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8102 EVERGREEN WAY 2020 EVERETT 4 CORNERS - BLDG A Plans 2025-06-20
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8102 EVERGREEN WAY 2020 EVERETT 4 CORNERS - BLDG A Plans 2025-06-20
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Last modified
6/20/2025 7:33:04 AM
Creation date
5/9/2025 10:56:40 AM
Metadata
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Template:
Address Document
Street Name
EVERGREEN WAY
Street Number
8102
Tenant Name
EVERETT 4 CORNERS - BLDG A
Permit
B2010-048
Year
2020
Notes
FOUR CORNERS APTS - BLDG A-5, OVER 1 MULTIFAMILY RESID BLDG
Address Document Type
Plans
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a 20 <br /> A500 <br /> TYPICAL ROOFICEILING ASSEMBLY-1 HOUR TERMINATE TOP OF WATER TYPICAL ROOF/CEILING ASSEMBLY-1 HOUR <br /> COMPOSITION SHINGLE ROOFING 20 RESISTANT BARRIER W/SEALANT. COMPOSITION SHINGLE ROOFING <br /> ROOF UNDERLAYMENT,ICE&WATER SHIELD A500 gq TYP.(AIR BARRIER) ROOF UNDERLAYMENT,ICE 8 WATER SHIELD TYPICAL ROOF/CEILING ASSEMBLY-1 HOUR <br /> TERMINATE TOP OF WATER gq ROOF SHEATHING PER STRUCTURAL gq ROOF SHEATHING PER STRUCTURAL COMPOSITION SHINGLE ROOFING(AT OHNSON BRAUND- <br /> a RESISTANT BARRIER W/SEALANT. PRE-MANUFACTURED ROOF TRUSSES @ 24"O.C. PRE-MANUFACTURED ROOF TRUSSES @ 24"O.C. EXPOSED AREA ONLY) 15200 52nd Ave.South <br /> a TYP.(AIR BARRIER) R-49 BATT INSULATION R-49 BATT INSULATION ROOF UNDERLAYMENT,ICE&WATER SHIELD Suite 300 <br /> 1/2"RESILIENT CHANNELS @ 24"O.C. 1/2"RESILIENT CHANNELS @ 24"O.C. ROOF SHEATHING PER STRUCTURAL Seattle,WA 98188 <br /> 5/8"TYPE'X'GWB,PAINTED @ BOTTOM FACE OF TYPICAL ROOF/CEILING ASSEMBLY-1 HOUR 518'.TYPE'X'GWB,PAINTED @ BOTTOM FACE OF PRE-MANUFACTURED ROOF TRUSSES @ 24" Phone 206.766.8300 <br /> ASSEMBLY COMPOSITION SHINGLE ROOFING(AT EXPOSED AREA ONLY) ASSEMBLY O.C. —phnsonhmund— <br /> ROOF UNDERLAYMENT,ICE&WATER SHIELD R-49 BATT INSULATION ARCHITECTURE <br /> ROOF SHEATHING PER STRUCTURAL 94 1/2"RESILIENT CHANNELS @ 24"O.C. <br /> PRE-MANUFACTURED ROOF TRUSSES @ 24"O.C. TERMINATE TOP OF WATER 5/8"TYPE W GWB,PAINTED @ BOTTOM FACE INTERIOR D E S I G N <br /> BUILD OVER GABLE R49 BATT INSULATION RESISTANT BARRIER W/SEALANT. OF ASSEMBLY Greg L.Alims, <br /> FRAMING PER STRUCTURAL 1/2"RESILIENT CHANNELS @ 24"O.C. TYP.(AIR BARRIER) Jeffrey A.Williams, <br /> 5/8"TYPE'X'GWB,PAINTED @ BOTTOM FACE OF ASSEMBLY <br /> TERMINATE TOP OF WATER <br /> RESISTANT BARRIER W/SEALANT. <br /> w TYP.(AIR BARRIER) <br /> TOP OF PLATE = TOP OF PLATE TOP OF PLATE TOP OF PLATE <br /> SEAL TOP PLATE OF STUD WALL - SEAL TOP PLATE OF STUD WALL <br /> (AIR BARRIER) 4 - (AIR BARRIER) <br /> A500 <br /> 855 <br /> °° 6� REGISTERED <br /> O p O p <br /> ARCHITECT <br /> O 7A FIBER-CEMEN FIBER-CEMENT <br /> d EXTERIOR FINISH o: EXTERIOR FINISH, exxev>aTxc�rs wnJJAM <br /> 3 TYP 3 TYP. STATE ar wnsxlxcTox <br /> A500 A500 <br /> STAMP <br /> 7A TOP OF GYPCRETE/LVL 6 7A 8D TOP OF GYPCRETE/LVL6 7A BD <br /> TOP OF GYPCRETE/LVL 6 TOP OF GYPCRETE/LVL 6 <br /> - TOP OF PLATE _ - TOP OF PLATE TOP OF PLATE - - TOP OF PLATE e t <br /> -J SEAL TOP PLATE OF STUD FIBER-CEMEN SEAL TOP PLATE OF STUD FIBER-CEMENT c <br /> WALL(AIR BARRIER) TRIM,TYP __ TYPICAL FLOOR/CEILING ASSEMBLY-1 HOUR WALL(AIR BARRIER) TRIM,TYP. TYPICAL FLOOR/CEILING ASSEMBLY-1 HOUR R <br /> TYPICAL FLOOR/CEILING ASSEMBLY-1 HOUR FLOOR FINISH MATERIAL TYPICAL FLOOR/CEILING ASSEMBLY-1 HOUR FLOOR FINISH MATERIAL a <br /> GYPCRETE TOPPING GYPCRETE TOPPING ur o$ <br /> FLOOR FINISH MATERIAL SOUND CONTROL MAT @ HARD FINISH AREAS FLOOR FINISH MATERIAL SOUND CONTROL MAT @ HARD FINISH AREAS <br /> GYPCRETE TOPPING FLOOR SHEATHING PER STRUCTURAL GYPCRETE TOPPING FLOOR SHEATHING PER STRUCTURAL <br /> SOUND CONTROL MAT @ HARD FINISH AREAS FLOOR FRAMING PER STRUCTURAL SOUND CONTROL MAT @HARD FINISH AREAS FLOOR FRAMING PER STRUCTURAL <br /> NOTE:LVL 5 NOT SHOWN FLOOR SHEATHING PER STRUCTURAL NOTE:LVL 5 NOT SHOWN FLOOR SHEATHING PER STRUCTURAL <br /> FLOOR FRAMING PER STRUCTURAL NOTE:LVL 5 NOT SHOWN SOUND CONTROL INSULATION FLOOR FRAMING PER STRUCTURAL NOTE:LVL 5 NOT SHOWN SOUND CONTROL INSULATION <br /> 1/2"TYPE'RESILIX'GWB,PAINTED @BOTTOM FACE OF ASSEMBLY <br /> CHANNELS @ 24"O.C. 1/2"RESILIENT CHANNELS @ 24"O.C. <br /> 5/8" <br /> SOUND CONTROL INSULATION SOUND CONTROL INSULATION 5/8 TYPE'X'GWB,PAINTED @BOTTOM FACE OF <br /> ,/2"RESILIENT CHANNELS @ 24"O.C. ASSEMBLY 1/2"RESILIENT CHANNELS @ 24"O.C. ASSEMBLY <br /> 5/8"TYPE'X'GWB,PAINTED @BOTTOM FACE OF 5/8"TYPE'X'GWB,PAINTED @BOTTOM FACE OF <br /> ASSEMBLY ASSEMBLY c <br /> 7A <br /> 8D TOP OF GYPCRETE/LVL 4 8D TOP OF GYPCRETE/LVL 4 BD TOP OF GYPCRETE/LVL 4 cLr) BD TOP OF GYPCRETE/LVL 4 0 <br /> - TOP OF PLATE - I I TOP OF PLATE N TOP OF PLATE - - TOP OF PLATE <br /> a - <br /> = i A500 = = A500 <br /> TYPICAL EXTERIOR WALL ASSEMBLY-1 U TYPICAL EXTERIOR WALL ASSEMBLY-1 u <br /> = HOUR i a = HOUR = a y <br /> FIBER-CEMENT SIDING FIBER-CEMENT SIDING LLO 0: <br /> AIR&WEATHER RESISTIVE BARRIER O u u AIR 8 WEATHER RESISTIVE BARRIER O LL <br /> O EXTERIOR SHEATHING PER STRUCTURAL O O EXTERIOR SHEATHING PER STRUCTURAL o O <br /> ~ EXTERIOR WALL FRAMING PER STRUCTURAL @ ~ ~ EXTERIOR WALL FRAMING PER STRUCTURAL <br /> LL 7A R-21 BATT INSULATION iO a u R-21 BATT INSULATION <br /> 5/8"TYPE'X'GWB,PAINTED @ INSIDE FACE O 5/8"TYPE W GWB,PAINTED @ INSIDE FACE O <br /> A500 OF ASSEMBLY o O A500 OF ASSEMBLY N rc <br /> � ~ o <br /> 8D TOP OF GYPCRETE/LVL 3 j 7A SD TOP OF GYPCRETE/LVL 3 BD TOP OF GYPCRETE/LVL 3 j 7A BD TOP OF GYPCRETE/LVL12 <br /> 3 'a <br /> TOP OF PLATE TOP OF PLATE I TOP OF PLATE - I TOP OF PLATE <br /> 2 2 = - <br /> N N A500 bi m A500 <br /> ((D TYPICAL EXTERIOR WALL ASSEMBLY-1 HOUR (D =O TYPICAL EXTERIOR WALL ASSEMBLY-1 HOUR �€ <br /> w w FIBER-CEMENT SIDING w w FIBER-CEMENT SIDING <br /> AIR&WEATHER RESISTIVE BARRIER SHEETING AIR&WEATHER RESISTIVE BARRIER SHEETING C <br /> EXTERIOR SHEATHING PER STRUCTURAL EXTERIOR SHEATHING PER STRUCTURAL o <br /> p EXTERIOR WALL FRAMING PER STRUCTURAL w0 p EXTERIOR WALL FRAMING PER STRUCTURAL <br /> 7A F R-21 BATT INSULATION F R-21 BATT INSULATION Q 3 0 <br /> R-38 SPRAY FOAM 5/8"TYPE W GWB,PAINTED @ INSIDE FACE OF 5/8"TYPE'X'GWB,PAINTED @ INSIDE FACE OF c o <br /> w INSULATION ASSEMBLY w ASSEMBLY y dO1 <br /> L �3 <br /> 2B 7A 26 26 13 7A 2B = w'd p® <br /> TOP OF CONC./LVL 2 1 1/2"R-10 RIGID TOP OF CONCRETE/LVL 2 TOP OF CONC./LVL 2 _ _ TOP OF CONCRETE/LVL 2 L w - p <br /> 1 1/2"R 10 RIGID— <br /> IGI A500 <br /> - - - INSULATION AT - -— -— - -—- SLAB EDGE INSULATION AT O a O w o p3 <br /> SLAB EDGE 'L /1, O y 3w <br /> O TERMINATE BOTTOM �' - 1 1/2"R-10 RIGID TERMINATE BOTTOM V a t a zw <br /> _ OF WATER RESISTANT INSULATION AT SLAB EDGE OF WATER RESISTANT 0o a E w�'- 3� <br /> _ BARRIER W/SEALANT. BARRIER W/SEALANT. Z o� <br /> ZI p METAL FLASHING TYP.AIR BARRIER TERMINATE BOTTOM TYP.AIR BARRIER 0 w Z V o m u <br /> z OVER PROTECTION DRIP EDGE z z OF WATER RESISTANT DRIP EDGE O LL N O" to <br /> O BOARD FLASHING O BARRIER W/SEALANT. <br /> ! 4 a a TYP.AIR BARRIER FLASHING 4 <br /> N > <br /> DRIP EDGE FLASHING <br /> U �u EDGE <br /> R-10 RIGID w w J FOR WALLS AT LEVEL 1 REFER TO PLANS <br /> I INFORMATION SHOWN IS GENERAL, <br /> ` w INSULATION AT SLAB w INFORMATION SHOWN IS GENERAL, w w <br /> y w EDGE w 4D FOR WALLS A7 LEVEL 1 REFER TO PLANS w MESH SCREENS FOR GARAGE VENTILATION, w 16 FOR WALL TYPE AND LOCATIONS. <br /> REFER TO PLANS AND ELEVATIONS FOR a <br /> E o a FOR WALL TYPE AND LOCATIONS. a 1 <br /> O F = = ADDITIONAL INFORMATION A502 = TYPICAL SLAB ON GRADE <br /> U x TYPICAL SLAB ON GRADE ASSEMBLY <br /> CONCRETE SEALER w TYPICAL SLAB ON GRADE w INFORMATION SHOWN IS GENERAL, w ASSEMBLY <br /> O = 4"CONCRETE SLAB PER STRUCTURAL = ASSEMBLY = FOR WALLS AT LEVEL 1 REFER TO PLANS x CONCRETE SEALER <br /> IL of VAPOR BARRIER CONCRETE SEALER to FOR WALL TYPE AND LOCATIONS. w 4"CONCRETE SLAB PER STRUCT. <br /> N u 4"CAPILLARY BREAK LAYER PER '� 4"CONCRETE SLAB PER STRUCT. u w VAPOR BARRIER <br /> O _ O O 4"CAPILLARY BREAK LAYER PER <br /> r m O GEOTECHNICAL REPORT F VAPOR BARRIER O TYPICAL SLAB ON GRADE ASSEMBLY r <br /> w 4"CAPILLARY BREAK LAYER PER CONCRETE SEALER GEOTECHNICAL REPORT <br /> LL <br /> 11 <br /> ,D GEOTECHNICAL REPORT 4"CONCRETE SLAB PER STRUCTURAL LL <br /> u VAPOR BARRIER <br /> E _�_�_ � -III=11I-I11= III=11 =11I-I 1D 4"CAPILLARY BREAK LAYER PER =11I I11=III=11I <br /> It, <br /> GEOTECHNICAL REPORT III= =III=III=III w 5 <br /> o =III III III w i I=III=1 =III =1 1=III 1 1=III U PROJECT#: 1827 <br /> o -11I-III-III=1 �I -III-I =ll III=1 -1� w <br /> p [ = = = =1 -I -III-�1 1=1I III-J1 III-I 1=1 1=1I-III.' Q w <br /> -ll1-ll-ll�Jll 2A > �11=11-111- 11=1I - =1II 111=1I1=111 2A > N DRAWN BY: AT <br /> 2A =III-III-III 11 _III-III-III=III=III-III=1 III=III 2A =1 =III -=hl <br /> T.O.C./LEVEL 1 III-III=1 -1 T.O.C. III-III-III=III=III=1I -III-I T.O.C./LEVEL 1 <br /> _ _ T.O.C. CHECKED BY: ST <br /> g =� _— <br /> y o"o 0 0 0 0 0 0°o o o 0 0' III III III_III III III o00 000 0 ,III=III III III-III-III III=III •o p o•o o o o� II_III Ills `�II III-.,.o 0 000•o <br /> -III-1 III =Jll-III III=Jll-II�ll1=L-II - - �II[� F IIIIIIII =III-III=III=11 WALL SECTIONS <br /> � I-11I-1I III-II-1II-111= I�III_II1=1II=III_III.°. III=III_II II1=1I 11=�=_I11=_�=1I1=1�11=1I1=1II _ - _ - Tff=1Tf= <br /> 1=11=1 1=11�1�-1 -J1= III 1=111 -III-III-III=11 III=III=III- `III-111`I I-III-111_I11=III-III -III=� =III= =11=11 F11III. <br /> L l I I-1 11=1�1�1 11=111 .- 1�1�1 11-1�=1 11= 11=1�I N ��1=1 I I 111�1�1=111=111- <br /> I�i ll l ll l ll 1 :° � - �b rl l 11111111 l ll l 1111111I-I I-I I-.d:-rn-1�1-III-1 I ITI I I I-1 jWA. <br /> I l I 1-1T-III-111-11 11�1�1-1 I�1�1-1� �I-_ �-1 T _ = 1=ll 1=Jll=„I <br /> =1 1=1 --" �1L=- =-I j 1 . ll1=ll -ll Jl- -ll1= -lll 1111 -111-I T I I T I-1 T 1-� - 111_I I I-111-I;,-,: 1-1 1-1���1-I I�1�1-III- _ <br /> I-1�1-III - - =1 I I-1 11=1TI=1 I k�1 T 1-111.: I T I 1 T 1-I 11=1 T 1=1 11=1 T 1=1 T I <br /> -III-III-III=1 I I=III=1 11=1�1=1 11=111=1 11=111=1 11=111 I I 1-I I�-' A500 =- . III-� I��-. -_ =11 ;.: e I-I II- <br /> _ -1 I: -III,II'LI ll-bll = =-= -I = 1 -ll �I E <br /> 1 �I 1= 111 A506 = A4 6 0 <br /> - <br /> w �a�GARAGE ENTRY WALL SECTION lGA6LE1 ��TYPICAL WALL SECTION(CANTILEVER% TYPICAL WALL SECTION(GABLE% TYPICAL WALL SECTION(SAVE/GABLE% PERMIT SET 10/09/2020 <br /> 'i 1/2"=V-0" 10=1'A" 1/2"=V-0" 1/2=V-0" <br />
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