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Specifications SEP -26 97 11:43 FROM:MILLER CONSULT. ENG. 503 -246 -1395 TO:503 579 0221 PAGE:02 lega,?7 ov 44.9 '` ,VT Y OF T►GAKD 1i2JUILb11y C P LAM REV 1 EVE! 9 7- 04n FAST S141q5 1152.5 S.W. P9>C1fr 1C PC't: 9-10C, F11 E AND 1_IF SAC £`�1( 1 S: SEE SLATS. Z 3 4 FOB WALL. "RACKS /0 X z,4. W D. S e E E RAeC CAP. = C (rS"2-)= ? /Z7,7e4C,C SEE SlfT. 5 roR 5TozA6E E.ACt MOT ^ .. z. s (40on _ A7 /Vle 40o (a.o ) + S) �Z= Z8�K "' F: . 2.$ " /1.1 \ .'T A DD CLAP e, TOP 2. x.l /i.4 W/ C >u� � 3 Z - x 3 " Wb SCg•EWS e.WALL \2.` # 10 X 1 " W S EoqCIG. ST,V VE 1"CE.•I A,g,C,D,E, SEE EIJCLOSE.D Y OF POKTLP t F .1E Cr....1 PT tv E •ES4C STA4IDAg,t4 PRO/e /$ INI, r ! / r f/ o tenon 0 r , Cr ( Y I1. 1 401 v0 7. 9570 sae Buhr WO. Project Name A S Y SI 6A) 5 Project 4 Suit. One Hundred / Roman°. OR 9�2t9 -Sat2 Location �j SZ S S ti.), / � 4 4 .D �4��� MILLER Client eOW/WE C /4G FkOPEZ?' S'Ck CON s III.* N C (503) 246 -1250 - 1 E N C I N ! ! N 5 Fes: 248.1395 BY /�., " /- iv// �,�C'd V k Date 9/z ( Page I Q P SEP-26 97 11: 44 FROM:MILLER CONSULT. ENG. 503-246-1395 TO:503 579 0221 PAGE: 03 ‘01:=FP' comerciao property sev,Ce bo3 579 0221 • P725-97 0301P P P.02 • . 02 A 4A J. MAIM i MAT INC WIRE GRID SPECIFICATIONS MATERIAL: 7 GAUG E WIRE . STEEL POWDER COATED BLACK WELDED AT JOINTS SIZE: 3' WIDE X 7' TALL 3" SQUARES WEIGHT: 15 LBS. ATTACHMENT: GENERAL CONTRACTORS DISCRETION • USING WALL MOUNT BRACKETS 3 4-1 PIIM11111111111111111111UP 1111M111111MIIIMENI 111111111111111111•1111111EMO •1111111111111111■111111111111 111.1111111111111MISMIN 111111•11111111011111•111 f p IIMMIIIIIIMI11110 11111111111111•MIIIIIM 1111011111111111111111111 • 11111111110•1111 smI•111111•11101. 11111111•111111111111MOR 11111•1110Momms • liMMINNUM 111.1011111•1111MINM rms01011111MMEMIN • caommENOR1111111•164 P528 LINE AVEilliF • ii I nt)GIANA 7110 • r;1 e•>,- s • •80()-42+;.:: ill • ..•.• mi 16 I -c 2 OP.'S SEP-26 97 11 44 FROM :MILLER CONSULT. ENS. 503-246-1395 TO: 503 579 0221 PAGE: 01..; jA ••••••• ml• • • • J. MINS A ASSOCIOMOR, WIRE GRID SPECIFICATIONS NIATLRIAL: GAUGE WIRE. STEEL POWDER COATED IFIL.NCK • WELDED AT JOIN sizt-, WIDE BY 6 TALL : SQUARES lb I BS. . II GENERAL CONTRACTOR DI■CRETION I 'SING W. I. NI(..)LIN I BRACKETS. 11111111111111111111/11111111.21 MMEMMOMMEMMEM7 MENEM 1111111 1 1 1=111•111111111111111111 1 1 1 111 1 11 1 1 1 11M1111111.11111.1111111MMOMMINME imp 11111111111111=11111111111111111111111111111111=11111111111 111111111 1 1 1• 111 11M 111 111 11 1111MMIff11111•11111111•1111111111•111 111 11111111111111 1 11aMilillEMIIIIMIIIIMINIMR111 1111 • 1111 . 111 MMIMMilliMEMIMMENIii IMO 111111 = 1 1 1 111 1 1 1 111111111111111111101110.1=11111111111111111111111 PIM •60•1111111,11111111 111111111111.1111111•iimmiamintams • • I,- • • ••'•;•■ : A. 7 .! ".j' • r ! M. I • '• • t.' • 6 ; .!q:. I -F. • • • OF SEP-26 97 11:44 FRom: mILLERCOMSULT. ENG. 503-246-1395 T0:503 vice 5 579 PAGE:05 3. P - 04 A s - 25 - 97 03;53P JA J. MAWS • AMIOCUMus, tow- GRID WALL mounT BRACKET SPECIFICATIONS MA - STEEL. POWDER COATED BLACK WELDED AT .1 S1Z1-• • 1 1:2" T 1. HY 2 112" Wlf* WITH 3/16 X 3 STEEL ATTACHMENT BAR WEIGHT: 10 OZ.. 02- • fl -( fl E. / g r A •••••• 4 10 >( 2- 'h• r.4.) • • , .v.1 NI 47. ;ti I ; ./i •It:JAN.S :1 • ."; I 0: F■67 • . !. .1 • 1 : ;. • I.-- z., • 4 o g" N.. r � k61 ' r._ )0-to U, d� �z c "--) - rub j vi..) •, „!!? NOTE:SECURE ;{ O { f • E SECURE CUBES 3,4,& 5• t ; . TO CUBES 1- 2 •G 6 G &:, WITH 1 1/4' SCREWS, STACKABLE CUBES ALL WHITE • 0 • • 0 ° 4,04 LL ) y X /./2, Y ///6 X2� LOgy. • • ° ° X 3 "WD , ek.Ew s e WALL C71 .. CUBE ° z -+ ��o x r" w�. scY w ; @ �� ©� ;. .. 52'D X 24 3 :'W X 41'H If F M toi.' IP 0 CUBE. 0 `� . • • 52'D D X 3 6' W x 51 .. CU 0 ... •.•• ... 52'DX24 ;W • r 4 1 . . X 35 ] /2'H • �; f ' ' CUBE li � . . CUBE 6 dl-, 52 DX243 L I' 52 X 36 x 51H • • z..i, X 25 1 /2'H s • N f CUBES 1 1 2 SIDES ARE ALIGNED WITH SPLINES • J � . ›, ' ' 16 PCS 1/2' CONDUIT .PIPE 102'- LONG • .= PASS CONDUIT THRU .TOP- HOLE Ae � ' A �°c`� • c7 . : • . • AND PLACE IN • COUNTER SUNK HOL a r .1 1- r;:•;; 'A .7:- E FRI A . . ATE;4 STORA • a t ' .. 4-------- — _. t SEP -26 97 11 : 44 FROr9: MILLER CONSULT. E�dG. 503 2 6 T0: 503 5 7 9 0221 PAGE: 07 • • ►+ 1:1_4,14-1_39:;, C T TECTS S03 6 aa 9552 P_el • CODE: Structural Specialty Code: 1998 Edition DATE: July 1 , 1996 REFERENCE: Section 2504 - Structural Specialty Code SUBJECT: Installation Standards for Suspended Ceiling System and Lighting Fixtures QUESTION: What standards does the Bureau use to review and Inspect suspended ceiling systems? What are the standards for permit application? When must existing ceilings be upgraded? RESPONSE: The Bureau of Buildings accepts suspended ceiling systems which are either engineered or which comply with the prescriptive design standard as detailed below. I. New Suspended Ceilings - Prescriptive Design The Bureau will accept suspended ceilings which comply with the following prescriptive design standards without an engineer or architect approved design. A. Permit Application The permit application for a suspended ceiling to be installed to this prescriptive standard shall include three copies of manufacturer's literature or ICBO Evaluation Reports identifying whether the suspension is light, intermediate, or heavy duty; provide a schedule of fixtures and other ceiling supported equipment and their weights; Identity all connection devices and their loading capabilities. C I T Y O F P O R T L A N D SEP -26 97 11:44 FROM:MILLER CONSULT. ENG. 503- 246 -1395 TO:503 579 0221 PAGE:08 SEP -22 -97 MON 13:23 PARTIN A MILL QRCNITECTS 503 640 asst p.e2 UBC/25 / #2 Installation for Suspended Ceiling Systems and Lighting Fixtures Page 2 of 13 July 1, 1998 B. General Suspended ceilings installed to this prescriptive design shall use either a 2 foot by 2 foot or a 2 foot by 4 foot standard grid. Ceilings Installed according to this prescriptive design shall not support partitions. C. General Installation Requirements - UBC Standard 28-2 . 1. HANGERS: Hangers are to be a minimum of No.12 gauge galvanized, soft annealed mild steel wire at 4 feet on center both ways unless calculations Justifying increased spacing are provided ? ?. Hangers shall be attached to ceiling suspension members and to supports above with a minimum of three turns. Hangers to be plumb or splayed and shall not press against pipes or ducts. Wires more than one In six out of plumb shall have countersioping wires added. A trapeze or equivalent shall be used where obstructions preclude direct attachment to the structure. Trapeze suspensions shall be minimum of back to back 1 -1/4 Inch cold rolled channels when spans exceed 48 Inches. 2. ATTACHMENT DEVICES: Hanger attachment devices to be capable of carrying five times the ceiling design load as shown by the manufacturer's literature or ICAO research report. 3. CARRYING CHANNELS AND MAIN RUNNERS: Carrying channels and main runners are to be level within 1/8 Inch In 12 feet and leveling is to be performed with hangers taut; kinks or bends are not to be used as a way of leveling. Wire loops shall be tightly formed to prevent any vertical movement. 4. LIGHTING FIXTURE INSTALLATION: Deflection from lighting fixture installation shall be limited to 1/360 times the span between hangers. If the fixture causes a deflection in excess of 1/360, the fixture shall be independently supported as indicated in Section D.5. A ceiling fixture installation shall not cause the runners to rotate more than two degrees from the vertical (this Is the equivalent of 1/32 Inch out of horizontal for a standard tee). 5. SUPPORT OF LIGHTING FIXTURES OR MECHANICAL EQUIPMENT: Only 'intermediate -duty' and 'heavy -duty' ceiling systems as defined by UBC Standard 25 -2 may be used to support lighting fixtures . and mechanical services. Fixtures and mechanical services in light -duty ceilings shall be independently supported. D. Lateral Bracing Requirements 1. WHERE REQUIRED: Lateral bracing shall be Included for all suspended ceilings. . C I T Y O F P O R T L A N D • SEP -26 97 11:45 FROM:MILLER CONSULT. ENG. 503 -246 -1395 TO:503 579 0221 PAGE:09 sEP - 22 - 97 MOM 13:29 PART I N EZ MILL ARCHITECTS 593 649 9582 P-03. • c UBC/25/r►2 installation for Suspended Ceiling Systems and Lighting Fixtures Page 3 of 13 July 1, 1996 EXCEPTIONS: Lateral bracing is not required: a. For ceiling areas of 144 square feet or less surrounded by walls which connect directly to the structure; or b. For ceilings with a maximum of 12 Inches between the grid and structural support. 2. HANGERS: Hangers shall conform to the requirements in part C of this document. In addition, all runners shall be independently supported at the perimeter within 8 inches of the wall or ceiling discontinuity; the wall angle or closure strip shall not be used for this purpose. 3. DIAGONAL BRACING WIRES AND VERTICAL STRUTS: Diagonal bracing wires are required within 6 feet of the wall and at 12 feet on center in each direction. Four No. 12 gauge wires shall be connected within 2 inches' of an Intersection of a main runner with a cross runner and splayed 90 degrees from each other at an angle not exceeding 46 degrees from the plane of the ceiling. A strut fastened to the main runner shall be extended to and fastened to the structural members supporting the roof or floor above. The strut shall be adequate to resist the vertical component induced by the wires. Based on the maximum spacing of 12 feet on- center in each direction, the following strut sizes and • corresponding maximum lengths may be used: Strut Size Maximum Length • 3/4" diameter conduit (EMT) 8' -6' • 1' diameter conduit (EMT) 10' -0" • Single 2 -1/2' x 20 gauge metal stud 11'•6' = 0.18 in') • Back -to -back 2 -1/2' x 20 gauge metal studs screwed together at 24' o.c. 15' -0' Lateral force bracing members shall be spaced a minimum of six inches from all horizontal piping or duct work that is not provided with bracing restraints for horizontal forces. Bracing wires shall be attached to the grid and to the structure in such a manner that they can support a design load of not less than 200 pounds or the actual design load, whichever Is greater, with a safety factor of 2. 4. PERIMETER MEMBERS: Members perpendicular to the wall shall be tied together (stabilized) to prevent their spreading. This shall be done Immediately adjacent and parallel to the wall. The wall or closure angle shall•not be used for this purpose, although to facilitate installation. C I T Y O F P O R T L A N D SEP -26 97 11:45 FROM:MILLER CONSULT. ENG. 503 -246 -1395 TO:503 579 0221 PAGE:10 muN 1.5:30 W O K I I N K HILL ARCHITECTS 303 640 9552 P . es • UBC/25 /#2 Installation for Suspended Ceiling Systems and Lighting Fixtures Page 4 of 13 July 1, 1996 runners may be attached to the closure angle at two adjacent walls with clearances between the wall and runner being maintained at the other two walls. 5: LIGHTING FIXTURES: Only °intermediate duty' and °heavy duty' ceiling systems as defined in USC Standard 25 -2 may be used for the support of lighting fixtures. Two slack wires are required for all fixtures. • All lighting fixtures shall be positively attached to the suspended ceiling systems. The attachment device shall have a capacity of 100 percent of the lighting fixture weight acting in any direction. When "Intermediate duty' systems are used, supplemental No. 12 gauge hangers shall be attached to the grid members within three Inches of each corner of each fixture. Tandem fixtures may utilize common wires. Where "heavy duty" systems are used, supplemental hangers are not required if 48 inch modular hanger pattern Is followed. When cross runners are used without supplemental hangers to support lighting fixtures, these cross runners must provide the same carrying capacity as the main runner. Lighting fixtures weighing less than 56 pounds shall have, In addition to the requirements outlined above, two No. 12 gauge hangers connected from the fixture housing to the structure above. These wires may be slack. Earthquake clips may be used to connect recessed light fixtures weighing less than 56 pounds to suspended grid ceilings only under the following conditions: a. The clips are UL listed (IEFT fixture fitting or IFFX fixture fitting In the UL electrical construction materials directory) or are approved by the Bureau; and, b. A minimum of four fasteners are used to connect each fixture to the ceiling system located within three inches of the grid Intersection. Lighting fixtures weighing 56 pounds or more shall be supported directly from the structure above by approved hangers. Bolts, screws or rivets may also be used in lieu of clips to connect fixtures to ceiling systems provided the grid members are not rotated or deflected more than allowed per part C.4 of this document. C I T Y O F P O R T L A N D SEP -26 97 11:45 FROM MILLER CONSULT. ENG. 3- 2-1395 T0:503 .17 X22 PAGE: 11 - -- 5 ©.• 46 ,`� . aA a 6 ess 2 P. es uBC/25 /#2 Installation for Suspended Ceiling Systems and Lighting Fixtures Page 5 of 13 July 1, 1996 6. MECHANICAL SERVICES: Ceiling mounted air terminals or services weighing less than 20 pounds shall be positively attached to the ceiling suspension main runners or to cross runners with the same carrying capacity as the main runners. Terminals or services weighing 20 pounds but not more than 56 pounds. in addition to the above, shall have two No.12 gauge hangers connected from the terminal or service to the ceiling system hangers or to the structure above. These wires may be slack. Terminals or services weighing more than 56 pounds shall be supported directly from the structure above by approved hangers. II. New Suspended Ceilings - Engineered Design A. General An 'engineered design' for a suspended ceiling shall be designed and certified by an architect or engineer, registered in the State of Oregon. The design shall comply with Part C and 0 of the Prescriptive Design provisions, above. Engineered systems may Include support of lighting, mechanical systems and/or partitions. B. Permit Application The permit application for a suspended ceiling to be installed according to an engineered design shall include three copies of certified drawings and specifications, and one copy of calculations, prepared by a an architect or engineer registered in the State of Oregon. The submittal shall show that the ceiling system's capacity to resist vertical loads and seismic loads In compliance with applicable code chapters and standards; shall identify whether the suspension is light, intermediate, or • heavy duty; and shall Identify all connection devices and their allowable capacities. The submittal shall include appropriate substantiating data, manufacturer's literature and ICBO Evaluation - Reports C. Additional Considerations PARTITIONS: Where the suspended ceiling system is required to provide lateral support for permanent or relocatable partitions, the connection of the partition to the ceiling system. the ceiling system members and their connections, and the lateral force bracing shall be designed to support the reaction force of the partition from prescnbed loads applied perpendicular to the face of the partition. These partition reaction forces shall be in addition to the lateral loads for the coiling and lighting fixtures. Partition connectors, the suspended ceiling system and the lateral force bracing shall all be engineered to suit the individual partition application and shall be shown or defined in the drawings or specifications. C I T Y . O F P O R T L A N.D SEP - 97 11:46 FROM:MILLER CONSULT. ENG. 503 -246 -1395 TO:503 579 0221 PAGE:12 SEP - 22 -97 MON 13:33 PARTTN a HILL ARCHITECTS 593 640 8582 P_26 • • • UBC/25/ #2 Installation for Suspended Ceiling Systems and Lighting Fixtures Page 6 of 13 July 1, 1996 ill. Upgrading of Existing Ceilings A. Ceilings without Seismic Bracing Where existing ceilings are without seismic bracing, the ceiling system shall be brought into substantial compliance with current code requirements (including compression struts at the center of the splayed • wires, attachment of slack wires to the structure, etc.) when a substantial amount (50% or more) of the ceiling tile is removed, altered or repaired as part of a general space alteration, or if all the ceiling is removed for washing, painting or replacement. B. Ceilings without Compression Struts Where existing ceilings have seismic bracing but do not have compression struts at the center of the splayed wires, attachment of slack wires to the structure, etc., these improvements will only be required when and where the grid is replaced, altered, raised or lowered. Exceptions: These upgrades are not required when: 1. Replacing or cleaning tiles or panels. 2. Removing portions of tiles or panels and/or grid to alter ductwork, sprinkler pipe, etc. 3. Lateral bracing and fixture attachment will not be required when only those portions of a ceiling are removed to facilitate the installation of sprinkler piping. Attachments: SK-1 Cross - section/lateral bracing for suspended ceiling SK -2 Three types of suspension systems a. Direct hung suspension system b. Indirect hung suspension system c. Furring bar suspension system SK -3 Directly supported fixture SK -4 Heavy duty system SK -5 Intermediate duty system Replaces Code Guide UBC 47/ #1 which replaced Policy & Procedure #'s D -36, D -37 & D -38. C I T Y O F P O R T L A N D SEP -26 97 11:47 FROM: MILLER CONSULT. ENG. 503 -246 -1395 TO:503 579 0221 PAGE:13 SEP -22 -g7 MON 13:37 PARTIN L HILL ARCHITECTS 503 649 9332 P.07 •1 . • UBC/25/#2 • installation Standards for Suspended Ceiling Systems and Lighting Fixtures • Page 7of13 July 1, 1996 • • cm CD = 1 l 'IRif 4 % . k .1. Ai th V lit I.1.1 CI i •/� II ! t E • ' 0 Q i le -- IN. i tr) g a 1 r . 0 0 g Ao DZ 19 •6 ti 1 4 1 1.L < i it 1 y al, z si • • • i r it i ' t. le . . h =_ VV , ...,..W izg 1 _ • '. . • 1 � ab 5C a Sgt `t' H!iI 1111 C I T Y O F P O R T L A N D SEP -26 97 11:47 FROri:MILLER CONSULT. ENG. 503 -246 -1395 T0:503 022 . ... .. ... ... .-.... ... w. n fiM1:N 1 TF(;TC �AaI fi4 N F 1 SS7 PAGE:14 P. AR •• • U B C /25 /#2 Installation for Suspended Ceiling Systems and Lighting Fixtures Page 8 of 13 July 1, 1996 Hanger Wire Acoustical Lay -In Panels 1 Wall Molding / Cross Runners Main Runners (Spanning Main Runners) (Direct Suspended) A) DIRECT HUNG SUSPENSION SYSTEM C I T Y OF. P O R T L A N D SEP -26 97 11:47 FROM:MILLER CONSULT. ENG. 503-246-1395 TO:503 579 0221 PAGE:15 gEP - 22 - 97 MON 13I40 PARTIN t MILL ARCHITECTS 903 640 8352 P.09 U B C/25/ #2 Installation for Suspended Ceiling Systems and Lighting Fixtures Page 9 of 13 July 1, 1996 Hanger Wire Support Clip for Main Runners A00 Wall Molding ' - '---dilkk.,:c4err' '''..- 7 , ,,, ,,, 0 .ji'Cr � ice \ C / iu Main Runners Cross Runners \ $ Acoustical Tile Carrying Channel Spline (spanning cross runners) S) INDIRECT HUNG SUSPENSION SYSTEM C I T Y O F P O R T L A N D SEP -26 97 11:47 FROM: CONSULT. ENG. 503- 246 -1595 TO,:503 579 02 PAGE: 16 J Cr-LL-7 , MUN 1 J : V 1 M M M I I N 6 M I L L HKLI"11 1 tL 1 5 'tl!1 �qN tl'Ji: N_ 1 N .. UBCJ2S / #2 Installation for Suspended Ceiling Systems and Lighting Fixtures . Page 10 of 13 July 1, 1996 • Hanger Wire Backing Board Support Clip for Furring Barg _ _• �e'� V Vi i .. 1�. (K W ital. -- ir101■ -- .CHI _.� e t`1 . - _. ��6 . .-,% %*".....,,. iiiii .., ., . 6,.- N.....„..„4411W—. 4 Hh r .. '. i _ , , . # ! r. '''----, Furring Bars or -"■' Carrying Channel • Nailing bars Acoustical Tile C) FURRING BAR SUSPENSION SYSTEM C I T Y 0 i" P O R T L A N D SEP -26 97 11:48 FROM:MILLER. CONSULT. grIG. 50 579 0221 PAGE:17 . . «. a .ioe oreo naa� P . 1 1 • • URC/25/ #2 Installation for Suspended Ceiling Systems and Lighting Fixtures Page 11 of 13 July 1, 1996 ##12 HANGER WIRES AT EACH CORNER OF FIXTURE SK -5 DIRECTLY SUJPOR1EAFIXTURE, LIGHT DUTY SYSTEMS AND FIXTURES 'OVER 56 POUNDS r-'41114. rF I °Ziu C ._� REQUIRED PERFUME 2 EACH END AS SHOWN OR 2 EACH SIDE AS SHOWN C I T Y • • O F P O R T L A N D SEP -26 97 11:48 FROM: MILLER CONSULT. ENG. 503 -246 -1395 TO:503 579 0221 PAGE: 18 .�. en�� �,�� . 12 U8C/25/1/2 `' Installation for Suspended Ceiling Systems and Ughting Fixtures Page 12 of 13 July 1, 1996 #12 HANGERS IC.4 HEAVY DUTY SYSTEM AT 4' o/c TYE {Axtures lees than 56 pounds} FIXTURES SUPPORTED #10 HANGERS I IN A POSrrIVE MANNER AT 5' o/c TYP. HANGERS AT 4' o!c TYR TWO SLACK WIRES REQUIRED r te. " _i CROSS RUNNERS w , k AT ok 1 P • . cu r.• POSITIVE CONNECTORS MAIN RUNNERS 4 REQUIRED PER FIXTURE AT 4' o% TYR 2 EACH END AS SHOWN OR` 2 CH SIDEASSHOWN C I T Y O F P O R T L A N D SEI -db 97 11:48 FROM: CONSUL ENG. 503 -2 5- 1395 TO:503 579 02 PAGE :19 ... �. .. •" .,/s� n t �tl6 hd tl P - 13 ■ * UBC /25/ #2 Installation for Suspended Ceiling Systems and Lighting Fixtures Page 13 of 13 July 1, 1996 #12 HANGERS AT 4' o/c 44si 1 AND WITHIN 3' OF FIXTURE CORNERS � I ¢K•5 INTERMEDIATE-DUTY SYSTEM (fbcwres tees than 5e pound o) FIXTURES SUPPORTED INA TWO SLACK WIRES REQUIRED 1 114111111111111010 10- . 141 DI.- rt e, , q CRASS RUNNERS N oloo. op .. '' w �� Vic: ' AT2' o/c 1 ?MIME CONNECTORS MAIN RUNNERS 4 REQUIRED PER FIXTURE AT 4' de TYf' ` • 2 EACH END ASS110WNOtt` 2 SIDE ASSNOWN • C I T Y • O F P O R T L A N D A • 9/29/97 Name: Fast Signs - 11525 SW Pacific Hwy, Tigard, OR Form 5a Interior Lighting Interior (a) (b) (c) (d) (e) (f) (g) Lighting Occu- Floor Max Lighting Power pancy Area Power Power Budget Group Space Type' (ft Allow. Budget (W /ft ((c -d) x e) + f ° List all lighted If area under 1,000 ft. floor area. enter area in (c) this row 0 2.0 0 Exclude exempt Office If area between 1,000 and nrens and areas 6,000 ft. enter area in (c) this row 1,000 1.6 2,000 of stairways, If area over 6,000 ft shafts, telephone enter area in (c) this row 6,000 1.2 10,000 rooms, etc. If area under 2,000 ft. enter area in (c) this row 1869 0 4.0 0 7,476 M Retail If area between 2,000 and 6,000 ft. enter area in (c) this row 2,000 3.0 8,000 0 If area over 6,000 ft enter area in (c) this row 6,000 2.3 20,000 cxe 1. Total Interior Lighting Power Budget (W). Add amounts in column (g) 7,476 Adjusted 12. Sum the Page Total(s) from Form 5c 1 3,780 Interior Lighting 13. Total lineal feet of track lighting I 14 Power 14. Multiply line 3 by 50 1 700 I b ffyou have daylighting or 15. Total Interior Lighting Power. Add line 2 and line 4 1 4,480 I lumen mainte- nance controls, 16. Total Control Credit from Worksheet 5a" I 0 I use Worksheet Sa to calculate 17. Total Adjusted Light Power (W). Subtract line 6 from line 5 1 4,480 the controls. 1 8. Does design meet the budget? Enter "Y" if line 7 is less than line 1, otherwise redesign. I Yes I Commercial Property Services, Inc. 12454 SW 114th Terrace Tigard, OR 97223 (503) 579 -0148 Fax (503) 579 -0221 Page 1 of Pages 3 lighting • h' Name: Fast Signs - 11525 SW Pacific Hwy, Tigard, OR Form 5b Lighting Schedule (a) (b) (c) (d) (e) (t) Lamp Ballast Tab Lum. Fixture Luminaire 5b ID Description No. Description No. Description Power "x" • Commercial Property Services, Inc. 12454 SW 114th Terrace Tigard, OR 97223 (503) 579 -0148 Fax (503) 579 -0221 Page 2 of Pages 3 lighting Name: Fast Signs - 11525 SW Pacific Hwy, Tigard, OR Form 5c Interior Lighting Power (a) (b) (c) (d) (e) ( Lighting Room or Room or Plans Luminaire Quantity of Luminaire Power Sheet No. Description ID Luminaires Power (d) x (e) Troffers 27 140 3,780 0 0 0 0 0 0 0 0 0 0 Page Total. Sum the amount in column (f) 3,780 Commercial Property Services, Inc. 12454 SW 114th Terrace Tigard, OR 97223 (503) 579 -0148 Fax (503) 579 -0221 Page 3 of Pages 3 lighting FAST SIGNS 9/27/97 ADA Worksheet Tenant Improvements $ 22,917.00 ADA Requirements 25% $ 5,729.25 ADA Restroom $ 2,850.00 Door Hardware $ 400.00 Check -out Counter $ 2,500.00 $ 5,750.00 Total $ (20.75) ADA Worksheet