Plans BUP2019 -00327
OFFICE COPY
PROPOSED PROJECT FOR : �°oD c` CIM RECEIVED
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Approved: 1 DEC 0 3 2019
OTC: [ ] CITY OF TIGARD
L t S S 4 _ FIARMOI�Y
PcrmIt #: BUILDING DIVISION D E C O R
SuNAtL i�c#s• P.O Box 16201
16200 SW Pacific Highway, Tigard, OR 97224 R 97216
Br — Date: � � Portland1)50O43-974
(001)503-943-9744
rmoniegmup@gmail.eom
.harmony'deeor.org
GENER ,4L NOTES PERSPECT I VE COPE SREP DATE:
CONSTRICTION CODE:
I. ALL WORK SHALL BE DONE IN CONFORMANCE WITH ALL 2011 OREGON STRUCTURAL SPECIALTY CODE j
APPLICABLE CODES AND TO THE HIGHEST STANDARD OF 2014 OREGON MECHANICAL SPECIALTY CODE
WORKMANSHIP FOR ALL TRADES INVOLVED. a `� 2014 OREGON FIRE CODE
2. TYPICAL DIMENSIONS AT NEW WORK ARE TO FACE OF STUD 2011 OREGON SPECIALTY ELECTRICAL CODE
AND/OR FACE OF CONCRETE, UNLESS OTHERWISE NOTED. __ , ' ,
2011 OREGON SPECIALTY PLUMBING CODE
DIMENSIONS AT EXISTING CONDITIONS ARE TO FACE OF FINISH, , 2013 NFPA 13, 130, 13R AND 12.
AND ARE SHOWN FOR REFERENCE. WHERE NEW WORK MEETS . • . - - >> TYPE OF OCCUPANCY: B ( NAILS SALON )
EXISTING WORK, ALIGN NEW WORK FINISHES WITH EXISTING
FINISHES, TYP. BUILDING CONSTRUCTION TYPE: V-A, SPRINKLERED
3. IN THE EVENT THERE IS A DISCREPANCY IN THESE DRAWINGS FIRE ALARM: EXISTING
WITH THE ACTUAL FIELD CONDITION, THE CONTRACTOR SHALL
IMMEDIATELY NOTIFY DESIGNER FOR DIRECTION PRIOR TO THE OCCUPANCY LOAD FOR TYPE OF USE:
CONTINUATION OF THE WORK t 1'' I B OCCUPANCY- NAILS SALON
4. DO NOT SCALE WORKING DIMENSIONS FROM DRAWINGS. IT 9 ti ! 1 /�1 I ,� TENANT SPACE: 1,460 SF.
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CROSS TOTAL OCCUPANTS: 49 OCCUPANTS BASED ON
CHECK DETAILS AND SHOWN ON THE DESIGN DRAWINGS WITH - MANICURE, PEDICURE STATIONS, AND WAITING AREA) W
RELATED REQUIREMENTS ON THE CIVIL, STRUCTURAL, j 1W
NUMBER OF REQUIRED EXITS: I
MECHANICAL, ELECTRICAL, PLUMBING AND OTHER DRAWINGSy NUMBER OF PROVIDED EXITS: 2
AS APPLICABLE, NOTIFY DESIGNER OF ANY DISCREPANCIES • ti
BEFORE PROCEEDING WITH WORK NUMBER OF RESTROl I (ADA)
5. CONDITIONS AND DETAILS MARKED 'TYPICAL' SHALL APPLY IN
ALL CASES UNLESS SPECIFICALLY INDICATED OTHERWISE. REQUIRED LONGEST DISTANCE: 15'
TYPICAL DETAILS NOT REFERENCED ON DRAWINGS APPLY LONGEST TRAVEL DISTANCE: 13'
UNLESS OTHERWISE NOTED BY SPECIFIC NOTES AND DETAILS. EXHAUSTED FAN FOR MEC. VENT. TO EXTERIOR WALLS W
WHERE NO SPECIFIC DETAIL IS SHOWN, THE CONSTRUCTION �.. ; a
SHALL BE IDENTICAL OR SIMILAR TO WHAT IS INDICATED FOR E�-'1I
THE TYPICAL CONSTRUCTION ON THE PROJECT. a`4 =
6. WHERE NO SPECIFIC STANDARDS ARE APPLIED TOA ' • CITY OF 71CaARU
MATERIAL OR METHOD OF CONSTRUCTION TO BE USED IN THE "` m ." " Approved by Planning E
WORK, ALL SUCH MATERIALS AND METHODS ARE TO MAINTAIN Date: 1Z 12 tic, W
STANDARDS OF THE INDUSTRY. PERSPECTIVE IS AN ARCHITECTURAL RENDERING NOT INTENDED TO REPRESENT ACTUAL Initl�lf� — W
1. MATERIALS, EQUIPMENT, NOT INDICATED ON OR SPECIFIED CONDITIONS OR MATERIALS DISPLAYED.
HEREIN BUT REQUIRED FOR THE SUCCESSFUL AND EFFICIENT
COMPLETION OF THE INSTALLATION SHALL BE HELD TO BE PROJECT INDEX V I C I N I T Y M A P S C O P E OF W O R K
IMPLIED AND SHALL BE FURNISHED AND INSTALLED FOR NO
ADDITIONAL COST. CS : COVER SHEET - TENANT IMPROVEMENT ON EXISTING 'B' OCCUPANCY
8. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED FROM CLOTHING RETAIL SHOP TO NAILS SALON.
ON FRAMED FLOORS OR ROOF, LOAD SHALL NOT EXCEED THE AO : SITE PLAN
DESIGN LIVE LOAD PER SQUARE FOOT. " ' =; .
` sw -CREATE NEW PARTITION WALL FOR NEW FACIAL ROOM, WAX
9. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR AI : AS-BUILT FLOOR PLAN °pR"^M Rt) ROOM, AND EMPLOYEE "ROOM INSTALL 11 PEDICURE CHAIRS �
ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING , AND 10 MANICURE STATIONS, INSTALL 4 NEW HAND SINKS.
WITH APPROPRIATE TRADES, DRAWINGS, AND PRIOR TO
A2 : PROPOSED FLOOR PLAN
CONSTRUCTION. 1j - ELECTRICAL, PLUMBING, MECHANICAL PERMITS WILL BE
" " - r.�•,.,�,..` bJD
10. WHERE EXISTING CONSTRUCTION IS GUT, DAMAGED OR A3 : SECTIONS ., SEPARATE.
REMODELED, PATCH WITH MATERIALS TO MATCH KIND, QUALITY <
AND PERFORMANCE.
A4: REFLECTED CEILING PLAN P R0 J E C T DA T 4 x N
II. MAINTAIN STRUCTURAL AND FIRE RESISTIVE INTEGRITY AT EXT. �',#' � =
AND INT. WALL PENETRATIONS FOR MECH, ELECT, PLUMBING EI : ELECTRICAL PLAN
DESCRIPTION: BLISS NAILS •U
AND COMMUNICATIONS CONDUITS, PIPED AND SIMILAR SYSTEMS ADDRESS 16200 SW PACIFIC HIGHWA ICA R 91224 �+
Y, T RD, O Q
PER INTERNATIONAL BUILDING CODE REQUIREMENTS. APPLY
P1 : PLUMBING PLAN O
APPROVED FIRE STOPPING MATERIAL WHERE REQUIRED TOTENANT:
MAINTAIN FIRE RESISTIVE INTEGRITY OF RATED ASSEMBLIES. 4" . ., • KI THAI
Ml: MECHANICAL PLAN 13111 SE SUNNYVIEW CT., CLACKAMAS, OR 91015 5 O
AS AN EXCEPTION TO INSTALLING MECHANICAL FIRE DAMPERS �� N "` � U
ALL DUCTWORK TO BE A MINIMUM 26GA. SHEET METAL IN gl: CEILING PLAN '' kit2980egmail.com O c�
ORDER TO MAINTAIN RATING OF EXISTING DEMISING WALLS. a (503)-332-8424 •O N bJ0
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CONTRACTOR:
ADDITIONALITS REQUIRED ' i RELIABLE CONTRACTOR Date.•
Fire Sprinkler ��1I � - , . 3 x -
fit, " k ' X90� 1 aft v �'i F'
�+:6�fr„ nr - � 4606 BE 115TH AVE, PORTLAND, OR 91266 ro.o9.2oi9
- w�sN oroN capNtr ,. :,,�.�, a.M, ' " reliable-contractor• ahoo.com Scale:
Fire Alarm y
_ (503)-319-3801
Mechanical
.:
Plumbing \�� 1V GGB": 116516
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Electrical
APPLICANT: Dr
Truss Engineering HARMONY DECOR Sheet No.:
Shop Drawings P.O. BOX 16201, PORTLAND, OR 91216
Other harmoniedecoregma i l.com
(503)-943-9144 C S
FOOT SOLUTIONS N�W BLISS N i LS - WOWING AREA
IARMONY
CREAT CLIPS E c O R
P.O Box162o1
land OR 97216
1)503-943-9744
. oniegroap@gmail.mm
Great c ips har nyde r.org
T-Mobile P DATE:
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Scale:
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Drafter:
TAX Ip NUMBER: 25115A8O19OO °yBui
Sheet No.::
TAX ACCOUNT NUMBER: R203171c3
PROPERTI' Ip : 1U249281 AO
HARMONY
D E C o R
P.0 Box 16201
Portland OR 97216
(001)503-943-9744
harmoniegmup@gmail.mm
ww .harmonyde r.org
REP DATE:
69'-m'
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a EXISTING CLOTHING RETAIL
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Scale:
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KEY NOTES: Des :
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0 EXISTING WALL
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® NEW WALL Sheet No.:
C — — _ WALL TO ISE REMOVED
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B'-4" 52'-1" HAPMONY
D E C O R
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P.O Box 16201
Portland OR 97216
(001)503-943-9744
34' HIGH MAX. harmoniegroup@gmail.com
F _ _ _1_ "n .harmonydewr.org
\ REP DATE:
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GELLING `r �` I soFFlr SERVICE AREA BLISS NAILS I A3
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A2 SCALE: 1/4' m 1' - 0' +N (7)
NOTES: 9. DOOR HARDWARE
-ENTRY DOOR:PANIC HARDWARE REQUIRED
-INTERIOR DOORS: LEVER HANDLE
I. ACCESSIBLE HARDWARE ON ALL DOORS. 10. TOILET FLOOR FINISH MATERIALS SHALL HAVE A
SMOOTH, HARD NONABSORBENT SURFACE (1201.2.1).
2. COMPLY WITH APPLICABLE REGULATIONS FOR TOILET ROOM WALLS WITHIN 2' OF SINKS AND WATER
BARRIER-FREE FACILITIES INCLUDING: MAXIMUM CLOSET SHALL HAVE A SMOOTH, HARD
THRESHOLD HEIGHT TO BE 1/2' ALONG ACCE551BLE NONABSORBENT 5URFACE TO HEIGHT OF NOT LESS
ROUTE OF TRAVEL. THAN 4' ABOVE THE FLOOR (1210.22) NOTE: EPDXY
PAINT AND 4' HIGH RUBBER BASE COMPLY WITH
3. FIRE EXTINGU15PERS SHALL BE PROVIDED PER THESE CODE REQUIREMENTS. .b�A
OREGON FIRE CODE SECTION 906 IF REQUIRED. ��...II
11. MANICURE STATION •i FOR FORWARD TO ACCESSIBLE IJ-1
4. FOR THE ADJACENT TENANT SPACE: THE REQUIRED I MANICURE STATION, THE MINIMUM TOE CLEARANCE V
E� NOTE- HOUR SEPARATION WALL I5 EXISTING. BELOW THE SURFACES SHALL BE 11' (ANSI 306.2.3) N
5. SEPARATE PERMIT WILL BE OBTAINED THROUGH ~ Q) •U
NEW WALLS w/ 2x4 STUD -s 16' O.C. (%a' drywall to structure) FMO INCLUDING SPRINKLER, OCCUPANT LOAD SIGN, 12. SEG SIINGN03E S ALL COM L SIGN SHALLI BE ON rd a �
AND FIXED SYSTEM OR ALARM PERMIT IF NEEDED.
0 EXISTING WALLS ( finished w/ " drywall to structure) THE SIDE WALL NEAR THE LATCH OF THE DOOR AT A
5/STj O
6 0' B
. THE ENTRY DOOR SIGN 15 PROVIDED. THIS DOOR TO MAX HEIGHT OF 6AOVE THE FLOOR MEASURE TO
TO BE REMOVED
THE TOP BRAILLE LETTER
REMAIN UNLOCKED WHEN BUILDING IS .N 7:11
L OCCUPIED. V O
13. 10062 ILLUMINATION LEVEL: THE MEAN OF EGRESS O �
ILLUMINATION LEVEL SHALL NOT BE LE55 THAN I F--i
fni ILLUMINATED EXIT SIGN W/ EMERGENCY LIGHTING. 1. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY FOOTCANDLE AT THE WALKING SURFACE. •0 � �
ILLUMINATED, HAVE LEGIBLE LETTERS NOT LESS THAN a r-1 [�
EGRESS EXIT PATH W/ EXIT SIGN AT ALL ro' HIGH 4 3/4' WIDE WITH LETTERS HAVING A WIDTH OF 14. 10063 EMERGENCY POWER FOR ILLUMINATION: THE
i NOT LE55 THAN 2', AND BE ILLUMINATED AT ALL POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION
DOORWAYS 4 PASSAGEWAY LOCATIONS. TIMES. TO ENSURE CONTINUED ILLUMINATION FOR THE SHALL NORMALLY BE PROVIDED BY THE PREMISES' Dare:
DURATION OF 90 MINUTES IN CASE OF PRIMARY ELECTRICAL SUPPLY. 11.13.2019
® ILLUMINATED EXIT SIGN 4 POWER LOSS, THE SIGN ILLUMINATION SHALL BE Scale:
15 NO CHANGE ON ELEVATION (INSIDE AND OUTSIDE)
DIRECTION OF LIT FACE CONNECTED TO AN EMERGENCY POWER SYSTEM. 1/4"-1'-0"
16.
8. REQUIRING A SIGN AT EACH OF THE EXIT DOORS (259. RULE) ACCESSIBLE IMPROVEMENTS AND Designer:
EGRESS PATH EMERGENCY LIGHTING (THE MEAN THAT HAVE DEAD BOLT LOCKS: 'DOOR TO REMAIN IMPROVEMENT C05T5 FOR CHANGES OF EXISTING Nestor Ngo
OF EGRESS SHALL BE ILLUMINATED AT AN UNLOCKED WHITE THE SPACE 15 OCCUPIED', LETTERS BUILDING WILL BE SPENT FOR ADA RESTROOM, AND Drafter:
TO BE ONE INCH HEIGHT, IN HIGH CONTRAST TO ACCESSIBLE PATH OF TRAVEL INCLUDING THE vyBOi
INTENSITY OF NOT LESS THAN I FOOT CANDLE PER BACKGROUND. CHAIRS MAY BE PLACED IN FRONT OF ILLUMINATED EXIT SIGNS AND EGRESS PATH Sheet No.:
SF. THE POWER SOURCE SHALL BE CONNECTED TO UNLOCKED EXIT DOORS. EMERGENCY LIGHTING.
AN EMERGENCY CIRCUIT OR BATTERY BACK-UP.) 11. EXHAUSTED FOR MECHANICAL VENTILATION WILL BE
EXTERIOR WALLS.
EXISTING ROOF DECK AND JOISTS
EXIST. ROOF SYSTEM EXISTING ROOF
2x4 BRACING W/(2119)d NAILS a BAR C 0 R
24'O.C. AT EACH END 166A.METAL CLIP W/ Orr WOOD CREWS TO
BOTTOM OF 2x4 AND (2) 90 AT BRACE
(2A ILS 3V 25 GA METAL STUD BRACE a 4' O.C. AT p,0 Box 16201
ALTERdATE SIDE- FASTEN TO TOP OF STUD and OR 97216
�1 DIAGONAL BRACING IF NEEDED WALL AND BOTTCM OF ROOF 51faMRE W/ 1)503-943-9744
(2AOd NAILS TYP. METAL CLIP AS SHOWN PCS
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2x4 HANGER STUDSharmonyde r.org
a 24" C.C. EILING TILES
. TYP,STUDS (E) 48" x 24" x %a" AMSTRONG
'REP DATE:
;p 2x4 a 24" O.G. TYP.
9 =
WAX ROOM CORRIDOR FACIAL 2x LEDGER ATTACHED ' x4"
EXIST. WALL WITH TWOY4" NEW PARTITION WALL W/
6,
2"x4' STUDS a 16" O.C. W/Yj'
SDS SCREWS INTO EACH STUD GYP. 50.EACH SIDE.
a Aff (AFF) 1/2" GYP. CEILING BOARD TTP.
6' RECE55ED LIGHT TYP. 2"x4' PRESSURE PRESERVATIVE TREATED
BOTTOM PLATE ATTACH TO GONG. W/
(E) 46" x 24" x WILTI X-U a 24" O.C.MAX.EMBED Y4
ARMSTRONG CEILING TILES
EXISTING CONCRETE SLAB � �N
SECTION 1 SOFFIT CEILING TYP. 4 PARTITION WALL DETAIL
A3 SCALE: 1/4' " I' - 0' A3 "To
A3 NTS
EXISTING ROOF DECK AND JOISTS
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P.O Box 16201
I
Portland OR 97216
(001)503-943-9744
hannoniegmup@gmail.com
www.harmonydemr.org
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NEW SOFFIT CEILING EXISTING 2'x4' SUSPENDED CEILING a
CEILING HEIGHT: 9'-0' CEILING HEIGHT: 10'-0'
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Document 12/13 fo,. 2 Lateral Forge Bracing(fgi es z and a) r's"'a tr equivalent to walls.so,,,a:Saw Onswir a es a ea...OessiAs m Esar s..m, rgere) The layout and location of the seismic separation
Labral foto Bracing Ceilings constructed of saPwor-nail-attached "J""""''``°' Joni shall M gon
SUSPENDED CEILINGS . rig gypsum board on M per the designer of record and required
y
one level that are surrounded by and Connected b wells a soffits the phos.If a seismic separe5on joint is required Dy
40l Design • s E & F Net are Laterally braced to 616 structure above are exempt from Spreader Bare thecae Aid the designer,the designer may use the generic joint
seismic design requirements.Stt,-+a A0,,, 1 Si ns s I e e.-.P.,••. Terminal ends of main runners and cross menlbns shall be tied ,__ - - - detailed in Nis document or a proprietary joint.The
nsm Esso Sees-I r together or have soma other approved means to prevent their - -
1zw, _ _ - amount of Gmm
free oveent(gap design)shalt M a
• ..swe Calling areas of 1000 R'or less shall be exempt from later force spreading.Slabil¢a bcrss
ars, olees or other means to prevent _------ - minimum of s/.inch -0-iir;
Tn s document has been rev sed bash on current Building Code standards.In all buildings.Omer than structures Classified as us •'� a.. bracing requirements.sere Asm AGG,scan",s stamping shall occur within 8 in,of each wall.sn•,m.Asan Feat TA ,,,,e w t
assent ll fad I'lie$auaperWed ceilings Installed In aOCordanow with me preacnpbve previsions of the 001 document an _ Spreader bars are net required at perimeters where runners are ry 'wv In lieu of seismic separation joints,the cetbng may M
deemed[o comity wtth Ne current building coda Interpnbtion. Lateral force bracing is the use of Vertical stMs(certlpma ial Y,�, square y
attached Oireclty to closure angles. divided into areas less Nen 2500 uare feet b the use
posts)and splay wares(see figure 2). of M1hicns or somts as follows nhbns shall extend a
This daumem provides me IEC-2012 relerencpd stargams for me insLallagon of suspension systems for acoustical lay-in "�" 1i0�" Spreader bars are not requimd if a 90 degree intersecting cross or main Terminals or services weighing 20 tbs.but clot more Pa pa
Ce tin Inm tron of this document w II mmde a more uneorm standard for installation ant ins ec ion.This document Is Lateral Force Bracing shall M 72 feet on center(maximum)and faun sb•Caunlerslopl ^
Ceilings moa p p re is within 8 inches of perimeter wall. than 56 IDs.shall have,in addition to 5.4.1,asv 12 gage minimum of 6 inches above the level M the plane of the
designed to E and Flfar the Intent of me Intranational d items
Code sect ort regard ID the r iremenh for seismic design t begin is farther Nen 6 bel from walls.Sao.«.rine ttaD sou.,s ze e
eau g gore J wires cannectiW Nem 10 the ceiling system hangers or grid and shall be independently brecetl lo me structure
wntledmEand Fquiremnts andel oro and the referenced documents,
Matedby cturesneedng,the Suspension system powed!e Maximum Recommended Lengths Lar main Seismic aaceto be lour 12 gage hoter anted a Ne Where sun,lOmeter document M use to wtify been Me d to requie law[rements
the structure above.These wires ma be slack.s"��,+„ above.Soffits shall ext to (�
'mstpl,ad IunMictian,perimeter clips may M used to satisfy Ne requirements for Y punt at leas)level with
per these requirements erM moss of the referenced documents.Manufacturers'rewmmendadons mould be falowed Vesical Struts main AIL E Wires are arrayed le from each other and at an \ A11.Esso soi s.1 the bottom re of the rid and shalt ho int Ment
where applicable argue trot exceeding 45°from the plane d the ceiling.s""•�,ASTM sprender Darr-s sw,.,r ores„".a,w2m core:ow"�,., pare 9 spa IY
2A.-ar.,,a<a c T T\, Terminals te services weighing more than 561bs.shall supported and Lalendly braced to the structure above.
%•EMr cwWt W05.10' Seismic - - '. Hanger(Suspension)Wires lrgures 5a e,w sal Msovedhrgts;directly from the Siructureabova by s,w mnrvUwn tlxeMV ww,LwNM,.xsrer Esws.rnmszs:
inrawiresshallr at May
the and the _ approved hangers.s,,,mo:aseESw searoes.J
Y.•Esnmtaa lit nor law in such a manner Nat they can support a design With
a load of Hanger and perimeter m must M plumb). 1 in 6c,,,unless(figure Sal
not less than 200 pounds a the actual design load,with a safe counter sbpirg wires are aovidetl(figura Sb) s,,,,:esti+ca,.s..u,.,z ra Sprinklers
reMToaaa ------ - telaii Po 9 y Seismic Separation Jing 2, fronto 7/ r'•M
factor of 2,whidlever is greeter(figure 6b).sre,2..crsca,on",p. Hanger wires shall be 12 gage and spaced 4 feet on center a 10 gage For callings without rigid bracing,sprinkler head
special 5 feet on center i,-ASru Css s ,t For calling areas exceeding 11 height
square feat,a
• POwB!Actuated Fasteners(PAF'sj,when used for seismic � � seismic separation joint a NII height wall partition that penetrations shall have a 2 inch oversee IT sleeve or
application as pad of the presuipbve path in Seismic Design figure se Any connection device at the supporting construction shall ba capable breaks Ne wiling shall be vided unless anal adapter through the calling file 0 allow free movement of All
Smyw t%•nrtl aphid pm gagel upmtzd 9 pro Yeas V
Categories D,E and F.shall have an ICC-ES approval for seismic c valdme.r.ra.� of Carrying not less Nan 100 pountls.s—. - r 2w.s s< are performed of the Ceilingbracingm,
ilirgs bracing systeclosure at least 1 inch in all horizontal directions Flexible hand!
sack-baeck tsk•Imrre w b f ift applications and shall require"special inspection'ilrespectiver of Powder Actuatel Fasteners(PAIS)are an approved method of angles and penetrations to provide sufficient cie franca. design Nat Can accommodate 1 inch Gee movement shall
(2o gage) the type of occupancy category the structurs is in.PAF anchors slre...W,. as cement for hanger wires.s-,,r s.,r"or 0,.Bwe,g Cores o,.,.- :,SCE 7 I s.1 to s 61 z e ho perorated as an aftemUte. N
- for kicker wires(splayed wires installed for purposes other than (� •r•y i
Slrabz%•rMbMpdgaP) ranta•6• s,m�.w Terminal ends of each main beam and sass tee must be Supported
seismk restraint)are exempt from Ns requirement.sre..m:stare c, «rwm ----- within 8 inches of each Wall with a perimeter Wire(see figure 4&5 a).
.
�.2YInW YplalaP) rOb1SP Grill NAkma ci.-L.,�,.o,.
saw...:AsmEsao s«ro,s z 6 Glossary for this Document(regional terminology may vary)
sow®.Iemeaekaaoswarie+ Splay Mires are to be within 2 inches of the Corxtxtian of the sa.. Wines shall not attach to a bend around interfering material a a+!
,mPw,,.—AAaepraa,.MA.warw.ea verfimI strut to suspended ceiling.Sa11 A s ru Esm,wae.5 zez
General Recommendations .n., brad may be used in lieu of Splay wires.Scar.:Asru Esa- - equipment.A trapeze a equivalent device shall ho used where CROSS TEES The cross member that mtenock who be main perimeter ends of an accoustical ceith,grid, v w
Rigid ng Y W Y v obstructions preclude direct suspension.Trapeze suspensions shall beams.also known as cross anrers or cross T-bars. V
Referenced sources per hierarchy:2012 International Building Code(IRC),American Society of Civil Engineers "re Aa S.Rarr 5 xa a be sized to resist the dead bad and lateral farces appropriate fa the PERIMETER CLIPS Pm,nelary angle bracket atlacned directly O
(ASCE 7-10),American Society of Testing Materials(ASTM C 635,ASTM C 636,ASTM E 5801E 580M),and Atta[Md Wall Molding RequGametis Ceilings with plenums less than 12 inches to sbn um ata net figura No SEISMIC Category.u,.rr. ru_.0-,,,s;2. DIFFUSER A anular Or recmapgumr mewl gnu used for to to me Wan mift1wdosure angle which allows far%'move-
Ceilings and Interior Systems Construction Association(CISi required to have lateral force bracing.so.,:e.Pwma,natrs o.Pa,m.,: passage of Sir from A ducted system. Tent m the event of sa amIC activity M a tedocks prepen,
wsw.e.e.,wlusw•w..ewrr. with once of grid system. 4�,J
Partitions that are lied to Me ceiling and all partitions greater than 6 feet in height shell ho Laterally braced to the Vertical struts must uc positively attached 10 the wspensb2 Electrical fixtures ESSENTIAL SERVICE BUILDINGS Any buildings' designed m be _ _ O
StNdure.Brappi shall be Independent of the ceding Splay bracing System.S"wa:ASCE F m senor n 5 a,
systems aMNBS may
MTconew,a. eta E590 Sawn pro ,mr+n ngvm.dr—; Light r wresweighing leas than dureto tishall le
ab 12 gain aaadby Wbtckricarmi ns writrIDsateForar aUDn.pdsealetronce or PERIMETERWIRES
walls Hanger canes placed wimin eight inches of TI /^J V f
hanger Wit¢CW neCtBl from the fIxIUFB t0 tn0 etNCtUfB eDeVB.This W11¢ 9CnCy OOCmliDns CCntfr State Patrol Of(CC,aharlRs Off1B,or me SunnuMing Wall6. C 4
Fa fuller information on bracing of non-loaf bearing pertitlom refer to NWCB Technical Document N200-501. a The vertical post
Tey be EMT mMuit,metal studs a a proprietary T, _J - 9 emergency communication dispamh center.
All main beams are to br Heavy Du II coca,".Ase Esso ScAO1 s.rt wmpressign post(sea figure 3). �. ft . may MureS stock sghing m•rr than 10 po BLACK WIRE The 12garg wire suspended ceiling. ^'
A—.m.W `Y
' vY y III - •.� ti�m'.wiwn GRID The main beano and cuss tees of fns stepensim s
• Ceilings lase than or equal to 144112 and surrounded by walls connected to the structurs above are exempt from ` Light fizturas weighing more than 10 pauMs and less than%lbs.shall '"' soca ERE A 12 gage cave that is not tarn reactors
taut WJ
the seismic design requirements.sap,.,.,AS 1.Esm,reI,-t a -"•"C ��a o WeII Moldings figures Aa mdebl 2^^^• have two 12 gage wires attached at opposing comers of Ne light fxturs,to HANGER WIRE to or l2 gage soft anneated wire used as on- �..1 /'� a"•1
tl1e sb'uClure above.These wires ma be slack.s,,,,e:AS W Bleep sr+c,_:,s maty support ITT me grid system.A.called suspension wires. SPREADER ar SPACER int A bar,with s.Topls t0 prevent,
• These recommendations Mat are intended for suspended ceilings and related Wail mottlings e 2 miler closure angles)are required to have a Y suspens on system from aeparefng also called a stabilizer W 1\�••1.
components in areas Nat require resistance ro the effects of earthquake motions. horizontal flange 2 inches wide.Oca ant of the hall he grid!sill Light a strucweighing more than 561bs.shall An supported directly LATERAL FORCE BRACING The erreart d Ary,a used a prevent bar.
so,.,«:ase Eseo s«ro,i J z r,gme 4D be attached to Ne wall molting,the other end shall have a'/.inch from the structure above by approved hangers,sa,2e:ase Esar-.::--. - ®lire uplift«re trio I feral movement during a seismic event SPLAY WIRES wires installed of an angle tamer taper pemen-
UneeacMd Wall Molding R uimmv Clearance from the wall and free to slide.su„m:Asru Esau A—L z z. Pendant mounted fixtures shall be fina supported from Ne structure Lateral farce biotite consists of artical srcuts anis spay wires.
• All wire ties are to M three fight rums around itself within three incites.Twelve gage } no °q Y opo All to IM grid,
above using a 9 gage Wire or an approved ahemate support wathout MAIN BEAM The primary suspension member supposed by Date:
Hangers in epaCedla(estM Carter(fgUna1f.racin ASrM CCJ6sealTATE Se �, VERTICAL STRUTS of
rigidverticalm�mbAru%din leas
• Where suMlanM4ng documentation clips ay be been provided h the using the ceiling suspension system for aired support.sown.astir Ess, coming
wren also as me main rvnner,carrying per, at bice bating of me suspension seismic Also known as
• Changes in ceiling planes will require posmve bracing sre•,-..ecru Esro s«w,sxsa � "� - a runner or Transains. 11.15.2019
-- local jurislICtian,perimeter dips may M used to satisly 1M .,=.o,„r try ng
compral si re posts cal can pods, T).mit al studs
s ornrnm
requirements for IM 2-Iadl dOSUR angle.sacra sere wt U,vm r+,.�n:n9 Tandem fxturea may U1111Za COmmOr wires. MOLOIMG/CL�URE ANGLER light gauge metal angle W Chan- materials are¢1eCtnWl CpMui1(EMT),metal studs W pr0pli- Scale:
n 0 code..pro,^ nen fastened b the perimeter wall or partition to support me entry products.
aaure 1 The grid shall be attached at two adjacent walls(pop rivets or Mechanical Services 1/4” a'b"
T Aix approved method).SofBts extending io a point at least level Terminalsaserviceswu hi less Nan2016s.shallbe WkXW 1N.xACeIv.I� r�prdratraHmaabb.rd,tMWele:dTr.Idarpev�trewrwcaa 1�••
Y 9 r9 Posim'ha m.karomrmlareerrytroerole,s.n.end
PAGE tor_ ` with the bottombraced to(thegnd and above
detlysuptaortM to the wiling suspensron roam ronrRasato cross turners tlat have Sts Ans .ewwa��.d b.arm.aa.mr.elmaw.t..ga,r..sr.umeaba.a+.wer.aaMp Ma.exansaryeswwa
and laterally braced to structure above are deemed ICM rmarmalwMaeak ry rx+ra wewr�aw.MairhaexYt�ab P^'"°°sax.-.em"°e.w.W a 2<Hro
Build Standard. same cartyirg eapaoty as the main Nnrlena.w.®:AsnesalarL�rSa.n PnwenlnaingaPeaAlF.raErewwM.yasA.sa.gels's.waram:r„e.A.,w,nunr+rMWxe Wbrw YM,Ms1tr.w.Latlarki Ya, Nerltor Ngo
NWCBfill ba aa-tes oT eSor a _,Pq a HWCenu m a M ria yap Drafter:
PAGE 2 of a t2AfiEa OF I warmPFGE A OF a
2 nLeea Ct- 60 [L "'9102 teI5G3- i .non-wres-w,u n.oce:x..;anon ••+
gaeMbeaaw Mmr�.aamrwbrmON mmdrtlsielm.b
tax 206024-42451 AMMIntora nwcb.Org emee oregon�nwcbbn ,.omwW6zT wra�unaatweaaw "A.—x, u
u-v owe_. v.,Du.w rWa ar.oc,Cr.casc..- �•�
rireTrea6 Warr AWS Art—WJRrAt Sheet No.:
2 TYPICAL SUSPENDED CEILING DETAIL A4
44 NTS
I 111
HARMONY
D E C O R
P.O Box 16201
Portland OR 97216
(001)503-943-9744
I
harmoniegrouP(gIgmail.mm
w .harmonydemr.org
4'-0' 4'-0' 4'-0' 4' 4'-0' 4'-0' 4'- 0 343Q10 ! REP DATE:
A� �A -�A�- -�R�- ��Iq -���-__ -�Iq
EXIST
q'_b• ___
ELECTRICAL -
SYSTEM TO AI � -- �
-- -- -- -- -- --
_ x _-- _ - _x - _-.. \ I 1_
I — T — ,T— —�— V
E4I
1 -H 81-3 m IV L 11 11 &._0. I I 1 11 L 11 1 1 <t
I I )0
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- '+6' b' r 3-b' 4' 0' 4- 0- 410' 4' 0' 4- 0- 4' 0' 6 4' 0' 4' 0' LL -015'-0'
e \ --- /
`I I v 1 XT
D S'
4'-2' d-2' 4 -2' -4'-2' 4'-2' 4'-21 41-210
cc
I 0 /
I
to v
xi 1
2'-0' r \
10 —
ELECTRICAL
0ELECTRICAL PLAN
E1
SCALE: va' = r - 0' 0-4
E-1 W
E4
W
W
x
^
GENERAL ELECTR[CAL NOTES: 3
ELEGTfIRICAL SYMBOL LEGEND: L LOCATIONS OF DEVICES AND FIXTURES$WOIW ON THE IDRAWINI ARE APPROXIMATE.THE
CONTRACTOR 18 TO INSTALL ALL DEVICES AND FIXTURES IN COMPLIANCE WITH ALL APPLICABLE CODES
AND REGULATIONS.THE CONTRACTOR IS TO PROVIDE THE OWNER AND ARCHITECT A DIAGRAM SHOWING
THE REVISED LOCATIONS OF ALL FIXTURES AND DEVICES PRIOR TO COMMENCEMENT OF INSTALLATION
120Y DUPLEX CUTLET PENDANT FOR REVIEW.
Qro 240V DUPLEX OUTLET O 4' RECESSED CAN LW314T 2.ALL EXTERIOR OUTLETS AND OUTLETS M BATHROOMS AND KITCHENS AREA TO BE GFI PROTECTED.
m® TELEPHONE OUTLET TRACK LIGHT 3.ALL EXTERIOR OUTLETS TO BE IN WEATHERPROOF BOXES.
NQ TIN OUTLETO CEILING MOUNTED FIXTURE 4.ALL DISHWASHER REFRIGERATOR HOT WATER NEATER AND DATER CIRCUITS TO BE DEDICATED. I.-� IJ) C
5.ALL DETECTORS TO BE HARD WIRED AND TO HAVE AN AUDIBLE SIGNAL �C\/
SINGLE POLE SWITCH (1 WALL g� 6.THE FOLLOWING MOUNTMG HEIGHTS WILL BE USED THROUGHOUT THIS PROJECT: �-I $
DIMMABLE SWITCH U O
2S SWITCHES 48'ABOVE FINISH FLOOR �4
CHANDERLIER LIGHT ELECTRICAL OUTLETS 18' ABOVE FINISH FLOOR ^
THRE-WAY DIMMABLE SWITCH48' ABOVE FINISH FLOOR(a COUNTER)
TELEPHONE JACK 18' ABOVE FINISH FLOOR O
S OCCUPANCY SENSOR SWITCH E�tig EXIT LIGHT WCABLE TV JACKS 48'ABOVE FINISH FLOOR/BATTERY BACK-UP CIRCUIT BREAKER PANEL TOP OF PMEL * TJ'ABOVE FINISH FLOOR H� Q N
8� ELECTRICAL METER PER UTILITY REGULATIONS =,,,I .ry
a F-I
Date:
11.13.=19
Scale:
1/4"-
Reference
/4--Reference onij DesI
Nestor Ngo
Ot of 1EhiS t�4"►I^i+ Drafter:
Vy Bui
Sheet No.:
E1
91AMONY
C O R
EXISTING
PLUMBING I I ° — � I P.O Box 16201
FIXTURES I I I 1 1 I Portland OR 97216
69 69 -- -- "" -- -- �. X1)503-943-9744
1 I FC2
Xt.
L — Riegmup@gmaiIxvm
o —
AIN ' .harmonydecor.org
CITY
YSTEM)
- - - - - - - - - - - - - - -
w/D I I I i i — - - - - - - - - I
ILl- - - — - - - - - - -
010
- - - - - -010 0 1 0 0 1 0 0 1 0 0 1 0 01
BACKFLOW I I I I
PREVENTION
DEVICE
RPB oL I I I I I I I
ON HOT E
I
LD
O O O O O O I �I
P-2
IL I
-..-..-..-..-..-..-..-..-..-..-..-..-..-..-.1 -.. -.. -.. -.. _..
PLUMBING PLAN GENERAL FLUMBING NOTES:
p I. ALL WOW, IS TO COMPLY WITH THE LATEST ADOPTED W
PI SCALE: 1/4' = 1' - 0' VERSION OP THE OREGON CODE AND/oR ANY h�1
APPLICABLE COUNTY OR LOCAL JURISDICTION.
2. THE CONTRACTOR IS RESPONSIBLE TO CHECK THE
PLANS AND TO NOTIFY THE DESIGNER OF ANY ERRORS
OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION.
3. DRAWINGS ARE DIAGRAMMATIC AND DO NOT SHOW IN
DETAIL ALL OFFSETS M PIPING, ETC. OR ALL FEATURES
T OF THE INSTALLATION.THE INSTALLING CONTRACTOR
V I R SHALL, HOWEVER PROVIDE A COMPLETE WORKING F+1
INSTALLATION SATISFACTORY TO THE OWNER REFER
4. UPON COMPLETION OF THE INSTALLATION, ALL SYSTEMS
T SHALL BE CHECKED, TESTED, STARTED AND BALANCED
3 (�
V R RECOMMENDATION.
ACCORDANCE WITH THE MANUFACTURER'S
1 5, PROVIDE PIPE CAPS/PLUGS FOR ALL TERMINATIONS.
6. THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY
3tt _ _ — CONDITIONS
LOCATIONS OF ALL UTILITIES PRIOR TO
.�-- _ COMMENCING WORK IF SITE REQUIRE
--_ — - CHANGES OF DESIGN THAT 15 SHOWN ON DRAWINGS, THE
CONNECT VTR — -
CONTRACTOR
t n i �' __ -_ �� G }..I FEPRESENTASHALL TIVEIN WRITING REQUIRED CHANGES.
1.
E X I S I INCA I �- ____ — " NEW SEWER LINE LATERAL TO EXISTING MUNICIPAL
til
G N SEWER (FIELD VERIFY LOCATION)PLUMBING PER CITY
3 1 _ - I G HCODE BY GENERAL CONTRACTOR VERIFY LOCATION, 5 e ..
WATER ! _- r G N ��- CONNECT TO EXITING WATER LINE.
SUPPL,f 1 _----- -_- - G 1 n S. CONTRACTOR O VERIFY EXISTING SAN SEWER LINE SIZE, AND C�
`Z LOCATION$ETA CONSTRUCTION. r2
�—.. ---- -' T- - G N I M�•�M \J2tt INSTALLATION WIDE SEE DETAIL A PAGE 12 ON FEDI SPA USER MANUAL FOR
- --- , ! ;" G I I r�""t 2'� PEDICURE 10. MANUFACTURER INSTALLATION INFILTRATION FOR CHAIRS bA
"-- --+�� �2�� PEDICURE CHAIR 2mIT�oPsc� Joe 917E ALL PLUMBING wazc SHALL BE PER •�
i=------- ---------------
--- G � ��
'41
\J2,t PEDICURE PEDICURE CHA RCHAIR x N
�—to PEDICURE CHAIR NOTES: _ —� cv
�. 12�� PEDICURE CHAIR - I2' CW W/ BACKFLOW PREVENTION ��, �
PEDICURE CHAIR DEVICE tb A.1
PEDICURE CHAIR — Has 1R' HW W/ BACKFLOW PREVENTION �1 "C P4
CHAIR DEVICE
3' SW SEWER DRAIN v 1 V �d
1 O 1-4
4 N ABS CONNECT TO ❑ 12' FLOOR SINK (MAXIMUM THREE CHAIRS WILL ~'� O
FLOOR SINKS Flefier ence omy BE DRAINING INTO EACH FLOOR SINK) � •� � ,
i t `ii► p ® TANKLESS WATER HEATER �'
Not part of �+a p®rmlt
0 WATT -i4 0091'13 BACKFLOW PREVENTER Date:
REDUCED PRESSURE ZONE ASSEMBLY RPZ _'4 u.t3 2029
009-QT Seale:
NEW TANKLESS 2 ISOMETRIC VIEW D�=i4"-' °
WATER NEATER -THE PLUMBING 5 JUST s 19 SNOWED OUTSIDE THE
TENANT SPACE IS JUST FOR CLARIFY ON THE DRAWING.
P1 SCALE: NTS ALL MEP/FS 15 CONTAINED WITHIN THE TENANT SPACE. Nestor Ngo
-A REDUCED PRESSURE (RP) BACKFLOW PREVENTER Drafter.
NEEDS TO BE INSTALLED DIRECTLY BEHIND THE VyBui
WATER METER TO SERVE AS PREMISE ISOLATION Sheet No.:
5ACIcQ7--LOW PROTECTION,THE BACKFLOW PREVENTER
MUST BE INSTALLED AND TESTED PRIOR TO APPROVAL
OF OCCUPANCY, '7--1, t
PROVIDE NEW VORTEX S-LINE 1000 INLINE FAN 500 CFM, 10 MCH EXHAUSTED
AND VENTECH CONTROLLER RESIDENTIAL AND INDUSTRIAL DUCT TO
VENTILATION APPLICATIONS, POWERFUL, COMPACT,MIXED FLOW EXTERIOR
IMPELLER ENERGY EFFICIENT. WALL
---------------------------------- -- ---------------------------- -
EXISTINCs ---------------------------------- 1� --------------- 100 CAP
--------- -----
(N) l5
EXISTING
Co
4ANICAL SYS ��►
TO REM 41N 4' 0 SET 50 CFM -- --
EACH STATION
--- - - - - - - ------- - - - - -
VERTICAL DRYER VENT WITH E-
INLINE 134 CFM FANTEC -- -- -- -- -- --
BOOST FMN DPV 22-22ISTNrz
/D ` I- — — — — — — — — — — — — -- -- — — — — — — — — — —�-- i
L
f Mi
EXISTN ESYSTE OCj
REMAI HANIC L i EXIS / EX15TNCs
ISTW-3 ,
l 105 CFM 00' /
- - - - —'- - - - - - - - - - - - - - - — - - _� - - - - J
u- - u- -;��__ - � -
(N) 105 C (N) l5 C d+
1
MECHANICAL P LAN (E)HVAC SYSTEM TO MAINTAIN
REVISE TI 500 GR'1 OUTSIDE AIR
MI SCALE: 1/4' I' - 0' QQ
F--a
1'6" ARTZ COUNTERTOP OVER %i PLYWOOD
EXISTING ROOF DECK AND JOIST SYSTEM a
GENERAL 1IECHANIGAL NOTES: 3„ 10' 0 DUCT TO EXTERIROR w
0 EXHAUST DUCT CL-
I. OCCUPANCY TYPE OR ROOM QUALIFIES AS
MECHANICAL C—
VENTILATION
2. PEOPLE OUTDOOR AIRFLOW RATE IN R' WOOD SHELF
W
BREACHING ZONE (CFOUTLET CUSTOMERM/PERSON) o
3. AREA OUTDOOR AIRFLOW RATE IN BREATHING EMPLOYEE SIDE xi
ZONE (CFM/SF) 2"
4. DEFAULT OCCUPANT LOAD, PERSONS PER SIDE :PLATE
YP. ED. EOTH SIDE
1000 SQ. FT. EXPECTED AVERAGE
OCCUPANCY BUT NOT LESS THAN � TABLE N
VALUE
5. SPACE UNCORRECTED OUTDOOR AIR INTAKE
(WITH DEVERSITY APPLIED)
6. ZONE AIR DISTRIBUTION EFFECTIVENESS (EZ)
1. PRIMARY OUTDOOR AIR FRACTION USED TO MANICURE STATION DETAIL
SELECT SYSTEM VENTILATION EFFICIENCY (EV) 2
S. LOCATE EXHAUST FAN ROOF CAP MINIMUM OFCCS
10' AWAY FROM HVAC UNIT OUTSIDE AIR MI SCALE: 1' = 1' - 0' 00 3
INTAKE 2
M1
•rl
RAIN CAP ........
NOTES: \� g N
N
IT
10' In.21111. IT co
•b Q+
EXISTING 24'x24' CEILING SUPPLY TOP SUPPORT Ix
FF— I GRILLE TO REMAIN 31 W. FLASHING
mo
EST CUSTOMER SIDE a o
4" 3Ilf. •� 4 'bA
EXISTING 24'x24' CEILING RETURN
GRILLE TO REMAIN FIRIMP bf MRT
4 00 0 0o Date:
U4"
v.t3.aot9
1/4"-1W
y > .
Notom De��Ne
tlol 1 t Of Nearor Ngo
as oris Permft Dreftr:
vYBm
EMPLOYEE SIDE Sheet No.:
4 ROOF EXHAUST DUCT DETAIL 3 MANICURE STATION DETAIL ml
MI SCALE: NTS MI SCALE: 1/2' = P - 0'
DES I CCN LOADS
%M LOAD(ROOF): 25 P5F ' a 0 I N �7
18616
5E5MIG: SE15M IC,DES16N GAT.D
I = ID
G = 25 ON
R = 15
COQ 2015 WAG • 10.1
P9E�P�
COENERAL EXPIRES 6-30-2�
2x4 CONT LEDGER W/ I. THE CONTRACTOR SHALL VERIFY ALL 1?11-51510N.5 PRIOR
(2) Ibd o 24" O.G. TO STARTIN6 CCN5TRUIGTION. THE EN6$EER 5HALL BE
TO VERTS NOTiF1ED OF ANY DI5C.REPANUF5 OR INICONSISTENGIES.
2x4 VERTS o 48" O.G. IN GA5E OF CONFLICT,MORE COSTLY REOUIREMENT5 60VBRH
N/ (2) Ibd EACH FOR 5I0DN6.5UBMIT CLARIRGATION RE61UEST PRIOR TO
HERMAN
MEMBER --- FRLGff[[XH6 WITH WORK
2x4 61-6, -IST o 24" O.G. 2x4 J5T o 24" O.0 2. ALL DRAHN65 ARE C0 6DE REID TO BE A PART OF THE ENGINEERING
CONTRACT DOC*lE NT5. THE CONTRACTOR SHALL BE INC
RE5PON5BLE FOR THE IWET NO COORDINATION OF
TRANSITION HEIGHT ALL DRAWM65 AND SPELIRGATIONS PRIOR TO THE
PER SECTION, SHEET 4 5TART OF COISTRLGTM ANY 015617fPWR 5 THAT
• OCO1R SHALL BE BROUGHT TO THE ATTENTION OF 3151 NE SANDY BLVD.
. . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . TRANSITION HEIGH' THE Ek5REER PRIOR TO START OF CONSTRUCTION 50
PER SECTION, 5HEE THAT A GLARIFIGATION CAN BE t95I1® ANY WORK SUITE 100
T2x4 DONT LEDGER W/ PBRFORAED IN CONFLICT WITI THE CONTRACT PORTLAND, OR 97232
D0014NTS OR AHY CODE REaRRE ENTS SNALL BE P: 503 230-8876
(2) Ibd o 24" O.G. 2xb CEILING JST W/ >«8 TEK CORRC-GTED BY THE CONTRACTOR AT HIS OWN EXPEN5E.
2x4 CEILING J5T N/ )j" SGREN5 TO J" CEILING
CEILING BOARD FINISH BOARD FINISH 3 NOTES AND DETAL5 ON DRAWM65 5HALL TAKE JOBS@SHERMANENGINEERS.COM
PRECEDENCE avBR 6eERAL NOTE5 ANO TMMCAL REVISIONS
2x6 VERTS o 48" O.G. DETAILS. W4ff2E NO DETAILS ARE 6KfK
V1/ (2) 16d EACH MEMBER Wh TRUCTION SWL BE# 900II FOR SIMILAR VVRN;
UN.E56 NOTED OTMERWI5E,DETAIL5 N STRUCTURAL
DRAIIN er ARB TYPICAL.AS INOLCAT EP BY CUPS, z
RffStBICES,OR TITLES.
4. ALL WORK SHALL CONFORM TO THE MINIMUM 5TANDARD5 OF
3 CEILING LEDGER @ REGE55 TRANSITION �4GEILING LEDGER @RECESS TRANSITION THE FOLLOYIN6GODB:
SCALE: I" = V-O" 51 5GALE: 1" = 1'-0" 2015 TBG AND LATEST IW510N5 RBS TO HERE PROJECT' #
A5'TME CODE''AND ANY OTMER FWX ATIN5 A65 UES 19-MI SC-01-523
WITICHI HAVE AUTMIORITM OVER ANY PORTION OF TW
wORK.
WOOD
1. ALL INTERIOR STRUCTURAL LUMBER SHALL BE DOUGLAS C,
FIR 4 EXTERIOR LUMBER SHALL BE HEM-FIR TREATED ORZ
PROTECTED. LUMBER SHALL BE VISUALLY 6RADED OR N w O
MACHINE 6RADED UNDER THE 1410 LUMBER GRADING N
RULES OF YF5T COAST LUMBER INSPECTION BUREAU. w
ALL FRAMING MEMS SHALL BE A5 FOLLOV45 U.N.O.:
CRAVE
4'NOM.AND SMALLER GRADE NO 2
LARGER TIMI 4'NOM CRAVE NO.1 OO
STUDS(2 X 4 AND 2 X 6) CRAVE NO2 v DO
6LUAM BEAWC-ANTILEVERED) 24N-V8 OF/OF
6LU.AM BEAMS 24F-V4 DF/DF O --�
cd
2 ALL NAILN55 SHALL COFORM TABLE 2311-B-I. O.
3. ALL NNLS SHALL BE COMMON N NLS.MINIMUM NAILING
EX:45"7O.C.
T L FRAMING REWREMIIWT OVTLIIV M UBG TABIF 23
-1151
BE FOLLOVW UNY E55 OTMERW5E NOTED. O �1
2x4 DIAD N--R
W/ (2) Ibd EACH ~i
END AS SHOWN
2x4 VERT5 o 48" O.G. EXIST WALL FRAMING (S�
W/ (2) Ibd EACH V
END A5 SHOWN r--i
2x4 LEDGER W/ (2) }"x4" 2x4 LEDGER N/ (3) #10
505 SCREWS o 16" O.G. SCREWS o I6" 0. TO C� 1
TO EXIST STUDS EXIST MTL STU O
� O
2x4 CEILING J5T W/ (2) 12d 2x4 CEILING J5T W/ 8d TO
TOENAILS o LEDGER " CEILING BOARD FINISH
CEILING
2x4 VERT5 0 48" O.G. N/ PLAN
(2) Ibd EACH MEMBER 2x4 VERT5 0 48" O.G. W/
(2) Ibd EACH MEMBER
SEPT 129 2019
I CEILING LEDGER @ EXTERIOR WALL 2 GEILING LEDGER @ EXTERIOR WALL
�j� 5GALE: 1" = 1'-0" SCALE: I" = 1'-0" sl
OF -