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Plans (6) BU P2018 - 00282 Interior ImprovementsE 4,0D A% . ID A. BISSETT t4 :2,0:8D + 2`23 OC � '' � /`• • s +RECON BEGIN RIGHT EMPLOYMENT SERVICE CITYD �UILDION �?'� 0��R ofOFFICE DURHAM SQUARE .... BUILDING Ih V E CITY OF TIG�I.RD r` a REVIEWED FOR CODE COMPLTANCE W Approved:--/N)] ! H" 0 OTC: i ] GIC AN 1q r �1 V U Permit pi/pan) -A' C7c� a 1 co U .A7520 SW DURHAM Rd ■ Address: 7S .s.,,,.s.,,, nur h c,.1.,\c,.1.,\ 44 Xm W -� p State#: U By: ii Date: ; ❑ TIGARD , OREGON 97224 _ , _. _, _. . ._ L_ > c Q . � Q ❑ a . MATERIALS CODE RELATED INFORMATION VICINITY MAP INDEX OF SHEETS0 L Building Code Information NO DESCRIPTION Oregon Structural Specialty Code, and IBC 2014 Edition € .--: WOOD FRAMING Gonstructian type: Type V, s rinklered S�Rey E y GS COVER SHEET EARTH yp yp f THROUGH MEMBER ) �9St Building Height: I story N N ;am; TI-I FIRE LIFE SAFETY , SW Satter St r TI-2 FLOOR PLAN, REFLECTED CEILING PLAN H SAND / MORTAR WOOD BLOCKING Building Occupancy: BSILDlLn m ELEC. / DATA / POWER 0 PLASTER ( INTERRUPTED MEMBER ) _ n � TI-5 DETAILS L{-) SW 8 rlawer St Building Area (gross): t s m Vf T g' CONCRETE PLYWOOD 7,024 scl.ft. t F ` i SW Hamlet Sr 1....-.1 TAX MAP: WASH. Co. TAX MAP 25115BA00 TAX LOT 100 "�' S'f BRICK / VENEER G.M.U. ACOUSTIC TILE / BOARD /' SITE DEVELOPMENT REVIEW (SDR) SDR 2016-0001 SWBand St an ay ADJUSTMENT (ADJ) ADJ 2016-00122 ADJ 2011-00004SW Alder St a >, CONCRETE MASONRY GYPSUM BOARD ZONING: I/P INDUSTRIAL PARK DISTRICT u Phd.''Ra y�h, {� � UNIT a /' Tig,rd High SchoolCg A. 11 1 METAL \0)000000 BATT INSULATION a O t f FINISH WOOD RIGID INSULATION m no,• g a ,gym Cay: II • I I N -,. .._park - c, SITE LOCATION ., . . ,,,,,,, if > < 1--- Dur am O i 11-U ) I y� Lil c) CZ iy �A� SN GENERAL NOTES i � , L ate" Ln I. DEFERRED SUBMITTALS SHALL BE . D D/ > B/ SUBMITTED TO THE ARCHITECT FOR REVIEW PER 0550 106 3.4.2. j 11 LH > H 0 DEFERRED SUBMITTALS (BIDDER DES IGN) O MEGH./ELEG./H\/AG/FIRE-SPR Y NKLER a I inH SYMBOLS BUILDING LOCATION PROJECT TEAM — n CZ DETAIL NUMBER NUMBER SHEET WHERE DETAIL 15 DRAWN ARCHITECT: d DOOR DAVID B I SSETT ARCHITECT, PG 0 A4 1 Ocf 40 SIA BARNES RD., #101 III DETAIL 0 1 / , . 11 t ft �ORTLA\11), OR GE-7225 2 <E-Y*ED OT (505) 541 -4445 SECTION NUMBER �- 0 J 1.>AV I DB@ DBAARGH.GO`/f BEGIN RIGHTA4 (4) LETTER FOR WINDOW SHEET WHERE DETAIL IS DRAWN EMPLOYMENT S E I: ICE a 54/4-111:4 OWNER Revisions '`` BECK I N RI CHT EMPLOY"f ENT SECTIO \ \ �O�' 3,496 sq.ft. THIS P R IT #V5708ndA GI/20/18 DETAIL_ NUMBER NE 12 Ave. i , - ## PORTLAND, OR c1-7750 al - - A4 —SH ET WH RE SECTIONUi ,S (503) 254-5°15g REVISION NUMBER 46- :• GENERAL CONTRACTOR l — - AREA TO BE DETAILED 1' 1 PORTLAND INDUSTRIAL SERVICES Inc. OR ENLARGED / 4 , ITIS \E 2151 Ave. DETAIL - FNLARC�L.D SLA \ REV I S I O \ - PORTER\1D, OR c17211 / 505 208-5&40 Drawn By Checked By ELEVATION LETTER ELEVATION NUMBER I f. - -. JASON BOZARTH - (505) 504-�JO�S TA DB Arg N A. A400/138 Al SHEET WHERE ELEVATION I5 '. Project Number ‘re INTERIOR ELEVATION KEY / SHEET WHERE ELEVATION IS DRAWN DRAWN a', Issue Date l + 5/15/18 I \TER 1 OR ELEVAT O\l ELEVAT I Ole TACE i _."' • Drawing File Name • D51-BRE x ' 40 202 B Sheet Number _ CI`r'y of i LARD Approved by R00 \/ I\UMV� 1_L TYFPlanning Date: l0-iia-Ig LOCATION OF DETAIL 01` SHEET WHERE IT IS DRAWN I DOA A \ O T1 TL T Initials: (C G 5 1 s 1 , -_-_-_ .--. A 2 . 1 sc AL F- I, 8' 12' 16'Imilm61 CS i i -- 100 i0 i i O' 25' 50' 100' 4 IAV \C TITLE ridli6 PERMIT SET DBAPc © Copyright 2015 OD AR% ewly ID A. BISSE T 0 f 2;23 r 400! Ale, /.• fi /•' • 0;00trREGON 41;:t p4OF0 L— V E wO. 0 (1) ti o o EGRESS PLAN NOTES EXIT U SGHARSE CO H _o E U MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT k I E, • e I� ,,_ ---) 0 Q i ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS �, C11 / ♦ '> DO OCCUPIED. ��` f// 1//fes/////y/////y/// ///// /79,/ 4 / r -� ` / I v > 0 'N\PATH OF EGRESS ILLUMINATION - MEANS OF EGRESS ILLUMINATION SHALL NOT �� / - \/VA / - \// I m < Ce ° < BE LESS THAN 1 FOOT-CANDLE (11 LUX) AT THE FLOOR LEVEL. THE POWER �� / J J �� /\ /\ I Q SUPPLY FOR THE MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE 4 `��� ® �� / CI / \\ 1 // \ 4x PROVIDED BY THE PREMISES ELECTRICAL SUPPLY. IN THE EVENT OF A POWER o I FAILURE, THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A / ` \ / DURATION OF NOT LESS THEAN 90 MINUTES ANS SHALL CONSIST OF STORAGE AI ' / _ \ 1 / \ . cp 7,- BATTERIES, UNIT EQUIPMENT, OR AN ON SITE GENERATOR. THE INSTALLATION �,� _ N - - N '� OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH 2014 r,, 1 E 1 0 1 ci4 �� ,. 1- O.S.S.C. SECTION 2702, PER 2014 O.S.S.C. SECTION 1006 / L—J �A li C— e y �% e N) EGRESS SUMMARY G ,/ i ; �; 1. COMMON PATH OF EGRESS TRAVEL (SECTION 1014.3, EXCEPTION 1.) G / % �i FUTURE LEASE SPACE / 0 THE LENGTH OF A COMMON PATH OF EGRESS TRAVEL IN OCCUPANCY - ' / o N.I.G. GROUPS B, F, AND S, SHALL NOT BE MORE THEN 100 FEET, PROVIDED THAT / - THE BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER f - " IA / SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 ,�///fes//f/�Y///� ,,�e� ��� / COMPLIANCE: MAXIMUM PATH OF EGRESS TRAVEL - 78 FEET / `jil`� / 2. TRAVEL DISTANCE LIMITATIONS, (SECTION 1016.1) 0 �� �U EXITS SHALL BE SO LOCATED ON EACH STORY SUCH THAT THE MAXIMUM -. / :.•r V� \J LENGTH OF EXIT ACCESS TRAVEL, MEASURED FROM THE MOST REMOTE 1 — POINT WITHIN A STORY TO THE ENTRANCE TO AN EXIT ALONG THE NATURAL r / .�' — AND UNOBSTRUCTED PATH OF EGRESS TRAVEL, SHALL NOT EXCEED 0 / <1 �/ �-- �- 300 FEET. (SEE TABLE 1016.1) II // , / 1 1 n, . COMPLIANCE: MAXIMUM TRAVEL DISTANCE - 78 FEET IAS (1w .� (�� 4 t 3. EXIT OR EXIT ACCESS DOORWAYS REQUIRED (SECTION 1015.1) � = N TWO EXITS OR EXIT ACCESS DOORWAYS FROM ANY SPACE SHALL BE ,, �! PROVIDED THE OCCUPANT LOAD OF THE SPACE EXCEEDS 50, /I , V (SEE TABLE 1015.1) �j� • (�\ `!` t' COMPLIANCE: EXIT DOORS REQUIRED 1 i o it , o t-- I { V COMPLIANCE: EXIT DOORS PROVIDED - 2 EXIT DISCHARGE' S 4. TWO EXITS OR EXIT ACCESS DOORWAYS. (SECTION 1015.2.1, EXCEPTION 2) I \ 0 c_ O WHERE A BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2, _ 0 n THE SEPERATION DISTANCE OF THE EXIT DOORS OR EXIT ACCESS Z 0 DOORWAYS SHALL NOT BE LESS THEN ONE-THIRD OF THE LENGTH OF THEE MAXIMUM OVERALL DIMENSION DIMENSION OF THE AREA SERVED. ' n U 1 fy COMPLIANCE: MAXIMUM SEPARATION REQUIRED - N/A '� U , , n ' I COMPLIANCE: MAXIMUM SEPARATION PROVIDED - N/A -G RE `-' `-' FLA\ , E0 i , 0 Fl- I /vII _ i-0 3I O 4-' s' C 0 `_N F- 111.11. V 1 c) ) _C in Lil a) OD ) ( Z.o„ NOTE: SINK CABINET OPTION PER 1-7" ,� TENANT ttL GEN. CONTRACTOR. MAX REFER TO FLOOR PLAN FOR SPECIFIC A RESTROOM LAYOUT REQUIREMENTS - SEAT COVER 42" G.B., BACK WALLP.T.D. S.N.D, MIRROR THIS DRAWING FOR ADA GORE ONLY. Revisions G.B. 52" x 12" b� /20/18 12" MIN. MIN. MAX. MI COIN INSULATE HASTE MAx"� 42" GB., SIDE WALL. \ AND HOT WATER I C 3 r i ��, - — PLUMBING '� ']----T.F.D. Q ti r q l zif 30' MAX. L a w Z z JJ] Z Q/0 ¢ r it\..... rJI - Z o o r H / O / / / \ \ \ \ \ ACCESSIBLE TOILET STALL / 18" t ACCESSIBLE ACCESSORIES ,Er ACCESSIBLE SINK / T \ AR AA RI STI BOOM' Drawn Hy Checked By TA DB Project Number Q 5/& 11 11_0 I I Issue Date 5/15/18 Drawing File Name D5_I BRE Sheet Number PERMIT SET DBAPc © Copyright 2016 KEY NOTES : AR* 71`-0" a RIGID INSULATION ON ROOF '• ID A. BISSETT 0 ` 46'-3" 24'-q" / , 2.23 i ►) 10'-0" / 5'-4" / 10'-4" ), 121-4" / 8i " © EXPOSED ROOF , ; .7.. ROUGH-IN OPENING FRAMING ONLY FOR FUTURE DOOR ��+R • Y 'R£GON '' EXISTING ELEC. A © (S'Wxl2'H) CENTER OF DEMISING WALL �O PANEL 4 •• �4 OF 014 �Z I\\ /A rj \ / �r n) —r I m HALLWAY 112 • O r—ri t 11 t �( EXISTING DOOR El I I 1 F 4 _ I / ALT. PRICE FOR FRAMELESS BUTT JOINT INTERIOR 0 :..L 0 0 o b o o \\ // r I \ GONF. RIA. 0 D I III - In r T �� \ // © TEMPERED GLASS RECITES 4 DOOR - THESE WALLS I / \ I to r _ I I- - \ / V_ _ _N / I - EEx �� ---�— L ._ _i=. / I ONLY. V I \/ \/ I cV _i 108 IOC `110 _ 1 — \/ I O / \ / O BREAK RM. ®_ _ _ / W \ 1 / \ I IOC o„ / \ I r n00 0 0 0 0 — \ I / STORAGE - I _ / v ! U O \ / \ a VIDEO A ADAR. - _ID& ® 11 �- _ N - - - LIGHTING 1 POWER LEGEND: 1 �� m L_ - 1 1 r � � O 03 W tri D D DA R.R. kJ_ STORAGE - / o -0 o o o 0 0 0 0 OFFICE N 102 +- _ 112 - / pi,. SMOKE DETECTOR Q � I' . 106 VIDEO RM. OFFlGE - �i _ b DATA _C 104 103 �� 106 • MY 0- 0 e - / N PHONE f 0I' c O O / O! - o 0 0 0 `;� ®� EXHAUSt:ESSEDLlHIFlXTh > V j 104 - WALL x2) 0- : /, / TURE/ \ i / / � __�R _ O o LIGHT FIXTURE 10'-0" 10'-O" ,10 - _ O 1x8 LIGHT FIXTURECI -' 1- 2 -O ± o- 0 o g o: a o o. - - e - / NATE: WHITE OUTLETS d SNITCHES (DEGORA1n O O © _ I , / ` REGE oTION/\ (SERVICE) ; B = WALL LEGEND O D i OPEN AREA O - _ 101 T /. o " o n o oxo 7 _ 12'---0" FULL HEIGHT WALL O O� - _ / j 1 1 1 1 1 1 1 1 1 1 k DEMISING WALL - FULL HEIGHT C- L I •_ - u 1.� _ ,_.. 1:1 ---._. _ ` 4 • 1 -� I . sr sl o I 1_1- 11-1-4.--1_\ I . n 3— ,--5 rl , Lr �;r—��: l IWALL TYPES ' A i I QEXISTING BUILDING SHELL EXTERIOR WALL - TYP. 1 SEE BUILDING SHELL DRAWINGS v ONEW PARTITION g DEMISING - FULL HEIGHT - Ihr. UL DES U456 - SEE DETAIL B/TI-2 c.-- 480, NEW PARTITION - FULL HEIGHT - . ,c D _ _ I I NON-RATED 2x6 STUDS ( MTC. or WOOD) ® 24" O.G. L] J TO C , '� I \E ii G TE L G E J� \ A\ • r-,-2 ~ 1..OO R L A \ I W/ g" GYP. BD. EA. SIDE: FINISH TEXTURES 4 PAINT =! 1L N 4 COLOR BY TENANT 4 GENERAL CONTRACTOR. z �, - • (-N\I . I 7,511 = 11-011 1-011 O' 2' 4' s' 7_ QQ I I I I Q' 2' 4' 8' �tJ �0 VIIIIMI NEW PARTITION - FULL HEIGHT TO CEILING GRID - ONON-RATED 2x6 STUDS ( MTL. or WOOD) @ 24" O.G. < IC W/ R" GYP. BD. EA. SIDE. FINISH TEXTURES 4 PAINT 1(� E 1 i COLOR BY TENANT 4 GENERAL CONTRACTOR. I = F)I C/ O DOOR & RELITE NOTES : O n � C � HARDWARE TYPES - O , {' cI ALL DOOR HARDWARE TO BE ADA LEVER HANDLE, _i � V ! COMMERCIAL GRADE G or D MIN. STYLE. FINISH 4 LOCKSET LOCATIONS BY TENANT, GENERAL ln N I SH SGN�L-' I CONTRACTOR 4 HARDWARE SUPPLIER. f ` E N V WALLS CEILING RELITE TYPES - c C 1-! ) I- (----___ NORTH SOUTH EAST WEST ALL INTERIOR RELITES TO BE TIMELY FRAMES (SQUARE EDGE) L. I' - i- cp ET r $ - NO. ROOM FLOOR BASE MAT'L. FIN. MAT'L. FIN. MAT'L. FIN. MAT'L• FIN. MAT'L. FIN. HT. or EQUAL, CLEAR TEMPERED SAFETY GLAZING 4 SIZES AS D SHOWN ON FLOOR PLA EA. LOCATION. - ALIGN RELITE HEAD D/ D . 100 RECEPTION T-I 4"-RB S.F. P 6B/6LAZ P GLAZ. P GLAZ. P L-IN 12'-0" W/ DOOR @ 8'-0" A.F.F. TYP. 5D ' $ 101 OPEN AREA GPT. 4"-RB S.F. P 6B/6LAZ P GB P GLAZ. P L-IN 12'-0" - OPTION FOR STOREFRONT FRAMED RELITES 8'-0" HIGH I FINISH TO MATCH CLEAR ANODIZED MILL FINISH STORE FRONT/ I $ U I $ ��� 102 REST ROOM T-I 4"-RB GB P GB P 55 P GB P VY/L-IN 12'-0" r j ./ ® 103OFFICEGPT. 4"-RB 6B/6LAZ PGBPGBPGBPL-IN12'-0" NOTE: WINDOW BLINDS BY OWNER - NIC \J0. 0104 VIDEO ROOM T-I 4"-RB 6B/6LAZ P GB P GB P GB P L-IN 12'-O" "'($$ (.1 I 105 TESTING ROOM GPT. 4"-RB GB P GB P GRIP LAM P 65/6LAZ P L-IN 12'-0' FINISH MATERPALS: 1 tl_Ej OGFI IFO T 1. 106 OFFICE GPT. 4"-RB GB P GB P 613/GLAZ P GB/6LAZ P L-IN 12'-0" 1') A Oa= �� °jj 107 CONFERENCE ROOM GPT. 4"-RB GB P GB P 68/6LAZ P GB/6LAZ P L-IN 12'-0" GPT. CARPET - SPEAK EASY SOFT APPROACH 11 105 STORAGE 4 VIDEO T-I 4"-RB GB F GB P GB P GB P L-IN 12'-0" GB GYPSUM WALLBOARD ! _ _ _ _ RB RUBBER BASE -- ROPPE 700 COVE BASE 4" IOq BREAK ROOM T-I 4"-RB 65/P-LAM P GB/GLAZ P GB P GB P L-IN 12'-0" NUTMEG OF _ 110 REST ROOM T-I 4"-RB GB P GB P GB P GB P VY/L-IN 12'-0" -F-LAM PLASTIC LAMINATE - GR7054 -60 W 1 LD CHERRY ��� � I $ Q� III HALL GPT. 4"-RB GB _ P GB P GB P GB P L-IN I2'-O" VY/L-IN VINYL LAY-IN ACOUSTIC TILE - Revisions " Ip 112 STORAGE GONG. N/A GB P GB P GB P GB P OPEN 16'-0" BY GENERAL CONTRACTOR n Q/20/18 K1r O ODI L-IN LAY-IN ACOUSTIC TILE - 2'x4' ARMSTRONG O H SECOND LOOK TEGULAR CEILING TILE W/ 2'x2' 0 SCORE REVEAL • PER GENERAL CONTRACTOR ��� '� 6LAZ. GLAZING -- CLEAR TEMP. SAFETY GLASS 1 14 o o DOOR SCHEDULE K1 SUPPLIER - .1 "r 1 NO. SIZE DOOR FRAME NOTES/LOCATION MAT'L. MATERIAL - AS GALLED OUT or BY GENERAL - _;I I WIDTH HEIGHT _TYPE THICK. _GORE frATL FIN GL RATING MAT'L FIN I DETAIL RATING CONTRACTOR $ SUPPLIER B GYP BD + � 101 3'-0" 81-0" fl 102 3'-O8'-O" 13/4 - - BY DOOR SUPPLIER 4 TENENT- BY SUPPLIER OPEN AREA 3/4 REST ROOM - SELF CLOSER FINISH FINISH - AS GALLED OUT or BY GENERAL 6" METAL/WOOD STUDS 24" OG ACOUSTICAL ENSUE - CONTRACTOR SUPPLIER " 1 PD_ = 103 3 GYP BD - g" TYPE 'X' EA. SID '-D" 8'-O" 13/4 OFFICE FIRE TAPE 4 CALK - TPP. SF STORE FRONT -EXISTING BLDG. SHELL P PAINT - ONE COLOR THROUGHTOUT - OWNER $ b � 104 3 -O" 8'-O" 13/4 VIDEO ROOM - .:t• J 105 3'-O" 8'-O" 13/4 TESTING ROOM GENTILE - T-I FLOOR TILEERAL GOR EK PLUS CONTRACTORICOLOR SPEC. Drawn By Checked By IT iF * r $6C. I VY 0 - �_ s____: r ;4 106 3'-0" 8'-0" - 13/4 OFFICE RIVER SLATE Project 4 Number1. DB LI_ �� II TILE - T-2 BACK SPLASH TILE - SUR 5cf57 DESIGNER 107 3 O 8 O 13/4 CONFERENCE ROOM GLASS SLATE MIX ICS 3'-0" 8'-O" 1 3/4 STORAGE 4 VIDEO MOSAIC 12x12 SHEET Issue Dote I I HOUR FR GONSTR: loq S'-O" 8'-0" 13/4 BREAK ROOM NOTE: RESTROOMS 4 BREAKROOM ONLY. 5/15/I8 v J UL DES U455 110 3'-0" 8'-0" 1 3/4 REST ROOM - SELF CLOSER Drawing File Name 7 1/4" ,1, 175_1 BRE III 3'-0" 8'-0" i 3/4 HALL - SECURE DOOR W/ KEYPAD ACCESS TPANIC HARDWARE FOR EGRESS ONLY A RT I I O\ Y f)------ \/ 151 \ 6 112 3'-0" 8'-0" 1 3/4 . STORAGSELF E CLOSER Sheet Number E L._E G ./D A I A/'0 A.---R I B 11/2"=1'_0" All: � 78) 1i 1i 11-0 11 O` 2 41 S Ilieli — 2 PERMIT SET DBAPc © Copyright 2016 • Figure 2 Lateral-Force Bracing (Figures2and3) GENERAL NOTES: D 12/17 Lateral-Force Bracing Ceilings constructed of screw-or nail-attached sum board on t. `{0' NWCB Technical Document g gypsum to A. elssl one level that are surrounded by and connected to walls or soffits that I. #8 x I " SCREWS TO ATTACH TO WOOD ROOF DECK WHERE 2'23 I. SUSPENDED CEtLtNGS Suspension Systems for Acoustical Lay-in Ceilings or*is ,, are laterally braced to the structure above are exempt from seismic p y y g i design requirements. source:ASCE7•issecrion13.5.6,ASTME58assdricn17 NOTED ON DETAIL FOR ATTACHMENT THIS BUILDING. , , • .. 401 Seismic Design Categories D, !` & F - • Ceilingareas of 1000 ft2 or less shall be exempt from lateral-force ' left •• •REGON . .7 12 gauge �f splayed bracing requirements. Source-ASTM E580 Section 1.6 A �O d5' to s5 )46' rlara bra° �/►y1 O14 wires • Lateral-force bracing is the use of vertical struts (compression ��/ OF This document has been revised based on current Building Code standards. In all buildings, other than structures classified posts) and splay wires(see Figure 2). as essential facilities, suspended ceilings installed in accordance with the prescriptive provisions of this document are Crosstae Main beam • Lateral-force bracing shall be 12 ft on center(maximum) and begin SECURE TO HANDLE APPLIED LOADS SEI= deemed to comply with the current building code interpretation. no farther than 6 ft from walls. Source ASTM E580Section 52.8.2SCHEDULES FOR APPOVED ATTACHMENT DEVICES. METAL STUD TABLE - MAX WALL HEIGHT L/240 This document provides the IBC-2015 referenced standards for the installation of suspension systems for acoustical lay-in Figure 3 • Seismic splay wires are to be four 12-gauge wires attached to 4" x 5" SCREWS ATTACHED TO WOOD ROOF DECK STUD SIZE GAGE STUD DESIGNATION SPACING MAX WALL HEIGHT l ' ceilings. Incorporation of this document will provide a more uniform standard for installation and inspection.This document is Maximum Recommended Lengths for the main beam. Wires are arrayed 90°from each other and at an AT EA. BRACE COMPOSITE SECTION NON-COMPOSITE SECTIONIT V designed to accomplish the intent of the International Building Code(IBC)with regard to the requirements for seismic design Vertical Struts angle not exceeding 45°from the plane of the ceiling. source:ASTM 2 1/2" 25 200 S 125--18 16" 14'-4" 12'-6" 1- a O category D, E and F for suspended ceilings and related items. Unless supported by engineering, the suspension system shall be �� +�� r' UNDERSIDE OF STRUCTURE 24" 13'-5„ 10' 10" Ili U E580Section5.2.8.2 20 200 S 125-33 16'-5 15'-6" installed per these requirements and those of the referenced documents. Manufacturers'recommendations should be followed EMT c.C`:(�'l , -- 16" where applicable. • Seismic splay wires shall be attached to the grid and to the (� ;` LATERAL WALL BRACING 4 FEET 24" 14'-9" 13'-6" r n I' U 16"EMT conduit up to 5'10" structure in such a manner that they can supporta minimum i �/ O.G., ALTERNATE DIRECTIONS TO 6" 25 600 S 125-18 16" 19'-9" - �+ "EMT conduit up to 7'8" design load of 200 lb or the actual design load, with a safety factor , STRUCTURE WHEN REQ'D. 24" 16'-9" - U U 20 600 S 125-3324'-6" 23 - 11 • of 2 whichever isgreater(Figure 6b . Source.'CISGAzones 3-4 `w'- `SOUND BATT 4 FEET 16" U - 1"EMT conduit up to 9'9" ( g ) t I I i„ tri I , \//, , 24" 21'-7" 20'-10" W �1 • Power-actuated fasteners in concrete or steel shall not be used for EACH SIDE OF PARTITION CO � -�` METAL STUD.c: tension loads or for brace applications in Seismic Design VALUES LISTED ARE BASED ON STEEL STUD MANUFACTURERS' ASSOCIATION U ice _-- / PP Categories D or F unless approved for seismic loading. Power- SUSPENDED CEILING SYSTEM U y g pp g. (SSMA) TABLES FOR NON-STRUCTURAL COMPOSITE AND NON-COMPOSITE SECTION - 1/ single 1% metal stud(2D-gauge} up to 12'0" ---N-.— IN INTERIOR APPLICATIONS (5 PSF) WITH DEFLECTION LIMIT OF L 240. ci atteer ����"� � actuated fasteners in masonry are not permitted unless approved �0 NEOPRENE FOAM TAPE CONT. / Back-to-back 1%" up to 150" for seismic loading. aaa'E BETWEEN BLOCKS 1, VALUES FOR COMPOSITE SECTION REQUIRES MINIMUM 1 2 INCH THICK. GYPSUM ' U , 444�4 . • _ ge� _ _ Exceptions: f BOARD ON BOTH SIDES W/#6 SCREWS AT 12 INCHES O.C. MAX- > U � (20 gauge) • Single 2 W metal stud(24-gauge) up to 13'6• ;