|
IIIIII
<br /> PLAN NOTES
<br /> Fr
<br /> 1. SEE SHEET A040,A041 SHEETS
<br /> n FOR FIRE-RESISTIVE ASSEMBLIES JOHNSON BRAUND,N�.
<br /> H---ASSEMBLY TAG 1520052nd Ave.South
<br /> SEE CS SHEETS FOR KEY PLANS See e
<br /> Sea/ttle,,
<br /> WA 98188
<br /> 4Alk 2. SEE ENLARGED UNIT PLAN Phone 206.766.8300
<br /> SHEETS FOR INTERIOR ARCHITECTURE
<br /> `om
<br /> A ® T CALLOUTS,DIMENSIONS, LOCWAND DOOR ARCHITECTURE
<br /> CALLOUTS,AND LOCATION OF INTERIORyrwroohnsonbraund DESIGN
<br /> 147'-8 12" I RATED WALLS.
<br /> - 3. COORDINATE W/ /BUILD Greg L.aWy,ne.AIA
<br /> l ELECTRICAL
<br /> AM EXHA MECHANICAL: Jeffrey A.Wuarr,e.AiA
<br /> m , D / / -- . . --, . l / / / O 100 CFMEXHAUST
<br /> - - - A L l �_ / FAN IN EACH.
<br /> , f 41)
<br /> - - - 6'-6" 1'6
<br /> S DS
<br /> Iel� GARAGE
<br /> __ 4. RECESSED 11-HOUR FIRE
<br /> -S D` _-.-_ IDS DSI I' i�S CS EXTINGUISHER-SEE SHEET F.E.C.
<br /> =;,. =L r 1 ;I ` -r r I -0 A030,LOCATE PER IFC Lill-
<br /> UNIT 5.1 EGRESS I ;I EMERGENCY UNIT 5.2 UNIT 5.2 EMERGENCY I If EGRESS UNIT 5.1 I SIZE A 10BC
<br /> j N �II 1/A150 LIGHTING I��.' UGHTING 1/A151 1/A151 LIGHTING I LIGHTING 1/A150 SIZE ILD
<br /> +F=_�-_ • UTHONIA 10�,I UTHONIA ELM2ONIA I UTHONIA 5 REFER TO DESIGN/BUILD
<br /> PLUMBING PLANS.
<br /> 1 �;I ELM2m m REFER TO DESIGN/BUILD
<br /> _•s___-_ m ! Tilpl •
<br /> - m m rig
<br /> m 1 I I fi' REFER TO S EET A.
<br /> REFER TO SHEET A030 FOR
<br /> '�'�i` _ _ I T PENETRATION REQUIREMENTS IN (�B°5fi
<br /> ,l.- --_- [�]`_}}}*+�] __ --- // - --- -- r_ -_..,„
<br /> _-_ F.E.C_[ij] ----- - - -- ® FIRE RATED CONSTRUCTION. 1 \ REGISTERED
<br /> ' , l� G t 8.----
<br /> ixli■i■L•1J. i__ 0 . _ C3:1� __ _.__. , / ARCHITECT
<br /> :pe,t1-=_ 1i ---- ---- a --- /1111.
<br /> �� !Ili,
<br /> /' 9 ALL LEVELS FUOCCUPANCIESMY SPRINKLE RED PER eeBeY A3TxlIR w¢clnu
<br /> e� =J __ • __ I m __ ___ SECTION 9033 13). STATE or wnsHirvcTou
<br /> 88q ___ }}} ___ - I___ - -Q ___ _ L___a 1IBC SE ..1.1(NFPA
<br /> 1 a_{ �F I I _ J C� 0 - Mil
<br /> MB
<br /> 0. UNIT DEMISING WALLS ARE 1-HOUR
<br /> Aiii
<br /> m I^II -� RATED PER IBC SECTION 708 W/
<br /> fD L Apo DS / D� \ MINIMUM STC 50.
<br /> 3'-512" 17'-8' 7'-6' 11'-6" 1" 11'-6" 7'-6" 17'-0" 1"-117'-5" .1" 11'-6" L 7'-6" 17'-0" 11. DIMENSIONS ARE TO OUTSIDE EDGE OF
<br /> CONCRETE OR FACE OF STUD,TYP.
<br /> y 147'-812" 12. SEE STRUCTURAL DRAWINGS
<br /> 'jA'�' FOR ROOF FRAMING.
<br /> A A A605 ///��� I� 13. ALL ROOFING TO BE CLASS B
<br /> ����/J /J L1 BUILDING G-Fl OOR 2 MINIMUM PER IBC SECTION 1505
<br /> \`vJ7J AND TABLE 150E1.
<br /> 14. ALL ROOF SLOPES ARE 5/12 U.N.O.
<br /> 15. DRAFTSTOPS ARE REQUIRED IN
<br /> ATTICS OR OTHER CONCEALED .5
<br /> © ROOF SPACES PER IBC SECTION 8
<br /> © 718.4.2.
<br /> A316 ® 16. PER IBC SECTION 708.4,IN COMBUSTIBLECO
<br /> STEP GARAGE FOOTINGS 8 SLABS IP CONSTRUCTION WHERE THE FIRE S
<br /> \n/ AS REQUIRED FOR GRADE CHANGE PARTITIONS ARE NOT REQUIRED TO J
<br /> \/ BE CONTINUOUS TO THE SHEATHING,
<br /> DECK OR SLAB,THE SPACE r
<br /> 36'-1112" ‘5'-1"/ 67'-I" I /5'-I"/ 33'-6" BETWEEN THE CEIUNG AND THE g
<br /> 1' SHEATHING,DECK OR SLAB ABOVE
<br /> I 11-21/2" 11'-0" 11'-312" 11-31/2" 11'-0" 11-21/2" 11'-212" 1'-0" 11'-312"
<br /> / / / Jn / / / / SHALL BE FIRE BLOCKED OR
<br /> DRAFTSTOPPED IN ACCORDANCE
<br /> CSle IDG I I WITH IBC SECTIONS 718.2 AND
<br /> '� • H Di H CS H -712" 718.3 AT THE PARTITION UNE. pm
<br /> 7A / / / / / / / / EXCEPTION k5:ATTIC FIREBLOCKING OR 3
<br /> 5.
<br /> O _ © 'S © rt`'' r+` m O 0 Ibom O O m m 0 I 7A WI,
<br /> 10 HS 0 D © I - DRAFTSTOPPING IS NOT REQUIRED AT THE S
<br /> �. - _ y 'I ' PARTITION LINE IN GROUP R-2 BUILDINGS
<br /> \ v-A 7 / `J THAT DO NOT EXCEED FOUR STORIES ABOVE
<br /> 1 P , , , , , , 1Y_r___r 1( GRADE PLANE,PROVIDED THE ATTIC SPACE
<br /> . 1 t 1 1 t 1 IS SUBDIVIDED BY DRAFTSTOPPING INTO
<br /> E L, "0 O---J '-� ° 0----J --� 0--- ---0 --, ----0 '- O--' L---O f}----"� AREAS NOT EXCEEDING 3,000 SF OR AOBE
<br /> s-H---t ISSUE DATE: 07/19/19
<br /> EVERY TWO DWELLING UNITS,WHICHEVER
<br /> J IL
<br /> �L IIILE--
<br /> D -V----`. El 7P• /A316 IS SMALLER.
<br /> A316 7 C _ I r r.
<br /> \ 17. DRAFTSTOPPING MATERIALS TO BE
<br /> GARAGE1 GARAGE2 GARAGE3 GARAGE4 GARAGE6 GARAGE6 GARAGE7 GARAGE GARAGE9 nGARAGE 10 GARAGE 11GARAGE I2IN40,,
<br /> (ACCESSIBLE) -_ -_-_ _ _ -- - _ _-- _ -_ - _ -_ -_ ---_ - _ - --_ _ -- a PLYWOODGYP.SHEATHING OR HI
<br /> \ I- 1 - _ - _ OR OSB SHEATHING PER
<br /> I
<br /> m ((f��, .fj. S ._
<br /> S 56.1 s$ f S 5$ ® IBC SECTION 718.3.1.
<br /> 1j1 mi STORAGE �� -' SP�2INKLE' 1I 19. DRAFTSTOPPING SHALL BE
<br /> SLEEPING UNIT AND DWELLING UNIT
<br /> ry SEPARATION WALLS THAT DO NOT
<br /> O - O 0 CU O O O O O O1 U A �J O O O EXTEND TO HE UNDERSIDE OF THE
<br /> y ----.-- - / / ,-_ ___ / _- __ _ ROOF SHEATHING ABOVE PER IBC
<br /> OS 5'-91 I'-212" 5'-21/2' I` 5'-212" 5'-212" 5'-6" 5'-212" 5'-272" i: 5'-212'' -� SECTION 718.4.2.
<br /> z 9 m �5 `11?--- ---gLL� E
<br /> �' ,}' ,}' ,}' �66 �' �' 4. ,I' / EXCEPTION A3:IN OCCUPANCIES IN GROUPI
<br /> 38-51 f- fi'-1" 66-1 6'-1 If. 33'-0" I R-2 THAT DO NOT EXCEED FOUR STORIES
<br /> ABOVE GRADE PLANE,THE ATTIC SPACE
<br /> 747-8 12' i
<br /> / I / SHALL BE SUBDIVIDED BY DRAFTSTOPS INTO o
<br /> 18"SIMPSON AREAS NOT EXCEEDING 3,000 SF OR ABOVE
<br /> AO
<br /> STRONGWALL ^\ 0 1 EVERY TWO DWELLING UNITS,WHICHEVER IS
<br /> PER STRUCTURAL 0 / L BUILDINQ G-FLOOR 1 SMALLER.
<br /> E 1/8'=1'-0• 20. PER IBC SECTION 1203.2 EXCEPTION:
<br /> o
<br /> THE NET FREE CROSS-VENTILATION AREA
<br /> c A316 SHALL BE PERMITTED TO BE REDUCED TO 3`
<br /> 3 1/300 PROVIDED BOTH OF THE FOLLOWING
<br /> O CONDITIONS ARE MET:
<br /> 1.IN CLIMATE ZONES 6,7,AND 8,A CLASS I S
<br /> /2 OR II VAPOR RETARDER IS INSTALLED ON
<br /> mg. THE WARM-IN-WINTER SIDE OF THE CEILING.
<br /> 2.AT LEAST 40 PERCENT AND NOT 1112d 2
<br /> O THAN 50 PERCENT OF THE REQUIRED MORE
<br /> 2
<br /> U ^ VENTING AREA IS PROVIDED BY GILL
<br /> t ' A ) / n 1 VENTILATORS LOCATED IN THE UPPER
<br /> m Y \T'/ PORTION OF THE ATTIC OR RAFTER SPACE. E w ;
<br /> I UPPER VENTILATORS SHALL BE LOCATED < 4
<br /> of 147'-81Q" NOT MORE THAN 3 FEET BELOW THE RIDGECSI
<br /> 'n �" OR HIGHEST POINT OF THE SPACE, O1
<br /> . I, 36'-111/2" 5'-1" 6T-1" 5'-1" 33'-8' MEASURED VERTICALLY,WITH HE BALANCE N pB
<br /> - a) I f r ' CORN CORNICE VENTS.WHERE THE LOCATIF THE VENTILATIO NPROVIDED BY ON O F Q 5 os A, i i
<br /> so WALL OR ROOF FRAMING MEMBERS :2w 'f' q a=
<br /> E - CONFLICTS WITH THE INSTALLATION OF-CD �j F P:
<br /> = - UPPER VENTILATORS,INSTALLATION MORE N g LL 8
<br /> r - r r r - r THAN 3 FEET BELOW THE RIDGE OR ¢ y Y
<br /> N I I I I PERMITTED. •C C a:5<2 9g
<br /> I I HIGHEST POINT OF THE SPACE SHALL BE O -S o,
<br /> I I I I ' I I I I I a) c8i a 3�w v'`, os
<br /> 21. MECHANICALLY BATHROOMS HVENTILATED IN NALL BE .. 2 5.>E2V w
<br /> 63 1 1 11 I I 1 1 11 , ACCORDANCE WITH THE IMC PER IBC re a. 0 ix 5 m o: <
<br /> L SECTION 1203.6.2.1.
<br /> IS -� - -/ I - /) LIGHTING LEGEND
<br /> N MEANS OF EGRESS ILLUMINATION(IBC SECTION 1006):
<br /> - - PROJECT# 1705
<br /> I I LITHONIA RI,3.7'DEEP PER
<br /> 0 I _ A ILLUMINATION SHALL BE PROVIDED AT EVERY POINT IN THE MEANS OF MANUFACTUTURER. DRAWN BY: ST
<br /> I L _ J I r L J EGRESS.THE ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT-
<br /> CANDLE 11 LUX)AT THE WALKING SURFACE AT ALL TIMES THE SPACE TO BE USED AS EGRESS CHECKED BY: ST
<br /> N i_ - J = - _ __ __ J t�-__ __ _1 SERVED BY THE MEANSOF EGRESS IS OCCUPIED.LUMINARIES SHALL LIGHTING PER IBC SECTION
<br /> 111:10 -- ivy �"� r"i -�� - - iv - -'- - -'- - 2 BE INSTALLED WHENEVER EXIT SIGNS ARE REQUIRED. 1008.1.CONTROLLED BY
<br /> y -0 B. POWER SUPPLY TO BE PROVIDED BY PREMISES'ELECTRICAL SUPPLY. PHOTOCELL TO ENSURE UGHT
<br /> h I- 6'-4" I- 65'-10" 32'-101/Y' FLURE,AN EMERGENCY
<br /> SYSTEM SHALL AUTOMAT CIN EVENT OF POWERLALLYILLUMINATEAREASREQUIREDRPER OOTCANDLEIATTHEWALKING BUCARRAGEGS
<br /> j T / 'T / 'T IBC SECTION 1006.3INCLUDING CORRIDORS,EXIT ENCLOSURES,EXIT
<br /> - U PASSAGEWAYS,INTERIOR EXIT DISCHARGE ELEMENTS AND EXTERIOR 1 DEEP PER MANUFACTURER.
<br /> LANDINGS FOR EXIT DISCHARGE DOORWAYS.
<br /> C. EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FORA TO BE USED AS EMERGENCY
<br /> •A DURATION OF NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF LIGHTING PER IBC SECTION /A� /^�
<br /> BUILDING G-FOUNDATION STORAGE BATTERIES,UNIT EQUIPMENT OR AN ON SITE GENERATOR. FIXTURE TO PROVIDE MIN.90
<br /> SEE STAIR SECTIONS ON SHEET A621 FOR EMERGENCY LIGHT FIXTURE MINUTES OF ILLUMINATION INTHE EVENT OF A POWER
<br /> 00 LOCATION.
<br /> FAILURE. BID/CONSTRUCTION
<br />
|