APPROVED PLN BLD-RESUB 1 BLD2022-1742+Architectural_Plan+3.7.2023_11.35.09_PM+3407889TSEHAY RES. INTERIOR ALTERATION FOR
AFH CONVERSION
v, ifA I D
NOTES GENERAL NOTES SYMBOL NOTATION PROJECT
NOTE: OWNER:
2018 IRC R310.1 Emergency Escape and Rescue 1. THESE GENERAL NOTES PERTAIN TO WORK DESCRIBED ON ALL CONTRACT TESEHAY GHEBRESILASSIE
Opening Required DOCUMENTS. � we nfa+ru�r. 8907 192ND ST SW, EDMONDS, WA 98026
Basements, habitable attics and every sleeping room 2. THE CONTRACT DOCUMENTS CONSIST OF THE OWNER CONTRACTOR AGREEMENT, ra. ':1iaROw (t .HMw,�)
- - shall have not less than one operable emergency THE CONDITIONS OF CONTRACT GENERAL, SUPPLEMENTARY, AND OTHER w4an�c ARCH. DESIGNER:
p g y ( SATTNSi1tAT1gl9 eMD DESIGN PRACTICE
escape and rescue opening. CONDITIONS), THE DRAWINGS, THE SPECIFICATIONS, AND ALL ADDENDA ISSUED PRIOR oaoQEllrr ANT�AIU1aEM9tP1
04151
TO AND ALL MODIFICATIONS ISSUED AFTER EXECUTION OF THE CONTRACT. FF_ `°CEUM `° B�` ermias@eMDdesignpractice.com
2018 IRC R310.2.1 Minimum Opening Area 3. eMD IS THE AUTHOR OF THESE PLANS AND CLAIMS A COPYRIGHT IN THESE PLANS • ¢ ru'CMUBLOU
Emergency and escape rescue openings shall have a AND THE DESIGNS CONTAINED IN THESE PLANS. THIS CLAIM IS MADE UNDER TITLE 17 �E�+ FIRAT _ � RDOr5M)PE STRUCT. ENGINEER
T net clear opening of not less than 5.7 square feet. OF THE UNITED STATES CODE AND ALL APPLICABLE TREATIES AND FOREIGN LAWS. HDOFU PEPLM �--- Eor r> AM ENGINEERING
The net clear opening dimensions required b this THESE COPYRIGHTED DRAWING FILES ARE TO BE USED FOR REFERENCE ONLY. eMD asrade@amengineering.works
p g q Y a� s�T>ox is =1a : UODp sm3t ELFs
_ - section shall be obtained by the normal operation of WILL TAKE NO RESPONSIBILITY FOR ANY CHANGES MADE TO THESE DOCUMENTS BY M 4*
the emergency escape and rescue opening from the ANOTHER PARTY AND NO LICENSE IS GIVEN FOR TRANSFER OF THESE COPYRIGHTS TO Y4UY? RIVIM
inside. The net clear height opening shall be not less ANOTHER PARTY. '� PROPERTY INFO
than 24 inches and the net clear width shall be not 4. THE WORK COMPRISES THE COMPLETED CONSTRUCTION REQUIRED BY THE „ WALL`"0"`T`� ac YWWAX �_ 1_ °6"1'a
less than 20 inches. CONTRACT DOCUMENTS AND INCLUDES ALL LABOR NECESSARY TO PRODUCE SUCH WopMM Cif lJ 9 iFi? ADDRESS: 8907 192ND ST SW,
Exception: Grade floor or below grade openings shall CONSTRUCTION, AND ALL MATERIALS AND EQUIPMENT INCORPORATED OR TO BE UEFAKCALLOUT COKMURDINr EDMONDS, WA, 98026
ha net cle ening of less 5 squ eet INCORPORATED IN SUCH CONSTRUCTION. ti 7) �rwSWSHE►NNC,
5. SHOP DRAWINGS, PRODUCT DATA AND SAMPLES ARE NOT A PART OF THE UJNT9lA ME APN: 00434600002811
-�� CONTRACT DOCUMENTS. THE DESIGNER WILL REVIEW THEM, BUT ONLY FOR °glur"ur+ LOT: N/A LL
_ I A� F:fVATtaFi91J81}SE
2018 IRC R310.2.2 Window Sill Height CONFORMANCE WITH THE DESIGN CONCEPT OF THE WORK AND WITH THE AufOEr11ex
+ MATCH LW ZONE: RS-12
Where a window is provided as the emergency INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL NOT �+` e
escape and rescue opening, it shall have a sill height BE RELIEVED OF RESPONSIBILITY FOR ANY DEVIATION FROM THE REQUIREMENTS OF NAME -- arrrrrAR& AIG+ l%UL+1TkM
of not more than 44 inches above the floor; where the THE CONTRACT DOCUMENTS BY THE DESIGNER REVIEW OF SHOP DRAWINGS, b MMSER-_ -. so.Em: MO uv
sill height is below grade, it shall be provided with a PRODUCT DATA OR SAMPLES. aHD u� PL r SHEET INDEX
t .1 window well in accordance with Section R310.2.3. 6. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONTRACT w1 a+ - - - �5„� s�Ea 0
DOCUMENTS AND SHALL AT ONCE REPORT TO THE DESIGNER ANY ERROR, (V
I! 8 IRC ion R3 dult Fa Homes 1 INCONSISTENCY OR OMISSIONS HE MAY DISCOVER. THE CONTRACTOR SHALL 1; rT y,°�p �LOq� -� -t - {'� °�'� ARCHITECTRURAL STRUCTRUAL 0
2018 IRC R330.6 Escape Windows and Doors PERFORM NO PORTION OF THE WORK AT ANY TIME WITHOUT CONTRACT DOCUMENTS -x -x - EWE UK TECTW
co
Every sleeping room shall be provided with OR, WHERE REQUIRED, APPROVED SHOP DRAWINGS, PRODUCT DATA OR SAMPLES A0.1 TITLE SHEET S1.1 WOOD DETAILS Z
emergency escape and rescue windows as required FOR SUCH PORTION OF THE WORK. 5+ul MSEWR T w a°aril r A1.0 SITE PLAN S1.2 WOOD DETAILS O
by Section R310. No alternatives to the sill height 7. ALL WORK IS TO CONFORM WITH THE CONTRACT DOCUMENTS. DRAWINGS ARE NOT A2.1 DEMO PLAN S2.1 FOUND. PLAN _
such as steps, raised platforms or other devices TO BE SCALED FOR INFORMATION IF UNABLE TO LOCATE DIMENSIONS FOR ANY ITEM OF r.+r►k+FS -n'�v - r[vi�ne A2.2 FLOOR PLAN Q
p p �,r,�� S2.2 UPPER FRAMING
placed by the openings will be approved as meeting this WORK, CONSULT WITH THE DESIGNER BEFORE PROCEEDING WITH CONSTRUCTION. _ w,ATSIM F1 A3.1 ELEVATION S2.3 ROOF FRAMING
requirement. 8. IN THE EVENT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN
-'- A9.1 DETAIL Q
ON THE CONTRACT DOCUMENTS, THEN THEIR CONSTRUCTION SHALL BE OF THE SAME
Note: CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN OR CALLED FOR AND CODES 0. C�
All grabbars should be installed on H. SHALL BE REVIEWED BY THE DESIGNER.
blocking w/ capable of risisting a 2501b 9. ALL WORK SHALL BE PERFORMED WITHIN STRICT CONFORMANCE TO THE MINIMUM
load R301.5 STANDARDS OF THE CURRENT EDITION OF THE INTERNATIONAL BUILDING CODE AND BASED ON THE 2018 I.R.C, 2018 UPC, 2018 WA 0
I ALL APPLICABLE NATIONAL, STATE, AND LOCAL LAWS, REGULATIONS AND ORDINANCES. '- - E R D C -' -' TE - -' STATE ENERGY CODE, AND 2018 WA STATE
NOTE: 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE GENERAL SAFETY DURING I DRYER DUCTS AND EXTERIOR I Q Z
' 907.2.10.5 Interconnection CONSTRUCTION, AND ALL WORK SHALL CONFORM TO PERTINENT SAFETY �
VENT CAPS ARE NOT PERMITTED AMENDMENTS 0
Where more than one smoke alarm is required to be installed REGULATIONS. I TO BE INSTALLED IN THE I OCCUPANCY GROUP R C
within an idividual dwelling unit or sleeping unit 11. THE CONTRACTOR SHALL COORDINATE LOCATIONS OF ANY AND ALL MECHANICAL, DWELLING G
in Group r or 1-1 occupancies, the smoke alarms shall be TELEPHONE, ELECTRICAL, LIGHTING AND PLUMBING INCLUDING ALL PIPING, DUCT _ _ _ _ _ _ J CONSTRUCTION TYPE VB 0 Q
interconnected in such a manner that the activation WORK AND CONDUIT. COORDINATE ALL REQUIRED CLEARANCES FOR INSTALLATION T
of one alarm will activete all of the alarms in the individual AND MAINTENANCE OF THE ABOVE EQUIPMENT. FLOOR AREA (SF) LIVING GARAGE W
unit. Physical interconnection of smoke alarms shall 12. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING HIS/HER BEST
not be required where listed wireless alarms are installed and SKILL AND ATTENTION, HE/SHE SHALL BE SOLELY RESPONSIBLE FOR ALL I EXISTING UPPER LEVEL 2,208SF W
all alarms sound upon activation of one alarm. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND EXISTING BASEMENT LEVEL 1,716SF
The alarm shall be clearly audible in the all bedrooms over FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. EXISTING ATTCHED GARAGE 780SF
background noise levels with all interventing door 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACTS AND OMISSIONS OF (142SF) Z
closed. HIS/HER EMPLOYEES, SUBCONTRACTORS AND THEIR AGENTS AND EMPLOYEES, AND GARAGE CONV. 142SF I -
OTHER PERSONS PERFORMING ANY WORK UNDER A CONTRACT WITH THE
CONTRACTOR. ` TOTAL LIVING AREA 4,066SF 638SF ^ V )
14. THE CONTRACTOR SHALL PURSUE WORK IN A CONTINUOUS AND DILIGENT MANNER V J
TO INSURE TIMELY COMPLETION OF THE PROJECT. VICINITY MAP REQUIRED SEPARATION NO W Q
- 15. THE CONTRACTOR AT ALL TIMES SHALL KEEP THE PREMISES FREE FROM 7
ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY HIS/HER OPERATIONS. ` #OF STORIES 2 L
AT THE COMPLETION OF THE WORK, HE/SHE SHALL REMOVE ALL HIS/HER WASTE `
�- MATERIALS AND RUBBISH FROM AND ABOUT THE PROJECT AS WELL AS ALL HIS/HER Sea lL �.rk `� FULL INKL r N
'- TOOLS, CONSTRUCTION EQUIPMENT, MACHINERY, AND SURPLUS MATERIALS. H..unPark �� Q
16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND/OR r
PROTECTION OF ALL EXISTING AND PROPOSED PIPING, UTILITIES, STRUCTURES, I'EI AI VILE ` lath 5iSW ENERGY NOTES =
- - -� - ADJACENT STREETS, AND IMPROVEMENTS DURING THE PERIOD OF CONSTRUCTION. LYnp�dale.Pac
17. UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS, THE CONTRACTOR E907 n Edmonds,
St 80SVVPitnk. SheJtes Costc° S"
I Edmonds, � g8t326 ` ENERGY CODE COMPLIANCE SHALL BE AS PER ��^ O
SHALL PROVIDE AND PAY FOR ALL LABOR, MATERIAL, EQUIPMENT, TOOLS, THE WASHINGTON STATE ENERGYCODE 2018. V )
CONSTRUCTION EQUIPMENT, MACHINERY, WATER, HEAT, UTILITIES, TRANSPORTATION, ` MINIMUM INSULATION (R) VALUES OR U-VALUES
AND OTHER FACILITIES AND SERVICES NECESSARY FOR THE PROPER EXECUTION AND m OF COMPONENTS SHALL BE AS FOLLOWS: co
COMPLETION OF THE WORK.
18. WHERE CONFLICTS OCCUR, COORDINATE THE LAYOUT AND EXACT LOCATION OF ` 28 MIN.
0.
t ALL PARTITIONS, DOORS, TELEPHONES AND ELECTRICAL/COMMUNICATION OUTLETS * 524 GLAZING, VERTICAL (U-VALUE) by DOOR, ENTRANCE (U-VALUE)0. MIN.
- _ AND SWITCHES WITH DESIGNER IN THE FIELD BEFORE PROCEEDING WITH CEILING INSULATION (ATTIC) R-49 MIN.
I CONSTRUCTION. CEILING INSULATION (VAULTED) R-38 MIN.
1 �li 11 19. WHERE CONFLICT IS ENCOUNTERED BETWEEN THE CONTRACT DOCUMENTS THAT INSULATED WALLS R-21 MIN.
4 Lynfw. r =
WILL MATERIALLY AFFECT THE QUALITY OR EXTENT OF THE WORK, SUCH CONFLICT SLAB EDGE AL SLEEPER: R-7.5
SHALL BE RESOLVED TO THE SATISFACTION OF THE DESIGNER BEFORE THE AFFECTED
ITEMS AND/OR MATERIALS ARE PURCHASED, FABRICATED AND/OR INSTALLED. PROJECT LOCATION FLOOR R-38 MIN.
20. WHERE PRE MANUFACTURED OR PREFABRICATED ITEMS AND/OR MATERIALS ARE -'
TO BE INSTALLED -THE CONTRACTOR SHALL VERIFY ROUGH OR FINISHED DIMENSIONS ENERGY CREDIT NOTES (1.5 CREDITS NEEDED):
IN THE FIELD PRIOR TO PURCHASE OR FABRICATION. ` 1.OPTION 3.1 (CREDIT 1.0) HIGH EFFICIENCY HVAC co
21. THE CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS TO BE FREE EQUIPMENT: ENERGY STAR RATED GAS OR N
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FROM DEFECTS FOR A MINIMUM OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE, AND F F z0 co
PROMPTLY REMEDY SUCH DEFECTS AND ANY SUBSEQUENT DAMAGE CAUSED BY THE ,„-............-LE.HFICH T _ 2.OPTION 7.1(CREDIT 0.5) APPLIANCE PACKAGE: c) o
DEFECTS OR REPAIR THEREOF, AT NO EXPENSE TO THE OWNER. GUARANTEE ALL FO THE FOLLOWING APPLIANCES SHALL BE >
PERIODS OF GREATER THAN ONE YEAR MAY BE REQUIRED AND CONTAINED WITHIN NEW AND INSTALLED IN THE DWELLING UNIT AN Lu a
THE CONTRACT DOCUMENTS. Edmonds-Woodway SHALL MEET THE FOLLOWING STANDARDS: F_
22. UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS THE CONTRACTOR High School 212eh � SW DISHWASHER,REFRIGERATOR, WASHING w
CityOf Edmonds I SHALL SECURE AND PAY FOR THE BUILDING PERMIT AND FOR ALL OTHER PERMITS AND CarMax•
MACHINE (ENERGY STAR) VENTLESS DRYER W/ _
Building Department GOVERNMENTAL FEES, LICENSES AND INSPECTIONS NECESSARY FOR THE PROPER 8°+4 r�r� MINI. CEF RATING OF 5.2 (ENERGY STAR)
Work REMODEL-AFH EXECUTION AND COMPLETION OF THE WORK. R SediSi`
23. WHERE ANY ITEM AND/OR MATERIAL IS INDICATED IN THE CONTRACT DOCUMENTS,
Address 8so�1g2NDSTsw - AND NOT NECESSARILY DETAILED IN EACH SPECIFIC CASE, BUT IS REQUIRED FOR A ` Emi*d.Cams
PROJECT DESCRIPTION
Owner TSEHAYGHEBRESILAssIE COMPLETE AND PROFESSIONAL INSTALLATION SUCH ITEM AND/OR MATERIAL SHALL BE WmCD Foods
Approved Date 4/6/2023 PROVIDED AS IF SHOWN AND DETAILED IN FULL. PROVIDE MEANS TO FURNISH AND , .+' RESU B
v 0o oo INSTALL. Interior work (Lower level only includes): To modify and remodel the
Building Official /I etH!( BG00lH�ZGci Mih $z Dt existing house (lower level) to convert it for the purpose used for AFH. Mar 08 2023
The work will consist of modification and remodeling of all the existing
Permit Number) BLD2023-0245 bedrooms and bathrooms, To add a new bathroom, modifying the 1 CITY OF EDMONDS
existing bar sink area by expanding the space. DEVELOPMENT SERVICES
M I v, DEPARTMENT
r Interior work (Upper level only includes): To remove walls in the living
i 94 Ranch Iar4e room, kitchen, and dining area (if possible, per structural engineer). To
ALL WORK SUBJECT relocate the existing kitchen area, close off the existing stair access, and
OBTAIN ELECTRICAL APPROVED �:' relocate. To modify and remodel existing bathrooms and add a new
PERMIT FROM TO FIELD Q fBRC If laundry closet /1/2 bath, lastly expand the existing master bathroom and
PLANS MUST BE IQTE i I- closet.
STATE LABOR & INSPECTION FOR ,=Ktr, SWINDUSTRIES CODE COMPLIANCE ON JOB SITE new backyard )patio.remove the existing stair for the front upper entry& Lu
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WHERE ADDITIONS OR ALTERATIONS REQUIRE A r ,
AEARMANDCODETEDC ORS INTERCONNECTED
II SEPARATE PLUMBING PERMIT C)
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DWELLING ARE REQUIRED. REFER T02018IRC REQUIRED FOR THIS PROJECT. Z z
I L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ (D 0
R314 AND R315 FOR MORE INFORMATION.
B L D2022-1742 ALL MACHANICAL FIXTURE ENT, o w o
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19'-8"
2 UF'F'tF� LEVEL.
1/4" = 1'-0"
(E) F
(E) WIND,
(E) WALL
3 Section 1
1/2111-011
WALL LEGEND
EXISTING TO REMAIN
NEW EXTERIOR STUD WALL- 2X6
@16"OC W/ SIDINGO/ HOUSE
WRAP O/PLYW'D ON EXT.
FACE, 1/2" GYP. BD. O/VAPOR
BARRIER AT INSIDE FACE AND
R-21 BATTS BTWN, U.N.O
NEW 4" INTERIOR STUD WALL - 2X4
@ 16"OC W/ 1/2" GYP. BD. EA.
SIDE AND SOUND BATT INSUL.
BTWN.USE 2X6 WHERE NEC.
FOR PLUMBING U.N.O.
EXIST 6" STUDWALL W/ R-21 INSU
FLOOR PLAN NOTES
1. ALL DIMENSIONS ARE FROM FACE -OF -STUD TO FACE -OF -
STUD,
AND FACE -OF -BLOCK TO FACE -OF -BLOCK.
21UMBER TO BE FOREST STEWARDSHIP COUNCIL CERTIFIED
DOUGLAS FIR#2 OR BETTER.
&FINISH MATERIALS NOT SPECIFIED TO BE COORDINATED
WITH OWNER.
4. PROVIDE SOLID BLOCKING BEHIND ALL FIXTURES AND WALL
MOUNTED ACCESSORIES.
5. PROVIDE WALL & FLOOR STOPS AT DOORS AS REQUIRED.
6.INTERIOR DOOR HARDWARE TO BE LEVER TYPE AND
OPERABLE WITH ONE HAND. FORCE REQUIRED TO ACTIVATE
DOOR AND HARDWARE SHALL BE 5.0 LBS. MAX. REQUIRED
EXIT
DOOR HARDWARE SHALL UNLOCK INSIDE AND OUTSIDE
MECHANISMS WHEN EXITING THE BUILDING ALLOWING
REENTRY
INTO THE AFH WITHOUT THE USE OF A KEY, TOOL OR SPECIAL
KNOWLEDGE.
7. ALL SLEEPING ROOM WINDOWS SHALL BE AS PER IRC REQ.
(N)PATIO 196SF
PER STRUCT.
(N) 3'0" X6'0" FI)
(N) 5'0"X6'8" FR W/ TEMP GL SAFTY, GLASS
NOTE:
2018 IRC R310.2.2 Window Sill Height
Where a window is provided as the emergency
escape and rescue opening, it shall have a sill heigl
of not more than 44" inches above the floor; where
sill height is below grade, it shall be provided with a
window,well in accordance with Section R310.2.3
(E) FMAILY ROOM
(N) POST
PER STRUCT.
(E) I I I I APPROVED FIVE POUND
2A:10B-C RATED FIRE
EXTINGUISHER ON EACH
FLOOR OF THE HOME
(WAC 388-76-10810)
(E) BEDROOM D
95.00S F
NS1
(N) BEDROOM E
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2' - 4"
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ER LEVEL. _ STORAGE
9' _ 00
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2A:10B-C RATED FIRE
EXTINGUISHER ON EACH
? FLOOR OF THE HOME
(WAC 388-76-10810)
(E)
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(N)3'0"X6'8"
(N)3'0"X6'8"
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(E) POST STA. (N) BAR SINK
REMIAN W/D ° (FOR PREP. AREA ONLY)
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(E) GARAGE X -
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ADD 1 HR WALL z � _ R-21 INSUL AS NEEDED
ASSEMBLY. 2X4 WOOD N (VERFY)'-
STUDS @ 16" OC. 1 HR 10' - 4"
FIRE RATED WALL Of
DETAL (SEE 7/A9.1)
13 '
A9.1
(E)WALKWAY,,,
(E) (E)
LOWER LEVEL.
1/4" = 1,_0„
24" W. HORIZ. GRAB BAR
TO BE INSTALLED AT CONTROL
END AND HEAD END WALL OF
SHOWER W/IN 6"OF FACE.
BOT @ +33"-36"
24" W. HORIZ. GRAB BAR
TO BE INSTALLED AT
BACK WALL OF SHOWER
@ +33"-36"
36" W. HORIZ. GRAB BAR
TO BE INSTALLED AT
BACK WALL OF SHOWER
@ +33"-36"
18" H. VERT. GRAB BAR TO
BE INSTALLED AT CONTROL
END AND HEAD WALL OF
SHOWER W/IN 4" OF FACE. BOT
@ +36"-42" AFF
FOLDING DOWN GRAB BAR TO BE
INSTALLED ON BOTH SIDE OF
W/C @+33+36" CENTERALINE
EXTENDING 28" FROM WALL,
TYP.DISTANCE BETWEEN GRAB
BARSSHALL BE BETWEEN 25" MIN. +
30" MAX
PERMFD. METAL IRC COMPLIANT
STAIR; STAIR MANUFACTURER TO
PROVIDE SHOP DRAWINGS
It is apparent a spiral staircase is being
installed. All welding on site or in a facility
shall be done by a WABO certified welder
or WABO certified facility.
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MN
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(E) ROOF
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22' - 5"
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DEVELOPMENT SERVICES
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DUAL GLAZED
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SOLID WALL
SHEATHING
DBL. 2x FRAMING
@ WINDOW
WINDOW SYSTEM
(SEE
JAMB.
SIDING TO MATCH EXIST.
CORNERBEAD
STRUCT.)
CORNER BEAD
1/2" GYP. BD.
SHIM AS REQ'D.
NEW OR EXIST.
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WINDOW SOLID WALL
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HEADERt SHEATHING
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SEALANT W/
SILL
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RAFTER, TYP.
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2x4 FLAT @ 4' -0"
2x4 STUD WALL @ 16" O.C.
2x DF STUD
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O.0
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1/2" GYP. BD. W/ SELF -ADHESIVE
GYPSUM BOARD
@ WINDOW
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INSULATION.
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INFILTRATION BARRIER
NAILING AS REQUIRED
BUTYL RUBBER FLASHING W/ SELF -
R=10 RIGID A AS SHOWN.
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2x4 BOTTOM PLATE
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WINDOW SILL
1 3" = V-0"
2 WINDOW JAMB
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3 3" = V-0"
4 WALL TO PRARALLE
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11
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TOP PLATES
STAINLESS STEEL GRAB
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1 1 /4" MAX DIA
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49 PERCENT 4F STUD DEPTH
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STRUCTURAL NOTES
DESIGN AND CONSTRUCTION SHALL CONFORM TO THE 2018 INTERNATIONAL BUILDING CODE (IBC).
CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO THE START OF
CONSTRUCTION.
CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURAL COMPONENTS OF THE
NEW AND EXISTING STRUCTURE UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN
ACCORDANCE WITH THE PLANS.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS,
TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HIS WORK.
(E) FLOOR PLYWOOD
(N) SIMP LUS HANGER
(E) BEAM TO REMAIN, -
CONTRACTOR TO VFY
(N) ECCQ CAP
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(N) POST PER PLAN
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(E) FOOTING----,,
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STAGGERED SET IN EPDXY (4" EMBED)
INTO (E) SLAB— ON—GRADE/(E)FTG
so. (E) SLAB —ON —GRADE
ROOF SNOW 25 PSF
ROOF DL 12 PSF
(N) GL HEADER BEAM PER PLAN
=III=III=III=11I I11=III=III=III=
(E) FLOOR BEAM (N) 2x FLOOR JOISTS
(N) SIMP LCE4 CAP OR SIMILAR=1
I1=1I1=1 I1=-1I1=1I 1=1I1=1 i'
FLOOR ILL 40 PSF
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(N) HEADER BEAM
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PER PLAN
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DECK LL 60 PSF
PER PLAN PER PLAN
DECK DL 12 PSF
SOIL BEARING 1500 PSF (ASSUMED)
CARPENTRY
POST - 6X, 8X DOUG-FIR #1, Fb =1200 PSI
FRAMING - 2X, 4X HEM -FIR #2, Fb = 850 PSI
GLU-LAM 24F-V4
LSL Fb = 2325 PSI, E = 1.55E6
FRAMING HARDWARE DESIGNATIONS ARE SIMPSON STRONG -TIE. USE FULL AMOUNT OF FASTENERS
SPECIFIED BY MFR. HARDWARE IN CONTACT WITH PRESERVATIVE TREATED WOOD SHALL BE Z-MAX
OR HOT -DIPPED GALVANIZED.
FRAMING NAILING SHALL CONFORM TO TABLE 2304.10.1 OF THE 2018 IBC LINO.
HEADERS SHALL BEAR ON (2) 2X TRIM STUDS.
WALL: 15/32" THICK PLYWOOD OR OSB, 32/16, OR 1/2" THICK, 24/0. SHEATHING MAY BE LAID UP
HORIZONTALLY OR VERTICALLY, UNSUPPORTED EDGES SHALL BE BLOCKED AND ALL EDGES SHALL BE
NAILED WITH 8d @ 6"oc, NAIL WITH 8d @ 12"oc AT INTERMEDIATE SUPPORTS. NAIL SHEAR WALL
SHEATHING TO ALL HOLDOWN STUDS USING EDGE NAIL SPACING WHEN HOLDOWN STUD DOES NOT
OCCUR AT PANEL EDGES.
FLOOR SHEATHING: 3/4" PLYWOOD OR OSB, T&G, 48/24 EXT GRADE
NAIL FLOOR SHEATHING WITH 8d COMMON (.131 x 2-1/2" DIA) @ 6" O.C. AT PANEL EDGES AND 10"
O.C. AT INTERMEDIATE SUPPORTS.
CONCRETE
COMPRESSIVE STRENGTH @ 28 DAYS = 2500 PSI. PROVIDE A MINIMUM OF 51/2 SACKS CEMENT PER
CUBIC YARD. CONCRETE EXPOSED TO WEATHER SHALL BE AIR ENTRAINED.
REINFORCING STEEL SHALL BE ASTM A615, GRADE 60.
MINIMUM CONCRETE COVER:
CONCRETE CAST AGAINST EARTH - 3"
CONCRETE EXPOSED TO EARTH OR WEATHER-1-1/2"
REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI 318 (LATEST
EDITION). LAP ALL CONTINUOUS REINFORCEMENT 32". PROVIDE CORNER BARS AT ALL WALL INTERSECTIONS. LAP
CORNER BARS.
NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED
OR APPROVED BY THE STRUCTURAL ENGINEER.
ALL HOOKS SHALL BE "STANDARD" IN ACCORDANCE WITH ACI 318.
FOUNDATIONS SHALL BEAR ON FIRM NATIVE SOILS OR COMPACTED STRUCTURAL FILL.
CLEAN EXCAVATIONS OF LOOSE SOIL PRIOR TO PLACING CONCRETE.
(N) FLOOR INFILL DETAIL 1"=1'-0"� 7 (N) HEADER BEAM DETAIL 1"=1'-0"I 4 (N) FOOTING DETAIL
2x4 STU
2x4 PL
48 HEA.,
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SIMPSON ST2215 —
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BEAM PER PLAN
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(2) STUDS MIN
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16d @ 12"oc, TYP @
BUILT—UP COLUMNS
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4311 11th Avenue NE, Suite 500
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(E) PLYWOOD
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L(E) ROOF BEAM PER PLAN
ACCOMMODATE (N) SPIRAL STAIR
(N) SIMP LCE4 CAP
(N) KING POST PER PLAN
.o.
(N) BC40 BASE
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2. SEE SHEETS S1.X FOR DETAILS.
3. WALLS SHOWN ARE IN LOWER FLOOR.
4. SEE ARCH FOR EXTENT OF REMODEL WORK; CONTRACTOR TO VERIFY (E) STRUCTURE IS AS SHOWN.
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2. SEE SHEETS S1.X FOR DETAILS.
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4. SEE ARCH FOR EXTENT OF REMODEL WORK; CONTRACTOR TO VERIFY (E) STRUCTURE IS AS SHOWN.
/AM\/\/\
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AM ENGINEERING PLLC
4311 11th Avenue NE, Suite 500
Seattle WA 98105
Phone: 206.501.5149
Email: asrade@amengineering.works
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