET ROCK OCCUPANCY GROUP: M ELECTRICAL WORK WHERE REQUIRED AND NOT OTHERWISE BRACING TO ENSURE SAFE CONDITIONS FOR STRUCTURAL CONN CONNECTOR ID. INSIDE DIAMETER SHWR SHOWER SYSTEMS DURING ALL PHASES OF CONSTRUCTION. GO /� p ����� SHOWN ON THE PLANS. CONST CONSTRUCTION INSUL INSULATION SPEC SPECIFICATIONS y V 1� 18. CONTRACTOR SHALL FURNISH TEMPORARY SANITARY FACILITIES CONT CONTINUOUS INT INTERIOR STL STELE (ASTM 36) SALES AREA: I ,797 5Q.F-". 30 = 6C) H. COMPLY WITH APPLICABLE REGULATIONS FOR AS ALLOWED BY LOCAL CODE AND COVENANTS. OWNER SHALL TIGARD MARKET PLACE BARRIER-FREE FACILITIES (2010 INTERNATIONAL BUILDING FURNISH WATER AND ELECTRICAL POWER UNLESS NOTED CONC CAST IN PLACE CONCRETE JT JOINT STRUC STRUCTURAL STORAGE/OFFICE AREA: 284 SQ."T. / 300 = I OTHERWISE IN CONTRACTOR/OWNER AGREEMENT. DIM DIMENSION KD KILN DRIED T & G TONGUE & GROOVE 13500 SW PACIFIC HWY CODE) AND ANSI-A i 17. I LATEST EDITION. 19. IF WEATHER CONDITIONS CAUSE DELAYS OR WORK STOPPAGE, DS DOWNSPOUT LAM LAMINATED GLASS TB TOWEL BAR TOTAL OCCUPANT LOAD: 61 TIGARD, OR 97223 DOORS/WINDOWS CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY. DURING DW DISHWASHER LAV LAVATORY TEMP TEMPERED INCLEMENT WEATHER, CONTRACTOR 15 RESPONSIBLE FOR ELEC ELECTRICAL LT LIGHT FIXTURE TJI TRUSS JOIST (I-JOIST) A. GLAZING. PROVIDE GLAZING PER 2010 IBC: MAKING ARRANGEMENTS TO PROTECT AND SECURE EXPOSED INSULATED UNITS SHALL BE CLASS 40 GLAZING WITH WALL AND ROOF CONSTRUCTION MATERIALS TO PREVENT ELEV ELEVATION LVL LAM VENEER LUMBER T. 0. TOP OF LOW E ARGON GAS. DAMAGE. ENG ENGINEER MB MOISTURE BARRIER TYP TYPICAL 20. BIDS AND NEGOTIATED PRICES SHALL INCLUDE ALL MATERIALS, EPS EXTRUDED POLYSTYRENE MECH MECHANICAL UNDRLYMT UNDERLAYMENT SHEET TITLE GLAZING IN LOCATIONS SUBJECT TO HUMAN IMPACT LABOR, EQUIPMENT, AND OTHER COMPONENTS NECESSARY FOR. EXIST EXISTING MO MASONRY OPENING VAC VACUUM (2) EXIT REQUIRED, (2) EXIT(5) PROVIDED (OCCUPANT <50) SUCH AS PANES IN DOORS, GLAZING WITHIN 24" ARC OF COMPLETION OF THE DESCRIBED PROJECT. MATERIALS CONSIDERED TO BE STANDARD AND CUSTOMARY FOR THIS TYPE FBGL FIBERGLASS MTL METAL VB VAPOR BARRIER ( I ) RESTROOMS REQUIRED, ( I ) RESTROOMS PROVIDED GI'TY OF TIGARD A DOOR OPENING, GLAZING WITHIN 18"OF THE FLOOR OF BUILDING/ CONSTRUCTION MUST BE INCLUDED. FD FLOOR DRAIN NOM NOMINAL VGDF VERT GRAIN DOUG. FIR REVIEWED FOR COD COMPLIANCE (AND I5 OVER 9 SQ... FT. PER PANEL) SHALL BE 2 1 . CONTRACTORS, OWNER, AND OTHER PARTIES SHALL NOT MAKE FDN FOUNDATION NWCB N.W. WALL & CEILING BUREAU W/ WITH TEMPERED GLASS OR LAMINATED SAFETY GLASS PER CHANGES TO THE DRAWINGS. REQUESTS FOR CHANGES SHALL Approved: - i - c_`GSrvvE1 I lr CODE. BE MADE IN WRITING AND BE SUBMITTED TO THE OWNER AND FO FACE OF 0/C ON CENTER WC WATER CLOSET OTQ 1 _ j - ARCHITECT FOR REVIEW. FP FIRE PROOFING OH OVERHANG WD WOOD NO STRUCTURAL WORK 15 TO BE PERFORMED UNDER THIS PERMIT. Permit#: . PZZD(b `4#402-(c) ) GLAZING U-VALUE (AMMATESTED) U-40 MAXIMUM. 22. AT JOB COMPLETION, CONTRACTOR, OWNER* ARCHITECT SHALL FR FIRE RESISTANT OPNG OPENING WH WATER HEATER NO SITE WORK 15 TO BE DONE UNDER THIS PERMIT. Address: _ ( 'L'� { ��{ MEET AT THE SITE FOR A FINAL WALK-THROUGH TO VERIFY THAT FRMG FRAMING PA POST ABOVE WP WATER PROOF / FIRE PROTECTION ALL WORK IS COMPLETE PER PLANS, SPECIFICATIONS AND CODE. Suite#: ;• FT FOOT PL PLATE WR WATER RESISTANT 1 SIGN A. EXTEND THE EXISTING AUTOMATIC FIRE SPRINKLER CEILING HEIGHT CONDITIONS FTG FOOTING P LAM PLASTIC LAMINATE EXTERIOR UNDER A SEPARATE PERMIT B3. �,_ Date: efici ((::7, a SYSTEM AS REQUIRED. GET SYSTEM DESIGN APPROVED FURN FURNACE (FORCED AIR) BY GOVERNING CITY'S BUILDING DEPARTMENT AND FIRE OWNER MUST FIELD VERIFY ALL CEILING HEIGHT DIMENSIONS. ANY DEPARTMENT PRIOR TO INSTALLATION. VARIANCES BETWEEN THESE APPROVED DIMENSIONS AND ACTUAL OFFICE COPY SITE B. PROVIDE FIRE EXTINGUISHERS AS REQUIRED BY 2014 RESPONSIBILITY LITY OFF TNDITIONS HE OWNER/TEENEXISTING DATOALL COSTS ASSOC ITINS SHALL BE THE SOLE CONTACT CONTACT I N 1=0 RM AT I O N INDEX Of N E ETA TITLE SHEET IBC AND LOCATE PER FIRE MARSHALL'S DIRECTIONS. WITH REVISIONS AND CHANGE ORDERS SHALL BE THE SOLE ONE FIRE EXTINGUISHER PER 3,000 SQ... FT. OF BLDG... RESPONSIBILITY OF THE OWNER/TENANT. TENANT INFORMATION LANDLORD INFORMATION AREA WITH 75' MAX... TRAVEL DISTANCE BETWEEN GO WIRELESS, INC. A I TITLE SHEET EXTINGUISHERS. LOCATION TO BE VERIFIED BY THE VERIFICATION OF SITE CONDITIONS 9970 W. CHEYENNE AVE LOCAL FIRE MARSHALL. LAS VEGAS, NV 89129-7709 A2 VICINITY MAP OWNER/TENANT IS REQUIRED TO PERFORM A SITE SURVEY OF THE A3 AS-BUILT C. MAINTAIN STRUCTURAL AND FIRE RESISTIVE INTEGRITY ENTIRE PREMISES PRIOR TO COMPLETION OF THE TENANTS A4 DISPLAY ELECTRICAL PLAN AT EXTERIOR AND RATED INTERIOR WALL PENETRATIONS CONSTRUCTION DOCUMENTS. ANY VARIANCES BETWEEN THESE FOR ELECTRICAL, MECHANICAL, PLUMBING AND APPROVED PLANS AND ACTUAL SITE CONDITIONS SHALL BE THE A5 REFLECTED CEILING PLAN COMMUNICATIONS CONDUITS, PIPED AND SIMILAR SOLE RESPONSIBILITY OF THE OWNER/TENANT. ALL COSTS AG FLAT WIRE SYSTEMS PER 2014 IBC. ASSOCIATED WITH REVISIONS AND CHANGE ORDERS SHALL BE THE A7 WALL DISPLAY DETAIL SOLE RESPONSIBILITY OF THE OWNER/TENANT. AS ACOUSTICAL CEILING DETAIL THERMAL MOISTURE PROTECTION E I TELCO BACK BOARD A. OPENINGS. ALL OPENINGS TO BE CAULKED, SEALED OR BUILDING DEPARTMENT GENERAL CONTRACTOR E2 NETWORK RACK WEATHER-STRIPPED. CITY OF TIGARD PAGE NUMBER Planning by B. CAULKING AND SEALANT. USE PRIMER REQUIRED BY Date:Approved ! 1�• MANUFACTURER. BACKING ROD OR TAPEPE AS RECOMMENDED BY MANUFACTURER. USE POLYURETHANE A I SEALANT AT CONCRETE FLOOR AND SIDEWALK JOINTS. Initials: 1410 ALL OTHER LOCATIONS USE POLYSULFIDE OR SILICONE. DRD DAY ROAD DESIGN, LLC RONALD L. KIEF 9825 SW DAY ROAD SHERWOOD, OR 97140 P: 503-320-09 18 F: 503-972- 1848 RonKief@comcast.net ) L 111. 11.1 11.1.111.11111° =mss iloollulull°11111.1.1111111AW .� PROJECT vJ GO WIRELESS TIGARD MARKET PLACE 13500 SW PACIFIC HWY TIGARD, OR 97223 b I - M A KT SHEET TITLE VICINITY MAP PAGE NUMBER A2 _ DRD DAY ROAD DESIGN, LLC RONALD L. KIEF 9825 SW DAY ROAD SHER.WOOD, OR 97 140 P: 503-320-09 18 F: 503-972- 1848 RonKief@comcast.net / I7'-2" / / I7'-2" / \ n n -7---T y \ J -n---r- \2,-0„ \\t , „ DfSPLAY WALL R o ` �. ._ !SPLAY WALL R 2'-0" i Il/ z/5,//////I//l!//////////////////1 /� °- 2'-0" i �. ,T,7 /l% I / ' IO'-0' III;;, � II�1, !111;111 `� �, 7.. „ 1111'111 \ \ ` 23'_72„ 1111111 � D: 23 72 (11;11 G!1111 `�._ 1;11 � 17'-2" �� 111111111 GI-6" ADA 17'-2" �� �1;;11111 G—G" AD APIIIIII RESTROOM `.\1/ •411!"1 ;11.111111!1!.:. �,ESTR�OM 1111111111 ,-11111;;1!1°: 4011''I 16'-0" ` •f ��� 111 :a: '; ." • iC 123'-4" 01111111 �`Z" �.4 111;111111 ��_1(8- \7' �— 111111°1 ®,��� . : : _ 111111;11 �'�'�� J (lllll;ll r �'�� / 11111111 QP ,1,11,1! Q� . . . \ . 8,-0" OFFICE 8-0" qE / 2,-0" 2'_O" . 7'—G" 2'—O" / 7'—s,.. / y 2'—O' -' 8,_0„ \ \ g E /Mill _.) s 8'-0"I S\-- e o : . 5_07 — \ \ \ ® \ \ III --� ay-o" STOCK ,� 2O'—O" STOCK a a SUSPENDED ROOM �.-- ROOM PROJECT CEILING SOFFIT 22'-G" 1 I '-G" 22'—G` I '-G" /• . GO wIRELE55 t ` TIGARD MARKET PLACE 4 I '-8�" 41 '-82" - 13500 SW PACIFIC HWY TIGARD, OR 97223 \it'll 11111111,/r 18'—G" / : : 8'-G" . : / SKEET TITLE : l: : i . 1/4.......*[77 : \ :1:.:.• :: \ \ \ , f C '." -f ili ../. ./ ,\,-, �� /I: :• . . �$ ` �, ` . AS-BUILT :.:., ! .R''- ‘:2-- .,,,-- , .,-\\,, Q Q \ \ II 11 L ""T�I ill U u I \ J U U I_ J u IIJ Tr U U SCALE / 40'-4V2" / / j 40'-41/2" / Y4"= I '-O" PAGE NUMBER A3 . DRD ELECTRICAL/ LOW VOLTAGE POWER REQUIREMENTS DAY ROAD DESIGN, LLC ELECTRICAL POWER LOW VOLTAGE 9 Charging/Belkin-Alarmed Duplex 1 38.5" Receptacle should be horizontal RONALD L. KIEF FIXTURE FIXTURE TYPE QTY HEIGHT QTY CABLE HEIGHT 10 Monster Wall-Alarmed Duplex 1 38.5" Receptacle should be horizontal 9825 SW DAY ROAD NO. DESCRIPTION OUTLET OUTLETS A.F.F. `NOTES CABLES TYPE A.F.F. 11 Samsung Wall-Alarmed Duplex 1 18" SI-IFRWOOD, OR 97140 1 CDZ- Credenza/Printer Stand Duplex 1 18" Cellabrite unit on CDZ-Cables in wall 2 Cat 6 18" 12 Apple- [Phone Wall Display Duplex 1 18" 2 CW-Cash Wrap Duplex 1 FB Each POS station gets(3)data cables 6 Cat 6 FB 13 DS- Flat Screen TV Duplex 1 80" 1 Cat 6 80" P: 503-320-09 18 3 CW-Cash Wrap(ADA) Duplex 1 FB Each POS station gets(3)data cables 6 Cat 6 FB „ F: 503-972- 1848 14 1- 2- 3 Section Wall Display(Lighting) Duplex 1 104” Receptacle should be horizontal 104 4 EC-Experience Center 4-Plex 1 FB 2 Cat 6 FB RonKief@comcast.net 5 Demo Table Duplex 1 FB 15 4- Section Wall Display(16 foot) Duplex 2 104" Receptacle should be horizontal 104" 6 POS-Point of Sale Counter Duplex 1 FB Each POS station gets(3)data cables 3 Cat 6 FB (1)Receptacle every two sections 7 Tech Center Duplex 1 FB A.F.F.-Above Finished Floor-All measurements assume middle of device unless otherwise stated 8 Blue Tooth/Sound Wall-Alarmed Duplex 1 38.5" Receptacle should be horizontal FB-Floor Box Flat Wire (E) (E) I 11 J )\ n 1 r n 1 rn° C) r., °- �0 - vo L tt; G DI 0 0 o a .,,? / a ---J V"-- — ''''''GI sts/4 <: 03 ------ s0 8 0 ( ADA7 03 I ADA / A.‘A., 0 4) 4 \N_ R.R. (110 / 'ID �r `di's cl 70 tj 15 P0(/ 5 � 0 10 ,,, u, j 5'- 10" /rn 0 0 O i- ° i-te,r.) O 0 r.r........) C Z Z z073 CO -4 o _ 4'-0" b PROJECT Q n a n N N ° % N o O 12 -" O `, rn .--- 0--- ,--- La ® GO WI REL .SS c = --t- \ o o \ TIGARD MARKET PLACE /[1 0 i--- 14 / 13TlO0ARD OR 97223 o N � 0 6'-5" /o j o .c_ X 15 . _i __\,\E .,-) / / \ El =.(f) \ fil ' ` 0 -c-- 0 SHEET TITLE D "U -D L _ rn = (---- rn (7----6\ 2-4 1.0 -I 70D z70 70 Z DISPLAY Q I4 ° a-c\I _ y aELECTRICAL )7 \ /r ` 4 ` �, Fr) rn N3 ° 3 0 O o ` `\ jJ 0 o U / 0 - 0 j o o / j J o 0 N r TC Ti N- 15 t. n SCALE a $0 / 8._," /r .ch Cs)" YI L G d 1 L 6 1 11 !1 t 1 IJ lEjR iI II { l o 1��1.....romimmillmil ---\ U U PAGE NUMBER (E) (E) A4 _ D R D DAY ROAD DESIGN, LLC RONALD t. KIEF 9825 SW DAY ROAD SHERWOOD, OR 97 140 P: 503-320-0918 F: 503-972- 1848 RonKtef@comcast.net (E) 1 T U n4A ` .•.. acs 400/ E--\\-- j 0 NY- / — -411)1(f. Gc / :,t‘ A � ADA 1 ,111 , ; 73,„ . A ,o . 40 . . : . : „)). . , „.. 5'- I J" - -/1 D Ir: ° \ r/ , 1 I C3 • - 4 N .,..,_..) - .11: c (51 7c, c� - — — C.. //___ A iii b 41 . . . . (-, 0 N _ :SCK A ri • �° •••.O.OM o _ pn .1 .. . PROJECT / N. . , g'-5' /o ....._ GO WIRELESS r" / �' f_ TIGARD MARKET PLACE 13500 SW PACIFIC HWY \ TIGARD, OR 97223 ‘t (, ` \ i 1SKEET TITLE I / .. . •<,) 9_ /r.. In 11/ c Co Com) / r \ REFLECTED o CEILING FLAN -..-4- ik-2 •:• 1! 1 c w / 0 0 I . _ to \ TC in � c-r: v / 8'-8" /r b: r) L i� 6' SCALE r r11111111111111=MMMIIIIIIl r I IMF \ U t1 i Y411= I -0 (E) PAGE NUMBER A5 DRD UNDERCARPET POWER * COMMUNICATION CABLING ARE APPROVED FOR ti+ 4t/"Illelf° :777) 111111 USE IN COMMERCIAL APPLICATIONS PER - ARTICLE 322 324 OF THE DAY ROAD DESIGN , LLC 554805 FLUSH WALL BOX NATIONAL ELECTRICAL CODE (NEC) RONALD L. Klfi' TYCO I AMP X375045 9825 SW DAY ROAD FLUSH MOUNT WALL BOX SN�RWOOD, OR 97140 TYCO ELECTRONIC - UNDERCARPET COMMUNICATION CABLING P: 503-320-091 8 F: 503-972- 1848 • INDEPENDENTLY VERIFIED BY INTERLINK ETL SEMKO TESTING SERVICE • UL LISTED; UL TYPE CMUC RonKlef@comcast.net 554805-FLUSH WALL BOX INSTALL THE FLUSH WALL BOX-6 OFF THE FLOOR • CSA CERTIFIED; CSA TYPE CM h OUTSIDE BOX SIZE - 3 ii' H X 7 ' • LEAD FREE JACKETING L X 2 i&' D COVER PLATE - 4 a' X 9' NOTE: DO NOT INSTALL THESE BOXES BEHIND ANY WALL TYCO ELECTRONIC - UNDERCARPET POWER CABLING • UL LISTED; FILE NUMBER E732 1 2 DISPLAY THEREBY RESTRICTING FUTURE ACCESS. • CSA CERTIFIED; FILE NUMBER LR7 189 (NATIONAL ELECTRICAL CODE) • FLAT CONDUCTOR CABLE (TYPE FCC) PERMITTED PER ARTICLE 324 OF THE 2008 NATIONAL ELECTRICAL CODE (NEC) AND RULE 12-800 OF THE CANADIAN ELECTRICAL CODE. WALL BOX DETAIL (TYP) 15-°1 '? 21 .1 7"w iiall aill - Sr 5' >r< 5' 10" ' >-< 2Y' 2■ 17- 10 fr 6. Rfirsi itto4 ii n icabsiwzmc4 AA A A Ar- x Mr L r_____ roi=cxx \ ' \ 1131103141 �' .17-m. REeifil :11717 W < 1 � I:' I.r;c I 1413` 7, N. ghl\ ! I � ' 3, 15f�'k ar-' 1111A +Gfti ._1_1 I I I • I I I`- I � it — i II. 9141 I 'silki l'1 PROJECT IA Un CO 9. a ii ' R R �.. i, iiiiMEIMII ' 1 - GO WIRELESS -. - .- -1. : 4.. .i. {5a�18! x1 .. xrgzr ki lio• 5 1 TIGARD MARKET PLACE lc) RI QT LEO MU ABLE .dc / . . \ 37' ! 3500 SW PACIFIC HWY TIGARD, OR 97223 Tii H Jork 0 a two * , 0 4 ii, , 1 M....NIL-71'1M 4 42 CM Dia; if 4. 23 r ' ' gf 5- .r' '4' 1:!..i yi idD La 44Ib 4,1 1 llg 44 IP I ijeal '�a4 �a�� ;V II i��F:R1 SHEET TITLE ii -fit' ie,t4 ..e#. •_• ..7..? 1. - i ggKET' 4 IfiM:i ; Pwrilz•I i-ligtFirI f4'I I 44 / • ' ' '0 Ylir3lilEilti : I i %WSW I in. 11: LIIFZI11. 40 2 0 7,4 iff-14i . 'CM MAE 1 ' F4 i '4 1 "4' Ili ' 1 ' P 3- ) at IL WIE23,33 ILI MERIT' i + s r r , ..i.,_+' .\t:'\\' .. 4%516 •'1/4.FrAr,..? • FLAT IAIIRE 41 I.< 4'0' -., ,4- + . ' .s•F.. 44x- d'1 Cr.32 e A tj ,illii'. 25' 1." * .i'� _ -4 _ 1-1 r 431' 5� -411 22' 10- — 1 NINI:://". 1 114 min c Eg MO •c ' r 6'6` SCALE I t I r1 41 V N.T.S. > 2'5- L 14' 8' .0:7 < 19'6' 3V6" PAGE NUMBER AG FLAT WIRE ELECTRICAL PLAN /Duplex Outlet Centered/ / in Cabinet for Lighting DRD \ , ©�© ,"• Duplex Outlet Centered / Duplex Outlet Centered t . . in Cabinet for Lighting �'` Lighting / DAY ROAD DESIGN, LLC in Cabinet for L� htin RONALD L. KIEF 9825 5W DAY ROAD SHERWOOD, OR 97140 P: 503-320-0918 F: 503-972- 1848 Duplex Outlet for RonKief@comcast.net Digital Signage Cats (Single Outlet) for Digital Data co `46" _ co 0 0 O L z- s- L © ° ! '. iii Flat Screen TV 4) (L) 4) u= u_ LL 1 u_ u_ u_ E Q Q Q u. p _ 0 0 0 co i 4) O ..7i _71 _71 Q 6 0 '40 4) ill N � it 4) aa a 0 c \ - \ \ \ . I -SECTION WALL DISPLAY 2-SECTION WALL DISPLAY 3-SECTION WALL DISPLAY DUPLEX OUTLET CENTERED BETWEENDUPLEX OUTLET CENTERED BETWEEN / 2-SECTIONS OF WALL CABINET / /� 2-SECTIONS OF WALL CABINET / o a ILL, \ PROJECT GO WIRELESS TIGARD MARKET PLACE 13500 SW PACIFIC HWY Duplex Outlet for TIGARD, OR 97223 Digital Signage CatG (Single Outlet) for Digital Data X a SHEET TITLE Do 0 7 ' ! Flat Screen TV o 1 -4) 4) 0 LL: HALL E. aC DISPLAY DETAIL ox / EQ / EQ • / Fro TYP. t 0 4.1 7.3 afa) ELECTRICAL NOTE: ©•o.111111111rj.L11111111111111111111IN THOSE CASES WERE AN "ALARMED" SHELF IS TO BE O INSTALLED, INSTALL A DUPLEX OUTLET AT 392" CENTER 4 - LINE OF THE OUTLET AND CENTERED IN THE BAY OF THE SCALE u • WALL CABINET WHERE IT IS TO BE INSTALLED. SEE a ELECTRICAL REQUIREMENTS: 8, 9 $ I O) N.T.S. 3 00 PAGE NUMBER \ \ \ 4-SECTION WALL DISPLAY A7 SUSPENSION SYSTEMS FOR ACOUSTICAL LAY- IN CEILINGS 2014 OSSC ( OREGON STRUCTURAL SPECIALTY CODE ) DAY ROAD DESIGN, LLC RONALD L. KIEF GENERAL COMMENTS 9825 5W DAY ROAD SI1ERWOOD, OR 97140 A. REFERENCED SOURCES PER HIERARCHY: 2007 OSSC (OREGON STRUCTURAL SPECIALTY CODE). AMERICAN SOCIETY OF TESTING MATERIALS (ASTM C 635, HANGER (SUSPENSION) WIRES (FIGURE 5A 8l 5B) ASTM C 636), AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE 7-05), AND CEILING AND INTERIOR SYSTEMS CONSTRUCTION ASSOCIATION (CISCA). P: 503-320-0918 B. PARTITIONS THAT ARE TIED TO THE CEILING AND ALL PARTITIONS GREATER THAN 6 FEET HEIGHT SHALL BE LATERALLY BRACED TO THE STRUCTURE. A. HANGER AND PERIMETER WIRES MUST BE PLUMB WITHIN I IN 6 UNLESS (FIGURE 5A) COUNTER SLOPING WIRES ARE PROVIDED (FIGURE 5B). (ASTM C 636, r: 503-972- 1848 BRACING SHALL BE INDEPENDENT OF THE CEILING SPLAY BRACING SYSTEM. (IBC SECTION 1621.1.2). SECTION 2.1.4) C. ALL MAIN BEAMS ARE TO BE HEAVY DUTY (HD). (ASCE 7-05 ITEM 9.6.2.6.2.2A) B. HANGER WIRES SHALL BE 12 GAGE AND SPACED 4 FEET ON CENTER OR 10 GAGE SPACED 5 FEET ON CENTER (ASTM C 636) RonKref@comcast.net D. ALL CROSS TEES SHALL BE CAPABLE OF CARRYING THE DESIGN LOAD WITHOUT EXCEEDING DEFLECTION EQUAL TO I / 360 OF ITS SPAN. (CISCA ZONE 3 & C. ANY CONNECTION DEVICE AT THE SUPPORTING CONSTRUCTION SHALL BE CAPABLE OF CARRYING NOT LESS THAN 100 POUNDS (CISCA SEISMIC ZONE 3 - 4) 4) ' E. THESE RECOMMENDATIONS ARE INTENDED FOR SUSPENDED CEILINGS INCLUDING GRID, PANELS OR TILE, LIGHT FIXTURES AND AIR TERMINALS WEIGHING D. POWDER DRIVEN SHOT-IN-ANCHORS ARE AN APPROVED METHOD OF ATTACHMENT FOR HANGER WIRES. (OSSC 2007) NO MORE THAN 4 POUNDS PER SQUARE FOOT. (ASCE 7-05 ITEM 9.6.2.6.1) E. TERMINAL ENDS OF EACH MAIN BEAM AND CROSS TEE MUST BE SUPPORTED WITHIN 8 INCHES OF EACH WALL WITH A PERIMETER WIRE. (FIGURE 4 & 5B) F. ALL WIRE TIES ARE TO BE THREE TIGHT TURNS AROUND ITSELF WITHIN 3 INCHES. TWELVE GAGE HANGER WIRE SPACED 4 FOOT ON CENTER (FIGURE I). (CISCA SEISMIC ZONE 3 -4) (ASTM C 636 ITEM 2.3.4) F. WIRES SHALL NOT ATTACH TO OR BEND AROUND INTERFERING MATERIAL OR EQUIPMENT. A TRAPEZE OR EQUIVALENT DEVISE SHALL BE USED WHERE G. CHANGES IN CEILING PLANES WILL REQUIRE POSITIVE BRACING. (ASCE 7-05 SECTION 9.6.2.6.2.2 ITEM F OBSTRUCTIONS PRECLUDE DIRECT SUSPENSION. TRAPEZE SUSPENSIONS SHALL BE A MINIMUM OF BACK-TO-BACK 1Y4 INCH COLD-ROLLED CHANNELS FOR SPANS EXCEEDING 48 INCHES. (CISCA ZONE 3 -4) LATERAL FORCE BRACING (FIGURE 2 a 3) ELECTRICAL FIXTURES A. CEILINGS CONSTRUCTED OF LATH AND PLASTER OR GYPSUM BOARD, SCREW OR NAIL ATTACHED TO SUSPENDED MEMBERS THAT SUPPORT A CEILING ON ONE LEVEL EXTENDING FROM WALL TO WALL SHALL BE EXEMPT FROM LATERAL FORCE BRACING REQUIREMENTS. (CISCA ZONE 3-4). A. LIGHT FIXTURES WEIGHING LESS THAN 10 POUNDS SHALL HAVE ONE 12 GAGE HANGER WIRE CONNECTED FROM THE FIXTURE TO THE STRUCTURE ABOVE. B. LATERAL FORCE BRACING IS THE USE OF VERTICAL STRUTS (COMPRESSION POSTS)AND SPLAY WIRES. (SEE FIGURE 2) THIS WIRE MAY BE SLACK. (CISCA SEISMIC ZONE 3 - 4 ) C. LATERAL FORCE BRACING IS REQUIRED FOR CEILINGS OVER 144 SQUARE FEET AND NOT REQUIRED FOR CEILINGS LESS THAN 144 SQUARE FEET PROVIDED B. LIGHT FIXTURES WEIGHING MORE THAN 10 POUNDS AND LESS THAN 56 POUNDS SHALL HAVE TWO 12 GAGE WIRES ATTACHED AT OPPOSING CORNERS OF THEY ARE SURROUNDED BY FOUR WALLS AND BRACED TO THE STRUCTURE. (OSSC 2007) THE LIGHT FIXTURE TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. (CISCA SEISMIC 3 - 4) D. LATERAL FORCE BRACING SHALL BE 12 FEET ON CENTER (MAXIMUM)AND BEGIN NO FARTHER THAN 6 FEET FROM THE WALLS. (CISCA ZONE 3-4) C. LIGHT FIXTURES WEIGHING MORE THAN 56 POUNDS SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE. THESE WIRES MUST BE TAUT. (CISCA E. SPLAY WIRES ARE TO BE FOUR 12 GAUGE WIRES ATTACHED TO THE MAIN BEAM. WIRES ARE ARRAYED 90° SEISMIC ZONE 3 - 4) FROM EACH OTHER AT AN ANGLE NOT TO EXCEED 45° FROM THE PLANE OF THE CEILING (CISCA SEISMIC ZONE 3-4) D. PENDANT MOUNTED LIGHT FIXTURES SHALL BE DIRECTLY SUPPORTED FROM THE STRUCTURE ABOVE USING 9 GAGE WIRE OR AN APPROVED ALTERNATIVE F. SEISMIC SPLAY WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT SUPPORT WITHOUT USING THE CEILING SUSPENSION SYSTEM FOR DIRECT SUPPORT. (CISCA SEISMIC ZONE 3 -4) LESS THAN 200 POUNDS OR THE ACTUAL DESIGN LOAD, WITH A SAFETY FACTOR OF 2, WHICHEVER IS GREATER (FIGURE 6B) E. TANDEM FIXTURES MAT UTILIZE COMMON WIRES. G. "POWDER DRIVEN SHOT-IN-ANCHORS" WHEN USED FOR SEISMIC APPLICATION AS PART OF THE PRESCRIPTIVE PATH IN SEISMIC DESIGN CATEGORIES D, E, AND F, SHALL HAVE AN ICC-ES APPROVAL FOR SEISMIC APPLICATIONS AND SHALL REQUIRE "SPECIAL INSPECTIONS" IRRESPECTIVE OF THE TYPE OF OCCUPANCY CATEGORY THE STRUCTURE IS IN. ANCHORS FOR KICKER WIRES (SPLAYED WIRES INSTALLED FOR PURPOSES OTHER THAN SEISMIC RESTRAINT) ARE EXEMPT FROM THIS REQUIREMENT. (OSSC 2007) MECHANICAL SERVICES H. SPLAY WIRES ARE TO BE WITHIN 2 INCHES OF THE CONNECTION OF THE VERTICAL STRUT TO SUSPENDED CEILING. (CISCA SEISMIC ZONE 3-4) I. RIGID BRACING MAY BE USED IN LIEU OF SPLAY WIRES (ASCE SECTION 9.6.2.6.2.2) J. CEILINGS WITH PLENUMS LESS THAN 12 INCHES TO STRUCTURE ARE NOT REQUIRED TO HAVE LATERAL FORCE BRACING (PORTLAND, OR, BUILDING A. TERMINALS OR SERVICES WEIGHING 20 POUNDS BUT NOT MORE THAN 56 POUNDS MUST HAVE TWO 12 GAGE WIRES CONNECTING THEM TO THE CEILING DEPARTMENT) SYSTEM HANGERS OR THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. CISCA SEISMIC ZONE 3 - 4) K. VERTICAL STRUTS MUST BE POSITIVELY ATTACHED TO THE SUSPENSION SYSTEM AND THE STRUCTURE ABOVE. (CISCA SEISMIC ZONE 3-4) B. TERMINALS OR SERVICES WEIGHING MORE THAN 56 POUNDS MUST BE INDEPENDENTLY SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE. THESE WIRES L. THE VERTICAL STRUT MAY BE EMT CONDUIT, METAL STUDS OR A PROPRIETARY COMPRESSION POST. MUST BE TAUT. (CISCA SEISMIC ZONE 3 -4) WALL MOLDINGS (FIGURE 4A & 4B) SEISMIC SEPARATION JOINTS (FIGURE 7) A. WALL MOLDINGS (PERIMETER CLOSURE ANGLES)ARE REQUIRED TO HAVE A HORIZONTAL FLANGE 2 INCHES WIDE, UNLESS ALTERNATE METHODS ARE A. FOR CEILING AREAS EXCEEDING 2,500 SQUARE FEET, A SEISMIC SEPARATION JOINT OR FULL HEIGHT WALL PARTITION THAT BREAKS THE CEILING SHALL BE PROVIDED UNLESS ANALYSES ARE PERFORMED OF THE CEILINGS BRACING SYSTEM, CLOSURE ANGLES AND PENETRATIONS TO PROVIDE SUFFICIENT APPROVED PRIOR TO INSTALLATION BY THE LOCAL BUILDING DEPARTMENT AND THE DESIGNER OF RECORD. ONE END OF THE CEILING GRID SHALL BE CLEARANCE. (ASCE 7-05, ITEM 9.6.2.6.2.20) ATTACHED TO THE MOLDING. THE OTHER END SHALL HAVE A 3'Z" CLEARANCE FROM THE WALL AND FREE TO SLIDE. (ASCE 7.02 SECTION 9.6.2.6.2.2 ITEM B. THE LAYOUT AND LOCATION OF THE SEISMIC SEPARATION JOINT SHALL BE PER THE DESIGNER OR RECORD AND NOTED ON THE PLANS. IF SEISMIC B). SEPARATION JOINT IS REQUIRED BY THE DESIGNER, THE DESIGNER MAY USE THE GENERIC JOINT DETAILED IN THIS DOCUMENT A PROPRIETARY JOINT. B. WHERE SUBSTANTIATING DOCUMENTS HAS BEEN PROVIDED TO THE LOCAL JURISDICTION, PERIMETER CLIPS MAY BE USED TO SATISFY THE REQUIREMENTS THE AMOUNT OF FREE MOVEMENT (GAP DESIGN)SHALL BE A MINIMUM OF Yr, INCH. (OSSC 2007) FOR 2-INCH CLOSURE ANGLE. (OSSC 2007) C. IN LIEU OD SEISMIC SEPARATION JOINTS, THE CEILING MAY BE DIVIDED INTO AREAS LESS THAN 2500 SQUARE FEET BY USE OF PARTITIONS OR SOFFITS C. THE GRID SHALL BE ATTACHED TO THE TWO ADJACENT WALLS (POP RIVETS OR APPROVED METHOD). SOFFITS EXTENDING TO A POINT AT LEAST LEVEL AS FOLLOWS: PARTITIONS SHALL EXTEND A MINIMUM OF 6 INCHES ABOVE THE LEVEL OF THE PLANE OF THE GRID AND SHALL BE INDEPENDENTLY BRACED WITH THE BOTTOM PLANE OF THE GRID AND INDEPENDENTLY SUPPORTED AND LATERALLY BRACED TO THE STRUCTURE ABOVE ARE DEEMED TO BE TO THE STRUCTURE ABOVE. SOFFITS SHALL EXTEND TO A POINT AT LEAST LEVEL WITH THE BOTTOM PLANE OF THE GRID AND SHALL BE INDEPENDENTLY EQUIVALENT TO WALLS. (OSSC 2007) SUPPORTED AND LATERALLY BRACED TO THE STRUCTURE ABOVE. (OSSC 2007) D. THERE SHALL BE A MINIMUM Y4" CLEARANCE FROM THE END OF THE GRID SYSTEM AT THE UNATTACHED WALLS. (ASCE 7-05 SECTION 9.6.2.6.2.2 ITEM B) D. OTHER THAN PARTITIONS AND SOFFITS, SEISMIC JOINTS MAY NOT BE USED AS PART OF A FIRE RATED CEILING ASSEMBLY UNLESS SUBSTANTIATING DOCUMENTATION IS PROVIDED. (OSSC 2007) SPREADER BARS (FIGURE 4B) - FIRE SPRINKLERS A. SPREADER (SPACER) BARS SHALL BE USED TO PREVENT THE ENDS OF THE MAIN BEAMS AND CROSS TEES AT PERIMETER WALLS FROM SPREADING OPEN DURING A SEISMIC EVENT. PERIMETER WIRES SHALL NOT BE IN LIEU OF SPREADER BARS. (CISCA SEISMIC ZONE 3 & 4) FOR CEILINGS WITHOUT RIGID BRACING, SPRINKLER HEAD PENETRATIONS SHALL HAVE A 2 INCH OVERSIZE RING, SLEEVE OR ADAPTER THROUGH THE CEILING B. SPREADER BARS ARE NOT REQUIRED AT PERIMETERS WHERE RUNNERS ARE ATTACHED DIRECTLY TO CLOSURE ANGLES. TILE TO ALLOW FREE MOVEMENT OF AT LEAST I INCH IN ALL HORIZONTAL DIRECTIONS. FLEXIBLE HEAD DESIGN THAT CAN ACCOMMODATE I INCH FREE C. WIRE TYING IS AN ACCEPTABLE ALTERNATIVE TO SPREADER BARS. MOVEMENT SHALL BE PERMITTED AS AN ALTERNATIVE. (ASCE 7-05 9.6.2.6.2.2, ITEM E) D. SPREADER BARS ARE NOT REQUIRED IF A 90° INTERSECTING CROSS OR MAIN IS WITHIN 8 INCHES OF THE PERIMETER WALL. E. WHERE SUBSTANTIATING DOCUMENTATION HAS BEEN PROVIDED TO THE LOCAL JURISDICTION, PERIMETER CLIPS MAY BE USED TO SATISFY THE REQUIREMENTS FOR SPREADER BARS. (OSSC 2007) PROJECT FIGURE 1 FIGURE 2 FIGURE 4A - ATTACHED WALL FIGURE 4B - UNATTACHED WALL GO WI RELE55 MOLDING REQUIREMENTS MOLDING REQUIREMENTS FIGURE 5A FIGURE 58 FIGURE bA FIGURE bB FIGURE 7 4, POST - wrti°alhanparwieaattadsmmc Splayed seismic bratinpwinaitxhmerd i TIGARD MARKET PLACE �. plump 1/3 13500 5W PACIFIC 11WY VIISE or tela / I / p�cMy� shot-in 11!3/4 I ;s°, y, .'t maximum s"(202 mm) I� �� maximum e' 242 mm / �^ TIGARD, OR 97223 J WALL // WALT / ) l r'i, `�*`� Strucarrelconcrete Mir 9 te[xlanCtnr i'ii �� /.-''' ! /ctiP i ,ter" ' nP cipI Structural concrete I +r t maximum 3 ` ,- f « � / �'� �� 9ias1 strap t`wide x 2'Ion x `u iI11(76mm) t i 4s ar less 4s'ar fess ♦ I ♦ Spreader bar or 3 tuns 12 gage minimum+ 4, ARMSTRONG ♦ , CROSS TEE .4„:_,;4:--\:,,,- %; / \ _ .I "�` ayw mier gunship , m nequlrod t0 3 ttrM 1.:i), - . ; \ _,..-ARMSTRONG O'� s r1%1L11115keep perimltat Verticd hanger wire ( . BEAM ♦A. y / \ comporrenta tmrn Splayed eelemic bracing wire �, L .e<•% ♦ I — - minimum ♦ apreading apart / ♦♦ I ."-< / 3/4'(10 mm) e. .r_—m mVm fr 5 t1 E ET TITLE fl 2 b0 mm a ♦♦et minimum I(50 ma �r�" at unattached walla `a 1 AO ae ♦ L Gap i it Flange a, 4,. f eip� Doan mot FIGURE 3 - MAXIMUM RECOMMENDED LENGTH FOR VERTICAL STRUTS GLOSSARY FOR THIS DOCUMENT ACOUSTICAL EMT CONDUIT CEILING DETAIL CROSS TEES - THE CROSS MEMBER THAT INTERLOCKS WITH THE MAIN BEAMS, ALSO KNOWN AS CROSS RUNNERS OR PERIMETER WIRES- HANGAR WIRES PLACED WITHIN EIGHT INCHES OF THE SURROUNDING WALLS. CROSS TEES. )12"EMT CONDUIT UP TO 5'-IO" PLENUM - THE SPACE ABOVE A SUSPENDED CEILING. DIFFUSER - A CIRCULAR OR RECTANGULAR METAL GRILL USED FOR THE PASSAGE OF AIR FROM DUCTED SYSTEMS. SLACK WIRE - A 12 GAGE WIRE THAT IS NOT TIGHT OR TAUT. Y4" EMT CONDUIT UP TO 7'-8" ESSENTIAL SERVICE BUILDINGS- ANY BUILDINGS DESIGNED TO BE USED BY PUBLIC AGENCIES AS A FIRE STATION, POLICE STATION, EMERGENCY OPERATIONS CENTER, STATE PATROL OFFICE, SHERIFF'S OFFICE, OR EMERGENCY SPREADER OR SPACER BAR - A BAR WITH NOTCHES TO PREVENT THE SUSPENSION SYSTEM FROM SEPARATING, ALSO COMMUNICATION DISPATCH CENTER. CALLED A STABILIZER BAR. I" EMT CONDUIT UP TO 9'-9" GRID - THE MAIN BEAMS AND CROSS TEES OF THE SUSPENSION SYSTEM. SPLAY WIRES - WIRES INSTALLED AT AN ANGLE RATHER THAN PERPENDICULAR TO THE GRID. METAL STUD HANGER WIRES - 10 OR 12 GAGE SOFT ANNEALED WIRE USED AS PRIMARY SUPPORT FOR THE GRID SYSTEM. ALSO VERTICAL STRUTS - THE RIGID VERTICAL MEMBER USED IN LATERAL FORCE BRACING OF THE SUSPENSION SYSTEM. CALLED SUSPENSION WIRES. ALSO KNOWN AS COMPRESSION POSTS, SEISMIC PODS, SEISMIC STRUTS. COMMON MATERIALS ARE ELECTRICAL CONDUIT SCALE SINGLE I B" METAL STUD (20 GA.) UP TO 12`-0" (EMT), METAL STUDS OR PROPRIETARY PRODUCTS. LATERAL FORCE BRACING - THE BRACING METHOD USED TO PREVENT CEILING UPLIFT OR RESTRICT LATERAL MOVEMENT DURING A SEISMIC EVENT. LATERAL FORCE BRACING CONSISTS OF VERTICAL STRUTS AND SPLAY WIRES. BACK-TO-BACK I %" METAL STUD (20 GA.) UP TO 15'-0" MAIN BEAM - THE PRIMARY SUSPENSION MEMBER SUPPORTED BY HANGER WIRES, ALSO KNOWN AS THE MAIN RUNNER, CARRYING TEE, CARRYING RUNNER OR MAINS. SINGLE 2Y2" METAL STUD (20 GA.) UP TO I3'-6" MOLDING / CLOSURE ANGLE - A LIGHT GAUGE METAL ANGLE OR CHANNEL FASTENED TO THE PERIMETER WALLS OR PARTITION TO SUPPORT THE PERIMETER ENDS OF AN ACOUSTICAL CEILING GRID. BACK-TO-BACK 2Y" METAL STUD (20 GA.) UP TO 15'-O" PERIMETER CLIPS - PROPRIETARY ANGLE BRACKET ATTACHED DIRECTLY TO THE WALL MOLDING I CLOSURE ANGLE WHICH ALLOWS THE x. MOVEMENT IN THE EVENT OF SEISMIC ACTIVITY AND INTERLOCKS PROPERLY WITH ENDS OF GRID PAGE NUMBER SYSTEM. A8 INSTALLATION OF BACKBOARD $ TRIP LITE 15 U LOCKING NETWORK RACK DAY ROAD DESIGN, LLC ,,',,,',...:, _ GENERAL NOTES: RONALD L. KIF 9825 S3L DAY ROAD • IF THERE IS AN EXISTING NETWORK RACK (8U), WE NEED TO TAKE IT DOWN PRIOR TO THE 3825 SW D, OR AD INSTALLATION OF THE NEW NETWORK RACK (TOP REFERENCE PICTURES AND N TE OF INSTALLEDL :l l: d i ET � f '� GRADE/REMODEL/EXPANSION/DOWNGRADE/RELOCATION). CISCO ASA 55001 5505 FIREWALL1 40 P: 503-320-0918 `� �' � F: 503-972- 1848 CK _ f f, AND CISCO SWITCH MUST BE MOVED TO THE NEW RACK. Illlil llt 11�11um11titlll r: It ut tlitlt ttl i RonKie#@comcast.net �� - `{ . 1 3 INSPECT NEIN BAtGK OA�RD LOCATION: • VERIFY THE WALL SPACE 15 FLAT AND STRUCTURALLY SOUND _ �' • LOCATE AND MARK THE INTERIOR WALL STUD LOCATION _ INSTALLATION OF NYS BACKBOARD: f.k ' • EVALUATE THE INTERIOR WALL STUDS AND SELECT THE (2) STUDS THAT WILL BEST SUPPORTII THE INSTALLATION OF THE NEW BACKBOARD I II Iii 1 • AT THESE LOCATIONS MEASURE 4 -0 FROM THE FLOOR AND INSTALL (2) 22 SELF-TAPPING I I SCREWS THAT PROTRUDES 1 ' FROM THE WALL. • PLACE THE NEW BACKBOARD ON TOP OF THE NEWLY INSTALLED SCREWS AND SECURE THE1 t BACKBOARD TO THE WALL. • • INSTALL 22" SELF-TAPPING SCREWS THAT PENETRATE THE PLYWOOD AND DRYWALL INTO THE _ _ ___ _ _ _ _ _ _ __ __ D R D i • Y, INTERIOR WALL STUDS VERTICALLY ! 2 ON CENTER !1 � I I • INSTALL 4" X 24" TOGGLE BOLTS 2" FROM THE EDGE OF THE PLYWOOD AT EACH OF THE FOUR `� Ir :1 PIP ,_. CORNERS OF THE BACKBOARD. • REMOVE THE (2) SCREWS INSTALLED TO HELP SUPPORT THE BACKBOARD DURING THE W INSTALLATION PROCESS. ,ifil! INSTALLATION OF NEW DATA RACK: , ' • THE NEW DATA RACK NEEDS TO BE INSTALLED ON THE RIGHT HALF OF THE BACKBOARD. THE �. LEFT SIDE IS TO REMAIN UNCLUTTERED FOR THE DATA RACK TO SWING OPEN AND EXPOSE 1 e THE INTERIOR OF THE DATA RACK j • ON THE TOP HALF OF ThE BACK OF THE DATA RACK THERE ARE (4} LAG BOLT HOLES ON ThE I. � � ; a j_ RIGHT AND LEFT SIDE • =1� ;. • MEASURE THE DISTANCE FROM THE LAG BOLT HOLES ON THE RIGHT AND LEFT SIDE, t} ' 1�Q �; F F CLOSEST TO THE CENTER. ' _ A. • ON THE BACKBOARD USE THE CORRESPONDING HEIGHT AND DISTANCE OF THE LAG BOLT ,I f` HOLES AND INSTALL (2) TEMPORARY SCREWS THAT PROTRUDE " FROM THE PLYWOOD .� � - ' . 1410k- • HANG THE NEW DATA RACK ON THE PROTRUDING SCREWS MAKING SURE THE DATA RACK IS % F `- .41 ' s. , • LEVEL. ADJUST IF NEEDED. `' ". _y ri vire; PROJECT • SWING OPEN THE DATA RACK TO EXPOSE THE INSIDE BACK OF THE DATA RACK. 4 ' _ `-` • AT THE TOP RIGHT AND LEFT CORNERS AND BOTTOM RIGHT AND LEFT CORNERS DRILL (4) i � eT'1 Tilli. PILOT HOLE FOR THE LAG BOLTS .� A e h. , GOWIRELSJ`• INSTALL (4) LAG BOLTS WITH FLAT WASHERS TO SECURE THE DATA RACK TO THE � � ; �ir �.„:„4,- =g � .�. TIGARD MARK1rT PLACE 7,..44:..",;,,,,,,..:,:i...r.,.,...1„:7,,,,,,„,..,;•_=7...„..v-,:i......, ... ..- ,-, -, BACKBOARD s f 3 °A :DW, SW FACI�IC WY • ;n lax j _ • REMOVE THE (2) TEMPORARY SCREWS THAT HELD THE DATA RACK IN PLACE DURING THE 1µ `� � TiGARD, OR 97223 INSTALLATION PROCESS. k �- - SHEET TITLE • :tr % INSTALLATION OF PONER INSIDE THEDATA RACK: •� _ `::;. • a y+ • iyy �'�` y r .`$E'' .• - -'::,:', ...111-:'''4/'r A - i".k`u,; .. 9 Ito 7 .+,• THIS IS DEPENDENT ON LOCAL CODE, If LOCAL CODE DICTATES THAT IT CANNOT BE PLACED i ,y�_ '' . . -, .,..ra _. ,.. .-,. _..' j.k}�..,,- -0_. .. - , g'Y- �. St'.,..,ax^ "` ° p 11'; - :'',-. IN THE DATA RACK THEN ThE POWER SHOULD BE LOCATED NEARBY OUTSIDE THE DATA RACK 77 OR AT ANOTHER LOCATION WITHIN THE DATA RACK. ThE PREFERRED METHOD I5 INSIDE THE ~� - �4 DATA RACK AT THE DEPICTED LOCATION . � � x ! ,..a'•"' a4"— _ ... 5, �!' I x DATA RACK. _ • yyyy.. r.,,,," ,-.7. ` it 77.• • +�' - "•'+> {F �r$-;:tom'Y d :4c}� .M "'',: .. P j�,rsr r INSTALLATION .b -fix - ,1' 'V5 LI. • '"'iG3. �r-.' _,n per,' INSTALLATION OF THE1 — SMT CONDUIT r ,L • THIS IS THE PREFERRED BUT NOT MANDATORY AS SOME STATES MAY NOT ALLOW THIS PER . g� _ . " °� � ` '''IF7 �� I DICTATES A IT CANNOT BE DONE THEN FORGO THE HARD MOUNT OF THE :- . I. 7 :11. y . CODE. F CODE D CT TES TH T CONDUIT PIPESTOTHE RACKRUNNING FLEX CONDUIT FOR POWER THROUGH THE CLOSEST . ..p }. -: _. ' . .: ._ � . 4. n.J�f ',- '.... . .,, .....,,: :., '::+ .iirt . .mow ... .. :, Y _ l... .- .i :.. : .-•. .: -. .,. � ::. PIPE TO THE SIDE WHERE POWER IS MOUNTED INSIDE, RUNNiN THE PAIRED DNC ARLES4 ... . r'3 1..:;�; s�J" ;;- rt. - 'G ��..: k4 5.:,.. , •: . ,,}�L z�:� -., .--,^rcF Iv:.t�` �.', ., :ate. �,.... i.�-c.. 4.- TH H A PIPEANDTHEN THE LAST 2 PIPES WILL HOUSE ALL DATA CABLING. 4 • . _ v� ROUG NOTHER • s x ' L SCALE .:_,.....*-4,1.,,`^..:'. f Y ''-.4, ::• :,yrs :c.-° � �/H r§e, '` �� r{ �-'�.- r¢w ..f: •'''';., ,.7�= � '.: u _, :. tvA•-,}, yrii } 3 ..' d -� -. A'41- .:X` ��' r 17',2,4,..,,'" wxt> *. • I^M ! N .T.S. PAGE NUMBER EI APPENDIX VI DRD NETWORK RACK CONFIGURATION $ INSTALLATION DAY ROAD DESIGN, LLC RONALD L. KIEP NETWORK INFRASTRUCTURE DESIGN : MODEM I ROUTER -- CISCO ASA 5505 FIREWALL --- CISCO 2950 CATALYST SWITCH PATCH PANEL WITH LABELED PORTS -� LABELED DATA PORTS 9825 SW DAY ROAD ShERWOOD, OR 97140 ISP $ GO WIRELESS NETWORK TEAM IS RESPONSIBLE FOR MODEM / ROUTER, CISCO ASA 5505 FIREWALL AND WIRELESS ACCESS POINT DEPLOYMENT AND CONFIGURATION P: 503-320-09I5 F: 503-972- 1848 RonKief@comcast.net CONTRACTOR I5 RESPONSIBLE FOR INSTALLING THE PHYSICAL DEVICES, THEIR PLACEMENT IN THE CORRECT LOCATION A5 DEPICTED BELOW (PICTURE FOR REFERENCE IF NEEDED), AND PATCHING EACH DEVICE IN TO WORK PROPERLY ALONG WITH PLUGGING IT INTO POWER. CONTRACTOR WILL REACH OUT TO IT SUPPORT CONTACT DIRECTLY FOR ASSISTANCE DURING INSTALLATION AS WELL AS CONFIRMATION OF THE FINALIZED INSTALLATION ALONG WITH ITS CONNECTIVITY. STANDARD INSTALLATION (INSIDE THE NETYNORK RACK) ALL INSTALLATION MUST FOLLOW THE BELOW INSTRUCTIONS AND SPECIFICATIONS: Front and Back pictures of Network Rack and Cable management: LEGEND: I A. MODEM / ROUTER - MUST BE PLACED AT THE BOTTOM SHELF . . � IP r� 0 . .. .. .......kNi,„ AT THE LEFT SIDE OF THE UPS BACKUP BATTERY. "� , ` -I i. -' :" ` "If .` ""�" 1 � ... , .., _....., Ylq�� I �' • r �, . rte.. B. CISCO ASA 5 505 FIREY�A�LL - MUST BE PLACED ON TOP LEFT { �i - -- -' i EI iFi SIDE OF THE 3xLOGIC DVR � - _ . 0,- �. 11111 r — G. CISCO 2 q 50 CATALYST SNITCH - MUST BE INSTALLED AT n ' N. . ,r1“.•_ 4--` i U- 13 OF THE NETWORK RACK. ii, _. �. ■r ■■■� a r, �'".� � �' ,k , 34,8040," D. LINKSYS E q 00 1NIFI - THIS WILL BE REPLACED BY LAPN300 '. y 'I F ; WHICH IS A CEILING MOUNTED WAP AND IS A PoE (PORT 7 OF -� ( _ - -�- " - - . a '! - 1 - CISCO ASA FIREWALL). PLEASE SEE SECTION III (PAGE 7) FOR :. DETAII OF THE INSTALLATION . L. I. I, ry R:Tim: ---- *3 11MY ••r r - C ' -. ter^ Ni�j s,rriL � '.ir MIP R k ,4., - ' __7- -T '41 iiii............ �` .. ... E. TR1I•' LITE UPS - MUST BE PLACED AT THE RIGHT BOTTOM SHELF .� s "� t ,1 ...i . .,�. • ,,,_, ,„. OR THE NETWORK RACK. -' °•-. h _ „ .: .., ,....., k, brCita Iii. i — r i .:y 1 . 4, , .., ,,, ,/11' F. 3xLOG1G DVR - MUST BE PLACED AT U-5 AND U-G OF THE wk, - ' =-- .1.711."-: . PROJECT NETWORK RACK. - A , * _ iriii. I ,.- GO WIRELESS ore ice: plaitr. — 'r i r f- i . • ,,. -+ TIGAKD MARKT PLACE h ' . ��°' ,ii . _ 1. 4r' 13500 SW PACIFIC hWY :;. -_. ; v_._ —...Q n . ��- •-' ik TIGARD, OR 97223 - ,I,sif:' ..4 $ . „A, A.,. I I:1 \ : 1 • i �i . . . . . '+ ' �:.= .1 s . 6 SHEET TITLE itfi,,r1��.�yyS� it ''N.. a jl 'n u�.47 { . F ...7.':--- 3 '10..-... '' ,.. �Y, it ice . ��i”,. - - Z* - :moi: - ilk f Atimi (0:NM-Lam . ..*Mr DATA RACK - ' - INSTALLATION I I .., :„...,:, t. , r. -- ate. . .....1 . - 'Pt -, : a 'ter- ' •? — r . _, - ._ 1116 ..�. - ‘,.. . . "'. ' SCALE . r e 4 C �'". �' r s --.i-',_'?""��. ° ,�, r:�.vim fits y -,�, �� :f�. �+-`i;�;.�f'L.,�. .i1: - :. ... � , � - .= P : —130-7- _ -. _ ...,.. sem.. __ . N .T.S. PAGE NUMBER E2