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\I <br /> s JOHNSON BRAUNDl- <br /> N A.k A483 A.1 3 A.2 15200 52nd Ave.South <br /> A483 Suite 300 <br /> Seattle,WA 98188 <br /> Phone 206.766.8300 <br /> W++W.johnsonbraund-m <br /> ARCHITECTURE <br /> 9A 9A INTERIOR DESIGN <br /> Greg L.All ine,AIA <br /> Jeffrey A.Williams,AIA <br /> I <br /> WALL ASSEMBLY ELEVATOR HOIST BEAM <br /> PER PLANS 5 HATCH INDICATES 2HR <br /> 2X6 SILL PLATE ---------------------- -------T --------- A483 ELEVATOR ENCLOSURE WALL <br /> 7A NO PLUMBING PENETRATIONS <br /> - ---------------- - ----- A.1 <br /> ti FLOOR LEVEL <br /> 4 I <br /> ROOF _ ROOF8556 <br /> RIM JOIST 55'-21/8" 55F 2t/8" REGISTERED <br /> DOUBLE 2X6 - 4J2 ARCHITECT <br /> TOP PLATE 7J - <br /> 7J 7D <br /> nt ry <br /> FFHEY AHTH[1H A'ILLIAhI' <br /> \ 7D 7J STATE OF WASHINGTON <br /> 3500#STRETCHER CAB <br /> MAINTAIN RATING OF /FLO.R <br /> 7A SIZED STRETCHER <br /> ETCHERACCOM WITE <br /> ASSEMBLY 5"RADIUS PER IBC LOCATE ELEVATOR CALL <br /> SHAFT ENCLOSURE.NO PER PLANS 8D 8D BUTTONS BETWEEN CABS <br /> PENETRATIONS PERMITTED SECTION 3002.4 <br /> LEVEL6 LEVEL <br /> � STAR OF LIFE HOISTWAY <br /> 3 ' IDENTIFICATION <br /> FOR STRETCHER ELEVATOR <br /> A483 7J PER IBC 3002 4 <br /> I <br /> n M 7J <br /> 7D 4J2 e <br /> a <br /> ELEVATOR SHAFT WALL AT ADJACENT FLOOR i I � s <br /> t vz"=r-o" — 7A <br /> SD BD I <br /> _ LEVEL _ LEVEL <br /> 38'-0 1/4" 3V-0 1/4" <br /> SILL ASSEMBLY BY <br /> ELEVATOR MANUF.- <br /> GROUT CHANNEL 4J2 <br /> SOLID 7J <br /> zA <br /> 5"DOOR SPACE A 7C A.K <br /> 7D C <br /> m _ <br /> 7A / 2 BUILDING A ELEVATOR PLAN-FLOORS 2-6 <br /> ti FLOOR LEVEL 1/4"=T-0" <br /> y � SD SD <br /> C <br /> 77 LEVEL4 LEVEL <br /> 28'-10 1/2" 28'-10 1/2" ISSUE DATE: Issue Date <br /> STEEL CHANNEL <br /> SUPPORT-SECURE <br /> ADEQUATELY <br /> 4J2 <br /> BENT STEEL PLATE - 7J <br /> SUPPORT <br /> m 7C <br /> STEEL ANGLE /�/ - 7D `� O - `� O <br /> GROUT STOP HATCH INDICATES 2HR <br /> (FLOOR ASSEMBLY - A483 7A 5 ELEVATOR ENCLOSURE WALL <br /> PER PLANS w w NO PLUMBING PENETRATIONS <br /> 1/4"PLYWOOD SD SD 16 A483 A.1 <br /> BEAM PER STRUCTURAL - <br /> LEVEL3 LEVEL <br /> MAINTAIN RATING OF3/4" 19'-8 3/4" <br /> SHAFT ENCLOSURE.NO <br /> PENETRATIONS PERMITTED 7J I 6-11" <br /> LR HOISTWAY € <br /> - <br /> z. <br /> A483 7J <br /> �� ELEVATOR TRANSITION DETAIL 7Dzo <br /> 21 <br /> 1 1/2"=T-O" <br /> 7A � <br /> 3500#STRETCHER CAB ¢ ° <br /> 2B 26 SIZED STRETCHER <br /> ETCHER WITH <br /> UJ <br /> 24X84"STRETCHER WITH 1 B y LOCATE ELEVATOR CALL � <br /> LEVEL 2 _ LEVEL 5"RADIUS CORNERS PER IBC O 4J tO BUTTONS BETWEEN CABS C <br /> SECTION 3002.4 = d rn z <br /> I z <br /> z / L <br /> } <br /> IDENTIFICATION <br /> E 3 G <br /> `\ m <br /> � STAR OF LIFE HOISTWAY d a <br /> 1 3 <br /> z --��—- - " FOR STRETCHER ELEVATOR 3 - <br /> O 3"X 31W STEEL ANCHOR- v A483 z V <br /> STEEL BAR I PER IBC 3002 4 <br /> m STRINGERS z BOLT TO WALL(TYP) - - <br /> 8 B 16 <br /> zl WITH 2O"WIDEX 1 - 1B A483 � L w' <br /> 3/4"DIAM RUNGS w CONCRETE SLAB- \ ' 8 <br /> @ 12"O.C. a SEE STRUCTURAL <br /> I � <br /> NI FLOOR LEVEL—-— - III p w z o< w <br /> • • • o U m m <br /> E _:a o o _ LEVEL 1 _ - LE_VEL� m <br /> U 1 I-III-III-III-III-I o" o„ V °a a $3 N s <br /> � III—III—III—III-1TI=ITI—III �=1T= j —III I�1= I1=1 I�I' '1=1 I r o a E W Q w <br /> ti a¢ =1=1I1=1I1=1I =1I1= —I I1= REC LEVEL —I I• =1I1- REC LEVEL <br /> o LL a o ° m g <br /> a z III-111-1 -111-1 III-1 I, 1=1 I1= III=IIII I1= 11=1�I 1=1 1= m a <br /> �2 21/2"X21/2"X3/8" a LI ((CONCRETE PIT-SEE III III '. III III <br /> STRUCTURAL _ SUMP PIT <br /> STEEL ANGLE WELDED ICI- II -III'. PROVIDE SUMP -` '1 I' 1 1° •, _ .°•, ° .I 1 ' •>--'1 <br /> TO STRINGER-BOLT a DAMPPROOFING -_P III-_ PUMP 1 8rrr3 <br /> TO PIT FLOOR =1f1 ll1 ll1-ll1 ll 111 ll= =ll1 =ll1 ll1=ll1=ll1= =ll1 @EACH —III III=1fi � qll—III III—IIuIII—III—III—III—IpI—III—III—III III—III—I PROJECT 1827 <br /> a.: —III—III—I IwATER STOP =11—I11=III=III=11 I-1=1 1=1 ___ I1= ELEVATOR W ITH 11=1 �I I11 =1I1=III=1I1=III=1I1=III=1I I�I#� rl I1=1I1=1I1=I 1=1I1=I <br /> — — III—III —III=1 =1 III—I11=III=III=III=III=1 =11I-1 -11I-1 -1I-1 -1I-1 I 1=1I( -1I I <br /> o -- - -, - -, -, PERFORMANCE <br /> - DRAWN BY: Author <br /> III III III <br /> o -> III=III=111-111-1TIL— —IL=IIL—IIL—IIL= -11L= -11L=1 -11L—IIL—IIL—IIL—III�IIL—IIL—IIL—IIL—I L—IIL—Ilk 13UILDINGAELEVATORPLAN- FLOOR1 <br /> �.°:.•a,.°:.,ta: =J 1 MINIMUM F <br /> -III-III- 3000 GAUHR 1/4"=1'-0" CHECKED BY: Checker <br /> g I I�II I I=III=1I1=1I�I I1=1I�I I1-1 I 1111�II I I-I" I <br /> IIJILIII=I�IJII—I�Iti <br /> ELEVATOR TYPE 1 <br /> j / 8­� PIT LADDER DETAIL PLAN AND SECTION <br /> ui / 3"� BUILDING A ELEVATOR SECTION NS r5 BUILDING A ELEVATOR SECTION EW A4 8 3 <br /> z <br /> wi PERMIT SET 10/09/2020 <br />