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APPROVED BLD PLN BLD2021-0645+Architectural_Plan+5.10.2021_11.01.47_AM+2187447Written dlmenslons on this drawing shall have preGedenGe over sealed dlmenstons. GontaGtor shall verify all dimensions, Gondlttons, etG., pertalntng to the work before proGeeding. The Owner must be notified of any vartatlons from the dimensions and/or Gondltlons shown on these drawings. .4ny such variation shall be resolved by the Owner prior to proGeedtng with the work, or the GontraGtor shall aGGept full responsibility for the Gost to reGtlfy same. Approved by Fire 07/01/2021 AFM fC�l,�el'el' Approved set of plans must be on site at the time of inspection. Failure to provide the approved set may result in a re -inspection fee. System drains) required at riser and must drain to the exterior. If riser is above lowest grade, 2nd drain required and signage at riser indicating location. Systems require signage IAW NFPA 13D. Coverage required to the following areas: Clothes closets, linen closets and pantries exceeding 24 square feet in area, with the smallest dimension greater the 3' and having wall and ceiling surfaces of gypsum board. Bathrooms more than 55 square feet in area. When fuel fired equipment is present on covered decks or porches, or living space above, at least one quick -response intermediate temperature sprinkler shall be installed above the equipment or area under living space. All fuel fired appliances, except attics if above all living areas. NOTES: 0 I N MAXIMUM BUILDING HE I GHT � 851. I -f' I. ALL WOOD EXPOSED TO WEATHER SHALL BE PRESSURE TREATED OR CEDAR. 2. GAULIG AND SEAL ALL W I NDOW/DOOR AND EXTERIOR EN�/ELOPE PENETRATIONS. �. GLAZING PER STATE ENERGY GORE. 4. SEPERATE PERMITS ARE REQUIRED FOR FENCES, PLUMBING, MECHANICAL, AND ELEGTRIGAL. HEIGHT OF STRUCTURE G I NAL Gi�ADE � 8�6.1-1' 5. PROTEGTI ON FROM DECAY I S REQUIRED FOR ALL WOOD SIDING AND WALL FRAMING LESS THAN Z" ABOVE CONCRETE STEPS, PORCH SLABS, PATIO SLABS, AND SIMILAR HORIZONTAL SURFACES EXPOSED TO THE WEATHER 6. REFER TO ALL ELE\/ATIONS FOR TYPICAL NOTES. �. S.G. = SAFETY C-�LASS 0 N '70' ZX8 BARGE BOARD W/ I XZ TR I M ® ALL CABLE ENDS SHINGLE SIDING WHERE SHOWN LOOK P.L. _R. UPPER MAIN FLOOR P.L. 0 =LR. MAIN m 4X OUTLOOKERS WHERE SHOWN 4" EXPOSURE HORIZ. SIDING WHERE SHOWN ��0�0�0� ❑❑❑❑❑❑❑❑ ❑❑❑❑❑❑❑❑ CULTURED STONE �/ENEER INSTALL PER MFD. SPEC I F I GATI ONS TREATED PLYWOOD BEHIND ALL AREAS WITH STONE �fi�O�IT �����T I Oil SEE GENERAL NOTES SCALE: I/4" = I'-O" i���i� �����T I Oil SEE GENERAL NOTES SCALE: I/4" = I'-O" APPROVED BY PLANNING /n� .Q o S(� � ../•,-.ice, Jul 12 2021 ASPHALT COMP. SHINGLES ON 15�* FELT METAL FASG I A GUTTER HORIZONTAL SIDING WHERE SHOWN I X4 CORNER SQU�fi�� �OOTf�GE=s MAIN 1414 TOTAL � 112 C��fi���� l OI ADDRESS NOTE: ADDRESS NUMBERS SHALL BE A MINIMUM 4" HIGH WITH A MINIMUM STROKE WIDTH OF I/2" AND TO BE ON A CONTRASTING BACKGROUND PER I RG � I q . I APPROVED PLANS MUST BE ON JOB SITE OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE City Of Edmonds Building Department Work NEW SFR Address 1000 WALNUT Owner DELECT HOMES Approved Date 7/7/2021 Building Official Permit Number BLD2021-0645 �71 REG I STEFZED FtRGH I TEGT IMIGI-f HL YNH JOh+NSONI STATE OF WASHINGTON VJ • � U M W� I� ��TT�� W � H V 1 Q o 0 H � �� �� � ~�� U� � U � N �+ ��� � z� U� r m (^n'� 0 � W � � �r � }0� , ��� _ � �wQ r U m�� n m �n � cv _� � '� z � � � � V/ O v � ADD � � 1000 � � �� o Q date : OS- I O-Z I permit: revisions: drawn by MWJ checked �by: � �--i � � T I o� �� RECEIVED May 26 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ESS: �LNUT Written dlmensions on this drawing shall have precedence over sealed dimensions. contactor shall verify all dlmensions, conditions, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dlmensions and/or conditions shown on these drawings. Any such variation shall be resolved by the Owner prior to proceeding with the work, or the contractor shall accept full responsibility for the Gost to rectify same. fi� I GAT �1_���T I Oil S�� GENER,4L NOTES SG?.LE: I/4" = I'-O" ���T �����T I Oil S�� GENERAL NOTES SG?.LE: I/4" = I'-O" �71 REGISTERED ftRGi-i I TEGT IMIGF+ EL YNE JOI-fN50Nl STATE OF WASHINGTON V J � U M w � W � � � V Q o � O H �� � U � � � U� � U � N �+ ��� � z� � � � cry � � � �, r m o� � � � Z �- �� �r � � ��� N _ �wQ � U m�� n m �n � cv _� � '� z � � � �m �� v � ADD � � 1000 � � �� o Q date : OS -I O-Z I permit: revisions: drawn by NfWJ checked �by: � �--i � � T O� RECEIVED May 26 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ESS: �LNUT Written dimensions on this drawing shall have precedence over sealed dimensions. contactor shall verify all dimensions, conditions, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dimensions and/or conditions shown on these drawings. Any such variation shall be resolved by the Owner prior to proceeding with the work, or the contractor shall accept full responsibility for the cost to rectify same. 40'-O" OVER,4LL SHE�4R NOTE: I. �X M.4TER1.4E G,4N BF USED FOR ,4EE MUDSILLS 2. SFT � DOUBLE 2X STUD BEHIND E�/FRY STHD14 HOEDOWN GALLED OUT ON THE FOUNDATION PLAN. SET HOEDOWN I /2 " MINIMUM AWAY FROM WALL CORNERS, WINDOW AND DOOR HEADERS. I T I S IMPORTANT THAT THE FOUNDATION GONTRAGTOR HAS THE MAIN FLOOR PLAN SHFFT TO PROPERLY LAYOUT HOEDOWNS. �. � MST48 STRAP WITH (2) I /2 " BOLTS INTO THE FOUNDATION I S � PROPER FIX FOR � M I SPLAGED STHD 14 HOEDOWN. NOTES: ALL WOOD IN GONTAGT WITI-I GONGRETE Si-IALL BE PRESSURE TREATED OR CEDAR. PRO�/IDE CRAWL DRAIN � LOW POINT IN GRAWLSPAGE. SLOPE ALL GONG. STOOPS AND/OR PATIOS I/4" PER f=00T AWAY FROM DOORWAYS. BEARING WALL ABO�/E � � * SHE�4iZ NOTE: S�� SHEET L I FOR SHEAR WALL LOG,4TION5, SHE�4R W,4LL NAILING SGHFDUL�, � DETAILS. FOUNDATION �/FNT GALGUL�4TION 1414 SQUARE FEET = �00 �i �/ENTS REQUIRED 4.-71 .5� (6 M I L �/APOR BARRIER AND NON -CLOSABLE �/ENTS ARE REQUIRED) c s HOLDDOWN SGH�DUL� MARK I-fOLDOWN/ �,4ST�N�RS WOOD MEMBER .4NG1-IOR STRAP TF-i I GKNESS/SPEC I ES R�QU I RED T- I STHD 14/I 4 R_J 24- I Fed SINKERS (2) 2X4/2X6 STUDS f-IF/SPF T-2 MST48 (S4)-IF�d (2) 2X4/2X6 STUDS +-IF/SPF T-� MSTA�6 (26)-IOd (2) 2X4/2X6 STUDS I-I�/SPA 2 2X 2X ST DS T-4 MSTG48BS (�8)- I Od HF/SPF T-5 HD-7B (�)_ S/4�� �-I/2" MIN. SSTB28 (-7/8") DF/SP MIN. 24-�/8" EMBEDMENT �OU�II��T I Oil �J_��l SEE GENERAL NOTES SCALE: I/4" = I'-O" ,� 128-f I \\I REGISTERED ARGFi I TEGT IMIGH EL YNE JOHNSONI STATE OF wASHINGTON v J U M, M. w � W � � � � U z O ~ ��� �� � ~�� C!� � � N ��� .�� � U z� cry �' x 0 0 r m O n1 W r O O � X0 � N �`�. S�Q U map n � m�� N N � z� � m � � v � ADD � � 1000 � � �J- rn L V, date: 05-lo-zl permit: revisions: drawn by MWJ checked �by: ����T O� RECEIVED May 26 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ESS: �LNUT Written dimensions on this drawing shall have precedence over scaled dimensions. Contactor shall verify all dimensions, conditions, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dimensions and/or conditions shown on these drawings. Any such variation shall be resolved by the Owner prior to proceeding wlth the work, or the Contractor shall accept full responsibility for the cost to rectify same. NOTES: ALL EXTERIOR WARM WALLS TO BE 2 X 6 STUDS ® 16" O.G. TYPICAL. ALL HEADERS TO BE 4 X 10 DF�*2 UNLESS NOTED OTHERWISE. FUR -OUT HEADERS TO MATCH 2 X 6 WALLS. SOLID BLOCKING UNDER ALL BEARING WALLS. TUB/SHOWER UNITS SHALL HAVE FIRE BLOCKING BETWEEN WALL STUDS AND WATERPROOF SURROUNDS TO +'72" FROM DRAIN. GLAZING, INCLUDING WINDOWS WITHIN +-12" OF DRAIN, SHALL BE SAFTEY GLA55. SHOWER FLOW IS LIMITED TO 2.5 GAL/MIN. EXHAUST FANS LARGER THAN 50GFM MAY BE CONNECTED TO 4" SMOOTH WALL VENT PIPE I F RUNS DO NOT EXCEED 20' I N LENGTH. THE MINIMUM SIZE OF FLEX DUCT IS 5" DIAMETER WITH A MAXIMUM RUN OF 15' COMBUSTION AIR REQUIRED FOR ALL FUEL BURNING APPLIANCES LEGEND: BEARING WALL _ � BEARING ABOVE FLOOR LINE ABOVE PT. LD. �,, ABV. t POINT LOAD ABOVE MULTIPLE 2x STUDS ® POINT LOAD SMOKE DETECTOR O IIOV INTERGONNEGTED W/ BATTERY BACK-UP. PER IRG 314 OCARBON MONOXIDE DETECTOR PER IRG 815 G�4R,4GE NOTES: I. GARAGE/LIVING SEPARATION, USE 5/8" TYPE 'X' GWB AT GEILING/WALL. WRAP POSTS AND BEAMS. 2. INSULATE ALL WARM WALLS AND GEILING. 3. USE 2 LAYERS 5/8" TYPE 'X' GWB AT GEILING WHEN USING TJI's INSTEAD OF WOOD JOISTS. HEATING NOTES: + INSTALL PER ASHRAE a0A-88 + 18" PLATFORM OF 2 LAYERS 3/4" PLYWOOD (I LAYER IF PLATFORM IS ON SLAB) + SEE HEATING NOTES OPTIONAL NOTES: RAISE ALL PILOTS, BURNERS AND SWITCHES +18" MINIMUM ABOVE SLAB. FIREPLAGE NOTE: 'O' CLEARANCE FIREPLAGE W/ DIRECT VENT FACTORY BUILT FIREPLAGE SHALL BE INSTALLED PER MANUFACTURER'S SPEGIFIGATIONS AND SHALL HAVE APPROVAL LABEL ATTACHED 5/8" TYPE "X" GWB TO ROOF SHEATHING FIREPLACES 8 STOVES MUST BE D.O.E. APPROVED 8 BE TESTED, CERTIFIED ff LABELED AS SUITABLE FOR USE DURING A FIRST STAGE BURN BAN. '�'�'� SHEAR NOTE: SEE SHEET L I FOR SHEAR WALL NAILING SCHEDULE, � DETAILS. NOTE: ALL EXTERIOR WALLS NOT GALLED AS SPEC I F I G SHEAR WALLS ARE TO BE NAILED AT PI-6" 0 I � � � X - Q cv � � � N� � �' N 0 i [Q _ �0 A _-r �" STEEL BOLLARD UP TO 30" MINIMUM VERIFY DRAIN LOCATIONS FOR PLUMBING SELECTED- ADD TRU55 AND OFFSET LAYOUT_ TO MI55 DRAINS IF NEEDED DRAFTSTOPPING NOTE: DRAFT STOPPING TO BE INSTALLED TO ALLOW FOR LESS THAN 1000 SQFT OF OPEN AREA WITHIN THE FLOOR TRUSSES PER IRG SECTION 502.12. USE I/2" INCH GYPSUM WALLBOARD OR 3/8" WOOD J , STRUCTURAL PANELS PARALLEL X TO THE TRUSSES WHERE INDICATED. SEAL `l ALL GAPS AND HOLES TO PREVENT THE �/ SPREAD OF HOT GASSES AND SMOKE �' G516 STRAP O BOTH SIDES OF BEAM TYP I GAL AT BEAM TO WALL/POST N GONNEGTI ONS lI� ALL BUILT UP STUD/ COLUMNS USE 16d NAILS ® 12" O.G. STAGGERED TO ATTACH MEMBERS. NAILING IS TO OGGUR AT THE FAGS OF THE STUD I m I--IOLDDOWN SGI--IEDUL� MARK I-fOLDOWN/ F,4ST�N��S WOOD MEMBER ,4NG1-IOR STRAP TI-f I GKNESS/SPEC I ES R�QU I RED T- I STHD 14/I 4 RJ 24- I Fed SINKERS (2) 2X4/zX6 STUDS I--IF/SPF T-2 MST48 (S4)-IF�d (2) 2X4/zX6 STUDS I--IF/SPF T-S MSTA�6 (26)-IOd (2) 2X4/2X6 STUDS I-IF/5PF 2 2X4 2X6 STUDS T-4 MSTG48BS T-� HDTB (S)_ S/4" �-I/2" MIN. SSTB28 (�/8") " DF/SP MIN. 24-i/8 EMBEDMENT 40'-O" O�/ERALL 2-7'-O" IS'-O" �i'-O" '-O" 16'-O" 806 XOX 80 O XOX SLDR. SLD (S.G.) B-Z 4X I O P� Q � a �+� �rl P NTR N I I I I ��1�1 I I I I I ���I - I I I I I I I I I z QI I C I I I Q � 2 � � I � DININ � W � I 00 N � I HDW I�� I I II I I I I I I 4. I O w 246� I I� I I ky+°� � I I I I I ��P0 � Z I � `�� m GIRDESS -� I 0 � tL - - - - II I (� 0 I � oR SE � I/8" 18° III Q � G.L. .- �. .B. T BE H LD FLUSH WITH III T P O TRU SES III � I I 110 0� 14 -o I 14'-0" I I I III W I � I I I I I� �I m � F Ilm _ I I GL E I � / 1 �` EL c. XIO W.G. I PUf�IP �0 FURN �aB�. I HWT I I m l I° I I I Q jl� I I � I I � a I. I w� 0 � I � � ��jl z� � �0 <Op Q B �O 0� O�VI I I I �z �N I I I I � I I � I �_ �� J X I m. m0 I: m6 6'- ! K I GHE WD lo'- C1J�EN I � ,�+ ��J RE F CAI `�l � — — — _ — _ e GIR ER � — — GB -I 3-I/8" X TR SS t_ 10-I/2" C.L.B. PI-4" � — — i�LW PL�=E — — — — � IY ODETECTOR ��J O�J - -- - --��� +6 I �� 6 — — C� I RDER _ _ _ G.4i��4GE - TRUSS � 'n 0 V GONG i=OYER HDWD — — — — — — — VAULTED ��J i� _ _ _ LINE OF O.H. DOOR �+6 Jam+ I- IN UPRIGHT POSITION � 6 I I 0� � I ��0 I I OWQ I I + I I 4 10 LINE OF FLOOR ABOVE O I 16080 O.H -- -I (7�A�7E ���� � GOV RED PO GH O PI —� ° GUT SLOPE GUT SLOPE I —� �� (2) 2X OF ROOF OF ROOF ) 2X is INTO END INTO END O OF TRUSS OF TRUSS I r� GB-2 S-I/8" X 12" G.L.B. 21'-O" LONG � ,o �. os-t-R � -4-6 T �� �� osT�, B-I 4X12 \�Q�O�a �� PA 10 GONG B-4 S-I/8" X 10-I/2" G.L.B. Q' 4 Q�� Q�� GI E� OO H WD 36" PEN RAI ING �/b� � � � -IN I � I I I III �p ' I mL III -IN w I I z � `� �W� 0 wow O � (X � I I �Q� � _ -IN 18" I -T� 8�� O 2 I I I III � L- I � =1N III m PI-4" ,� I 54"x60' - — P$ S — I I OWER I I t-i�A .� GL. T � � I �+I I +,2" la"X2��{{--' I GRWL.' ��TR SPAG 4GGE � 468 TR �ls e s � owner TI O O O ��� -- ff5 i�N — — C� I RDER -�- 5068 TRUSS � � B I -FOLD �� C� I RDER TRUSS Q 6'-10" 6'-2" I Di�N/ GU ST CARPET wz I wz �� I w� L�W �W � �� �� PI-6" 2'-6" 16'-O" 2�_6�� S�_O�� S�_O�� 21'-O" 6�_O�� 2�_q�� 40'-O" O�/ERALL 6050 XO SLDR. (EGRESS) 6020 TRANSOM SET 6050 24" ABOVE FLOOR 0 � J �t Oz� - � _ N�I O N tr I l(i o � � � � PI-6" -7'-C�" 1.2'-G" 'J �+ 6 I lli III Q III X III 0 N III N III � I J J } 0 i� �� I I � ��OO� ���I � A 1287I I\\/> REGISTERED ARCH I TEGT 151 ATE OF WASHINGTON NI vJ • C� U m M o � �rTT�1 F-�-I �T� i� G� • 1'--I Q 0 U O ~ z �� U � /� �! J I—�'� � �-y r � �i .S; �� � j�+� U �F-G� H N cad .�� � z�� H r cn O 0 m � 6 ^`z W �r O `0 O ��� � I ' � r �' m�0 � —�� N 4) '� z � V �i-� O �m v � ADD � � 1000 �^ �/— f, ■ � V ' date : 05-10-2I permit: revisions: drawn by : MWJ GheGlced by: �H��T O � RECEIVED May 26 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ESS: �LNUT SEE GENERAL NOTES SCALE: I/4" = I'-O" Written dimenslons on this drawing shall have precedence over scaled dlmensions. Contactor shall verify all dimensions, conditions, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dimensions and/or conditions shown on these drawings. Any such variation shall be resolved by the Owner prior to proceeding with the work, or the Contractor shall accept full responsibility for the cost to rectify same. 4-0'-0" ov��,�LL A _, NOTES: ALL EXTERIOR WARM WALLS TO BE 2 X 6 STUDS ® 16" O.G. TYPICAL. ALL I-fEADERS TO BE 4 X 8 DF�*2 UNLESS NOTED OTI-IERWISE. FUR -OUT I -LEADERS TO MATGI-f 2 X 6 WALLS. SOLID BLOCK I NG UNDER ALL BEARING WALLS. TUB/SI-LOWER UNITS SF-IALL I-IAVE FIRE BLOCKING BETWEEN WALL STUDS AND WATERPROOF SURROUNDS TO +-IZ" FROM DRAIN. GLAZING, INCLUDING WINDOWS WITI-IIN +-12" OF DRAIN, SI-fALL BE SAFTEY GLASS. SF-IOWER FLOW IS LIMITED TO Z.5 GAL/MIN. EX++AUST FANS LARGER TI-IAN SOGFM MAY BE CONNECTED TO 4" SMOOTI-I WALL VENT PIPE IF RUNS DO NOT EXCEED ZO' IN LENGTI-I. Ti-IE MINIMUM SIZE OF FLEX DUCT IS S" DIAMETER WITI-I A MAXIMUM RUN OF IS' GOMBUSTI ON AIR REQUIRED FOR ALL FUEL BURNING APPL I ANGES LEGEND: BEARING WALL BEARING ABO�IE FLOOR LINE ABO�/E PT. LD. �„ POINT LOAD ABO�lE ABA/. i-( MULTIPLE 2x STUDS � POINT LOAD O SMOKE DETECTOR IIOV INTERGONNEGTED W/ BATTERY BACK-UP. PER IRG S14 OCARBON MONOXIDE DETECTOR PER IRG 315 ��� SHEAR NOTE: SEE SHEET L I 1=0R SHE?.R WALL LOCATIONS, SHE�4R W�4LL NA I L I NCB SCHEDULE, � DETAILS. HOLDDOV�IN SGH�DUL� M,4RK f--IOLDOWN/ 1=/�STENERS WOOD MEMBER Ri�1Gl-fOR STRAP TI-I I GKNESS/SPEC I ES REQUIRED T- I STI--ID 14/I 4 RJ z4- 16d SINKERS �2) 2X4/2XF� STUDS i-IF/SPF T-z MST48 (�4)-16d (2) 2X4/2XF� STUDS i-f�/SPF T-� MST��6 (Z6)-IOd (2) 2X4/zX6 STUDS I-I�/SPF 2 2X4 zX6 STUDS T-4 MSTG48B� T-� HD�B (��_ �/4�� �-I/z" MIN. SSTBZB (1/8") DF/SP MIN. Z4--i/8" EMBEDMENT U�fi=�i�' ��OOfi` fi=���1 �71 i2EG I STEREO ARGi-i I TEGT IMIGH EL YNE JOHNSONI STATE OF WASHINGTON V J • U M M w � W �, � �, � V Q z U O H �' ��� � ��� � � U �N� ��� .�� � z� `� �' x M �--. m 0� � �� Z N �r� 0 � d�� N S�Q U m�� u� � m �n � cv � � z� �m v � ADD � � 1000 � nv W �^ �/— f,■ L V' date: os-Io-zl permit: revisions: drawn by MWJ �heciced .by: ����T Oi= RECEIVED May 26 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ESS: �LNUT SEE GENERAL NOTES SCALE: I/4" = I'-O" Written dimensions on this drawing shall have precedence over sealed dimensions. contactor shall verify all dimensions, conditions, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dimensions and/or conditions shown on these drawings. Any such variation shall be resolved by the Owner prior to proceeding with the work, or the contractor shall accept full responsibility for the cost to rectify same. A A-7 ROOF FR�MINC� NOTES GUT RAFTER TAILS TO MATGf-i 2x4 TRUSSES GONNEGTORS Si-IALL BE ENGINEERED BY TRUSS MANUFACTURER ROOF P I TGI-I SI-IALL BE 4' ° I Z TYPICAL UNLESS NOTED OTI-IERWISE ROOF O�/ERi-IANG Si-IALL BE IZ" U.N.O. Q DS TRUSS NOTE 2x6 OVERFRAMING BEARING BELOW DOWNSPOUT ALL TRUSSES SI-IALL I-IA�/E: I. STRESS ANALYSIS AND DRAWINGS / DETAILS STAMPED BY A STATE REGISTERED ENGINEER. 2. MANUFACTURER'S STAMP ON PRE- MANUFAGTURED TRUSSES. �. BRACED TO MANUFACTURER'S SPEC I F I GATI ONS. 4. STRESS ANALYSIS AND DETAILS Si-IALL BE SUBMITTED TO BUILDING DEPT. FOR APPRO�/AL AND Si-IALL BE KEPT ON SITE FOR FRAMING INSPEGTI ON. S. TRUSSES WILL NOT BE FIELD ALTERED W I Ti-IOUT PRIOR BUILDING DEPARTMENT APPROVAL OR ENGINEERING GALGULATI ONS. 6. ALL TRUSSES Si-IALL i-IA�/E SIMPSON H-I GLIPS AT ENDS. Wi-IERE TRUSSES ARE PARALLEL TO WALL, USE SIMPSON L30 AT MIDSPAN. USE SIMPSON STG GLIPS AT NON -BEARING WALLS ROOF \/ENTING G�4LGUL�4TION-PAR z018 IRG R806.Z 1824 SQFT ,4RE,4 = ( .08 SOFT REQUIRED �00 (� .08) X (50%) _ � .04 SQFT MIN. REQU I RED ,4T EP��/�S TYPIG�L TRUSS BLOCK HAS (4) 2 Q� SGREFNED I-IOLFS PROV I D I NCB F� .28 SQ. I N. (.044 SQFT) PER BLOCK. �PPROXIM�TELY 40 �/FNTFD BLOCKS= I.�F� SQFT PRO�/IDFD I O NET FREE I NGI-fES PAR L I NE,4L FOOT FOR GOR-�4-\/ANT (.08� SQFT) 20 FEET PRO\/ID�D= I.0 6 SQFT DS DS E.4GI-I GOR-,4-\/ENT IS Tn FiF 4A" I n1Jr-� A A-'7 � R,4FTFRS © 24" O.G. = I REPL.4GF UMPOUT-NO ov�R+��No WIT+ --I NO ER AND NO �OF �/ENTS . MFG. I SSOR USSES �-" O.G. -+=3: IZ ,� 128-f I \\I REGISTERED ARGFi I TEGT IMIGH EL YNE JOHNSONI STATE OF wASHINGTON v J • �j U m M O � �T� I"'"1 �T� �1 G1 U Q v U H�+ ��tt � �' � � U 'O V J N � � � "� U � � � z� � � � H 0 0 r m ^` W �r 0 �XO� N `l S�Q U map n � m�� N N � z� � m � � v � ADD � � 1000 � n� W .O �/— L V• date: 05-lo-zl permit: revisions: drawn by MWJ checked �by: ����T RECEIVED May 26 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ESS: �LNUT (F�.08) X (50%)= �.04 SQFT MIN. REQUIRED WITHIN �' OF THE RIDGE �i=�0 ROOF _J�GK �/�NTS= .�4 SQFT ��GH �/�NT PRO�/ID� �f �F�O �/�NTS= �.OF� SQFT PRO�/ID�D TOTAL �/FNT �RE� PROV I DFD = �.48 SQ FT �OO� ���� I I �� ���I � SEE G�N�R.4L NOTES Written dimensions on thls drawing shall have precedence over scaled dimensions. Contactor shall verify all dlmensions, condltions, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dimensions and/or condltions shown on these drawings. Any such variation shall be resolved by the Owner prior to proceeding with the work, or the Contractor shall accept full responsibility for the cost to rectify same. 4' 4" STORM SYSTEM S�GT I O'N, �-� SEE G�NER?�L NOTES SG.4LE: I/4" = I'-O" 201 g .I�I.���IN.O�TO�N. �T�T� �l�l�i�0�'I� OOD� �,4LL GL I M,4T� ZONES (T�.BL� �402 . I . I ) FENESTRATION SKYLIGi-IT GLAZED CEILING WOOD FRAMED FLOOR BELOW GRADE SLAB R-VALUE U-FACTOR U-FACTOR FENESTRATION R-VALUE WALL R-VALUE R-VALUE WALL R-VALUE p�ND DEPTH SHGG 0.28 (PRESCRIPTIVE 0.50 NR R-4ci R-21 R-�O 10/15 R-10, 2 f=�ET R-21 +TB �T��L� 406 .�- �N�i�GY Gi��D I TS (S I NGL� ��.M I LY) THIS PL,a.N REQUIRES 6 GRED I TS SINGE I T I S OVER 1500 SQU�RF FFFT POND UNDFiz 5000 SQU�4iZF FEET O�'T 101�1 Gfi��D I T O�'T I Ol�l Gfi��D I T HE,4T I NG OPTION 2 H��T PUMP (�LEGTRIG) I.O �N�RGY H�,4G EQU I PM�NT .4ND ,4SSOG 1,4TED DUCT I.O OPTION SYST�M(S) INST,4LL,4TION SI-f,4LL COMPLY 4.2 1�11TI-f TI-f� R�QUIR�M�NTS OF S�GTION R40�.�.�. LOG.4T I NG SYSTEM COMPONENTS I N GOND I T I ON�D GiZ�4WLSP�GES I S NOT P�iZM I TT�D UND�iz TH I S Piz�SGRI PTI�� GOMPLI,4NG� IS B.4S�D OPTION. �L�GTRIG R�SIST�NG� H��T AND DUGTL�SS ENERGY ON T?.BL� R402 I I WITH THE FOLLOW I NG .� H��T PUMPS �R� NOT PERM I TT�D UNDER TH I S OPTION . . MOD I F I G.4T I ONS : OPTION. D I REGT COMBUST I ON HEST I NG WITH ,4�U� I � �I�RT I G,4L F�N�STR,4T I ON U - 0.28 LASS THAN 80� I S NOT PERM I TT�D UNDER TH I S FLOOR R-�8 OPTION. SLAB ON GR,4D� R- I O PAR I M�T�R ,4ND UNDER �NTIR� SL,4B BLOW GRADE �N�RG1• R-10 P�RI METER ,4ND UNDER ANTI R� OPTION W,4T�R H�,4T I NG SYSTEM SHALL I NGLUD� 2.0 SLAB OR GOMPL 1.4NG� B�S�D ON �'� THE FOLLOWING : �L�GTRI G H��4T PUMP S�GTION R402.1.4: R�DUG� THE TOT�.L W�T�R H��T�R M��TING THE ST�ND�RDS GONDUGTI�IE U�. BY S% FOR TIER III O� N��,4'S .4D�.4NG�D W,4T�R H��T I NG SPEC I � I G,4T I ON ENERGY SIR-SOURG� G�NTR�.LLY DUGT�D H�,4T PUMP 1.5 OPTION WITH .4 MINIMUM HSP� O� II.O TOTi�1- �.�J 6.0 GRAD I TS �71 REGISTERED Ai?Gi-I I TEGT IMIGH EL YNE JOHNSONI STATE OF wASHINGTON V J • � U M, 0 `� w � W � �, � U Q ��� O H ��� �� � ~�~ � � �N ��� � U z� � � w � `� � Q x Mi O O r m 0� N � �� �r 0 O O � � `V S�Q U map u� � m�� N � � z� V. O v � ADD � � 1000 � � 0 � (� L V� date: os-lo-21 permit: revisions: drawn by MWJ G%1eGiGed �by: 5�3=�T O� RECEIVED May 26 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ESS: �LNUT alb alb � � � � � V >I� PAR 2018 I SG GENERAL NOTES: SEE PLANS TO DETERMINE THE DIFFERENT DESIGNATORS FOR SHEAR WALL MATERIALS, NAILING, ANCHOR BOLTS, AND HOEDOWNS. LOCATE HOEDOWNS AS CLOSE AS POSSIBLE TO THE END OF THE DESIGNATED WALL. ALL HOEDOWNS, ANCHOR BOLTS, WASHERS, 8 NAILS IN CONTACT WITH P.T. WOOD TO BE HOT DIPPED GALVANIZED. PI = ONE SIDE PLYWOOD P2 = TWO SIDES PLYWOOD NAIL SPACING SILL OPTIONAL BASE HEM FIR #2 MARK 7/I6" TOP ff BTM. A35 BLKG. PLATE SIMPSON MASAP PLATE VALUE EDGES FIELD pLYWD. PLATES 6" ANCHORS REQ'D. ANCHOR BOLTS ANCHORS NAILING (#/LF) PI-6" Sd 6" 12" 18" O.G. 2x4 5/8" m 48" ®48" b ENDS (2) Ibd m 10" 240 PI-4" Sd 4" 12" 4" I6" O.G. 2x4 5/8" m 32" ®30" � ENDS (2) Ibd m 7" 34a PI-3" *� Sd 3" 12" 3" 14" O.G. 3x4 5/8" ® 24" � 24" ff ENDS (2) Ibd � 5" 450 PI-2" *� Sd 2" 12" 2" 12" O.G. 3x4 3/4" ® 24" � 18" b ENDS (2) Ibd � 5" 585 P2-6" ** Sd 6" 12" 6" 10" O.G. 3x4 5/8" ® 24" N/A (2) 16d � 5" 480 P2-4" '�� Sd 4" 12" 4" 8" O.G. 3x4 3/4" � 20" N/A (3) Ibd � 5" �00 P2-3" '�'� Sd 3" 12" 3" 8" O.G. 3x4 3/4" � 16" N/A (4) 16d � 5" q00 P2-2" �� Sd 2" 12" 2" 8" O.G. 3x4 3/4" � 12" N/A (4) 16d � 4" 1170 '*NOTE: WALLS WITH UNIT SHEAR OF 350#/ft. OR GREATER SHALL HAVE FRAMING MEMBERS (STUDS ff PLATES) ABUTTING PANELS NOT LE55 THAN 3X MEMBERS PER IBC 2018, TABLE 2306.3.1. 3X FRAMING WILL BE NOTED ON PLAN. I. USE POWER -DRIVEN STEEL STUDS AND NAILS BY HILTY OR RAMSET WHERE APPLICABLE. 2. PLYWOOD MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. 3. SOLID BLOCK WITH JOIST UNDER INTERIOR SHEAR WALLS. SHEAR WALL NOTES �/I6" OSB OR PLYWOOD SHEATHING -USE Sd COMMON OR GALVANIZED NAILS. BLOCK ALL PANEL EDGES. LONG DIMENSIONS OF PLYWOOD MAY BE INSTALLED VERTICALLY. NAIL � 12" O.G. TO ALL INTERMEDIATE STUDS. WHERE 3" NAIL SPACING IS SPECIFIED AT PANEL ED6E5, USE I-I/2" Sd SHORT NAILS OR 3X STUDS WITH Sd COMMON NAILS. FOR 2" NAIL SPACING, USE 3X STUDS AND STAGGER PANELS. WHERE PLYWOOD IS 2 SIDES OF WALL, JOINTS TO FALL ON SEPARATE STUDS ON EACH SIDE. FLOOR PLYWOOD -USE Sd COMMON NAILS � 10" O.G. AT INTERMEDIATE SUPPORTS, 6" O.G. AT ALL PANEL EDGES AND 4" O.G. AT ALL SHEAR WALLS, UNLESS OTHERWISE SHOWN ON PLANS. FLOOR JOISTS -JOIST PARRALLEL TO FLOOR OPENINGS AND EXTERIOR WALLS SHALL BE GROSS BLOCKED AT 48" O.G. � EDGES W/ (4) IOd NAILS FOR THE FIRST BAY. 3 x 3 x I/4 SQUARE WASHERS AT ALL ANCHOR BOLTS. 7/I6" 05B OR PLYWOOD SHEATHING -STAPLE SCHEDULE ALLOWABLE SHEAR VALUES WITH HEM FIR #2 STUDS 2" I6 GA. STAPLES ® 15 GA. STAPLES m 14 GA. STAPLES � 3" O.G. - 280 #/ft. 4" O.G. - 280#/ft. 4" O.G. - 303#/ft. 2" O.G. - 360#/ ft. 2-I/2" O.G. - 430#/ft. 3" O.G. - 3q0#/ft. 4" O.G. AND IOd NAILS 2" O.G. - 504#/ft. m 6" O.G. - 620#/ft. FIELD SPACING: 12" O.G. NAILS 8 STAPLES. HOEDOWNS -INSTALL SIMPSON HOEDOWNS OR USP HOEDOWNS AT THE END OF SHEAR WALLS WHEN sHowN oN DRAWINos. PER PLAN, S I MPSON STHD 14 OR USP STAR 14 SIMPSON MST�6 OR USP MST136 SIMP50N MST48 OR USP KST248 SIMPSON HD7B OR USP TDXIO (7/8" ANCHOR BOLT MIN. SIMPSON MSTG48B3 OR USP MSTGB48B3 24" EMBEDMENT, 3" BOLT INTO (�) 2X4(6)) PER PLAN I 2x TOP PLATE � ' NAIL SHEATHING TO HEADER HEADER ® 2" O.G. B.W. EXTEND TO END WALLS 2x STUDS _ ' CONNECT PLYWOOD TO AL LL SITUDS, PLATES 6 HEADERS I I APA RATED SHTG. �6" MIN. 24/O EXP. I � I I STHDI4 WOOD TO CONCRETE I II CONNECTORS OR EQUAL (3) #4 VERTICALS III III I - Bx PLATE OR 2-2X #4 HORIZ. ® I I NAIL SHEATHING 12" o.c. TO EACH PLATE 3/4" d7 X 10" A.B. W/ 3"X3"XI/4" PLATE WASHER O S EM WALL �I� � GONT. ' ELEVATION VIEW OUTSIDE OF GARAGE GARAGE DOOR INSIDE OF GARAGE FLAN VIEW Oi= CONCRETE STEM WALL L?.TE�?.L i2ESTi2?.I NT P?.NEL SEE GENERAL NOTES NO SCALE BOTTOM PLATE NAILING PER SCHEDULE TO 2X _ RIM JOIST IS" FLOOR TRUSSES ® 24" O.G. A35 SPAG I NG PER SHEAR WALL SCHEDULE I-3/4" X IS" LVL BLOCKING ® WALL 16" MIN, 0 0 0 � 10" TOP �/IEW OF CONCRETE STEM WALL SHEAR WALL NAILING PER SHEAR WALL SCHEDULE MSTG48B3 PRE -BENT STRAP AT LOCATIONS SHOWN ON FLOOR PLANS 4X10 BLOCKING IN BETWEEN FLOOR TRUSSES AT EACH STRAP LOCATION TRUSS COMPANY TO INSTALL CHORDS IN FLOOR TRUSSES TO ALLOW FOR INSTALLATION OF 4X10 BLOCKING SHEAR WALL NAILING PER SHEAR WALL SCHEDULE � SI-fEAi? WALL AT INTEf?10�2 SI-fEAf? WALL L-I (TRUSSES PERPENDICULAR) NO SCALE TRUSS COMPANY TO PROVIDE BLOCKING PANELS I N BETWEEN TRUSSES O�/ER THE TOP OF THE SHEAR WALL NAIL SHEATHING TO BLOCKING PANELS PER SHEAR WALL GALLED OUT AT UPPER LE�/EL- CONNECT TOP PLATE TO SHEATHED BLOCKING PANEL WITH A35 CLIP ® 12" O.G. L-I TRUSSES PER PLAN � PLYWOOD ROOF SHEATHING Sd NAIL ® 6" o.G. TO TRUSS PANELS 8d NAIL ® 6" o.c. TO TRUSS (2) 2X TOP PLATE 2X STUD/ SHEAR WALL PER SCHEDULE 5���.i� V�l�4L.L. i��i�i�. TO Ti�USS NO SCALE TRUSSES OR RAFTERS PER PLAN ROOF SHTG -NAIL PER SHEAR WALL SCHEDULE 8d ® 6" O.G. 2X BLKG. W/ Ibd — ® 8" O.G. ff /ENT HOLES (RIP BLK'G.) OVERHANG ff FASG I A SHEATHING PER SHEAR SCHEDULE 2X STUD WALL ® I6" O.G. HI ANCHOR 24" O.G. `i' TYP. SI-iEAiZW?.LL TO i�00F L-I CONNECTION NO SCALE A 12871 I\\/> REGISTERED ARCH I TEGT IMIGH EL YNE JOHNSONI STATE OF WASHINGTON vJ • C� U m M 0 � W r7� h�'� c� • ~� L 1^ � 0 U O ~ z t` � U � � /� L/ J � � �y N � �i .Sa �� U �F-G� H N � • � I N � z �'�"'� r. c� O O T- m Q '� ^ `z W 6 r }�� �o O ��Q 1- U m�� n m�n� N _� 4) '� z � V. O — �m �� v � ADD � � 1000 �/— f n � V ' date : 05-10-21 permit: revisions: drawn by : MWJ GheGlced by: �H�E=T I RECEIVED May 26 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ESS: �LNUT Written dimensions on this drawing shall have precedence over scaled dimenslons. Contactor shall verify all dimenslons, conditions, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dimensions and/or conditions shown on these drawings. Any such variation shall be resolved by the Owner prior to �roceeding with the work, or the Contractor shall accept ull responsibility for the cost to rectify same. 24" CARDBOARD BAFFLE ALLOW FOR I" AIR SPACE MIN. EXTEND 12" ABOVE INSULATION. � SOLID SHEATHING OR GDX PLYWD. WHERE EXPOSED TO WEATHER TOP PL. IX FASCIA BD. W/ METAL GUTTER 2X BIRD BLK'G. W/� 2" SCREENED VENT HOLES WITH I/4" GORRPSION RESISTANT METAL MESH COVERING ROOFING MATERIAL FINISH PER ELEVATION ON 7/16" OBS SOLID GDX 24-0 PLYWOOD SHEATHING; Sd � 6 "O.G. EDGE Sd � 12" O.G. FIELD (�/16" 05B AGX PLYWD � EVES) MIN. 15# UNDERLAYMENT NAIL 6" EDGE, 12" FIELD WITH Sd NAILS, U.N.O. Z N APPROVED TRU55E5 BEARING MANUFACTURER'S SEAL. SEE ROOF FRAMING PLAN FOR SPAG I NG INSULATE PER WS)=G V I�� ��� FIRE BLOCK ALL VERTICAL OPENINGS IN WALLS AT PLATES AND FLOORS 2x P.T. SILL 5/8"X 10" ANCHOR BOLT W/ 3"X3"X I/4 " PLATE WASHERS � 48" o.c. NO LESS THAN 4Y2" ff NO MORE THAN 12" FROM EA. END SILL CORNER, JOINT, END, OPENING ETC. �" MIN. EMBEDMENT INTO GONG. EXCEPT � SHEAR WALLS -SEE SHEAR WALL NAILING SCHEDULE. � ° #4 REBAR � 16" O.G. HORIZONTAL ENGINEERED JOISTS, SIZE AND � � -- SPACING PER PLAN OR FLOOR TRU55E5 � a FIN. FLR. - � #4 REBAR � 48" O.G. VERTICAL TOP PL. (2) 2x TOP PLATE, LAP GOF OFFSET END JOINTS BY 48" �/b" OSB. OR PLYWD. SHEATHING. NAIL 6" EDGE, 12" FIELD WITH Sd NAILS UNLESS NOTED OTHERWISE 2x STUDS � 16" O.G. TYP. SIDING, SEE PLAN FOR TYPE 2x BOTTOM PLATE 2x P.T. SILL FIN. FLR. _ Z #4 REBAR W "J" BAR %2" GYPSUM WALLBOARD, TYP. W/ PVA VAPOR BARRIER � WALLS AND CEILINGS - 3" MIN. ' GLR. TYP. ALL FOOTINGS TO BEAR ON BEARING SO I L 2 STIR . �OU�II��T I Oil I7�T� I L C� I SCALE: N.T.S. FIRE BLOCK ALL VERTICAL OPENINGS IN WALLS AT PLATES AND FLOORS "X 10" ANCHOR BOLT W/ 3"X3"X �" PLATE WASHERS � 48" o.G. NO LESS THAN 4�" ff NO MORE THAN 12" FROM EA. END SILL CORNER, JOINT, END, OPENING ETC. 7" MIN. EMBEDMENT INTO GONG. EXCEPT SHEAR WALLS -SEE SHEAR WALL NAILING SCHEDULE. 3/.a" Tff G PLYWOOD SUB -FLOOR (GLUED ff NAILED) NAIL 6" EDGE, � INSULATE PER WSEG., 12" FIELD W/ IOd NAILS. 4"� D.S. TIGHTLINE, POSITIVE � I DRAIN TO STORM SYSTEM l� a FIN. GRADE TO SLOPE � � AWAY FROM BUILDING Z �\�\ \\\ \\/ � \ \\ \ 48" MAX. Z N � \�\� 4 TALBLERLWALLS PEDR PLAN � \/\\\/\\\ a l ) CSC \/��\/� / a REBAR PLACEMENT \/j SEE DETAIL #2 ABOVE `/ a \ � . IL \/ o � � - ��Y �L=����� SEE FOUNDATION PLAN FOR BEAM SIZE ff POST 51 ZE / SPAG I NG a0# FELT a 6 MIL. POLY VAPOR BARRIER a a a �, a � � (� � ALL REINFORCEMENT 4 � PERF. FOOTING DRAIN TILE � MUST BE TIED IN PLACE W/ CLOTH COVER � GRANULAR FOR FOUNDATION INSPEGITON COVER AS REQ'D. BY SOIL CONDITIONS SEE FOUNDATION PLAN FOR FTC. / FDN. SIZE ALL FOOTINGS TO BEAR ON BEARING 501E I T`i'i� I GAJ� l�Al�� ��T O�l� T� I SCALE: N.T.S. TOP FLANGE JOIST HANGER PER PLAN SOLID BLOCKING BRG. WALL ABOVE TYP. ENGINEERED JOISTS, SIZE AND SPAG I NG PER PLAN, 2x4 GUSSET EA. SIDE - "SIMP50N" HGAMIO P05T TO GONG. � SEE FOUNDATION PLAN FOR PAD SIZE ALL FOOTINGS TO BEAR ON BEARING SOIL G HANDRAIL: GRIP li4" - 2" � PROJECTION FROM WALL NO LESS THAN 1%2". OPEN RAIL: OPEN SPACE BETWEEN PICKETS SHALL BE LE55 THAN 4" CLEAR - I m 2X4 STOP 2-2X HEADER FLOOR J015T FIREBLOGK STAIRS: ONCE IN TOP 8 BOTTOM OF RUN BETWEEN STRINGERS � ALONG RUN BETWEEN STUDS USABLE SPACE UNDER STAIRS TO BE I HR FIRE CONSTRUCTION 5/8" TYPE 'X' G.W.B. (TWO LAYERS AT STAIR CEILING) m r \� /� \� 0 STA I R I��TA I�- TY� I GAS C� I SCALE: N.T.S. a o'' all 4 a a 4" GONG 4" GRAM NO51 N6 HANGER 3-2x12 STRINGERS Q W 2 2X4 BLOCKING Z (F I RESTOP) — F I REBLOGKS �O ST/�IR NOTFS: R I SFR HE I C�HT = �—�/4" Mf�X. TREAD DFPTH = 10" MIN. NASH AND ASSOG I AT�S GENERAL NOTES: I. All construction per applicable codes and ordinances. 2018 IRG, IBC.-2018 WASHINGTON STATE ENERGY GODS 2. Verify all dimensions on fob site. Bring discrepancies to the attention of Owner and/or Designer. 3. Owner will verify window sizes and manufacturers) with framer before start of construction. 4. One window per bedroom shall meet egress code. 5. Skylight glazing per 2018 IBC. 6. Truss manufacturer shall supply shop drawings to Owner and framer to review and approve before fabrication. -f. Owner will verify electrical and heat layouts with installer before installation. 8. Under all parallel bearing walls, use double foists or as noted on plan. Double foist (or extra TJI) under all non - bearing parallel walls. �. TJI products to be installed per manufacturer's installation guide and approved reports. IO.AII metal connections to treated wood shall be at a minimum; tripple zinc ZMAX (G185 per ASTM A653); Hot Dip Galvanze (ASTM A123 for connectors and ASTM153 for fasteners and anchors. I I. AI I bathroom fans, kitchen hood, and dryer ducts shal I be exhausted through the attic to the roof or through the floor system to an outside wall. All wall ducts shall terminate at least 36" from a window opening. GL I MATI G AND GEOGRAPH I G DESIGN CRITERIA: TERMITE: SLIGHT TO MODERATE DECAY: SLIGHT TO MODERATE WINTER DESIGN TEMP: 26 ° IGESHIELD REQUIRED: YE5 FLOOD HAZARDS: 2003 IGQ2 FIRM AIR FREEZING INDEX: 250 MEAN ANNUAL TEMP: 46 DES I GN DATA: ROOF LOADS: LL 25#/SF (SNOW) DL I S#/SF TOTAL 40#/SF FLOOR LOADS: LL 40#/SF DL 10#/SF TOTAL 50#/SF DECK LOADS: LL 60#/SF DL 10#/SF TOTAL 70#/5F SOIL : I500 P5F MINIMUM CONCRETE: 2500 P51 AFTER 28 DAYS (5%2 SACK MIX) -3000 P51 FOR EXTERIOR FOUNDATION WALLS, PORCHES, STEPS, AND OR GARAGE SLABS- AIR ENTRAINMENT IS BETWEEN 5-7� (TABLE 402.2 IRG) MASONRY PER 2018 IBC STEEL PER 2018 IBC (GRADE 40) WOOD PER 2018 IBC NAILING PER 2018 IRG NAILING PER TABLE R602.3(I), R802.10 WIND: 85 MPH SEISMIC: ZONE - DI V =see design GalGulations(Wdl) WEATHERING POTENTIAL: MODERATE FROST LINE: 12" E.F.P.: 45 PSF 4" BEAM: DOUGLAS FIR #2 6" BEAM: fv = 85 fb = 875 PSI E = 1,600,000 4 POST: DOUGLAS FIR #2 6" P05T: fv = 85 fb = 8�5 PSI E = I ,300,000 JO I STS d RAFTERS HEM FIR #2 � STUDS: fv = �5 fb = 850 P51 E = I ,300,000 GLU-LAM BEAMS: fv = 165 psi fb = 2,400 psi (reduced by size factor, GF�KI) E = I ,800,000 ps i NOTE: VARIATIONS FROM THE ABOVE LUMBER GRADES WILL BE NOTED ON THE PLANS. I. SUBFLOOR: T8G PLYWOOD OR OSB APA RATED STUDD-I-FLOOR I6" O.G., 3/4" WALL � ROOF SHEATHING: APA RATED SHEATIN6 24/16 7/I6" FOOTING FOR 8" WALL - IS"x 12" FOOTING 24" BELOW GRADE #4 STUB STEEL - 48" o.c. VERT. UNLESS NOTED OTHERWISE �71 REGISTERED ARCH I TEGT MIGH EL YNE JOHN50 STATE OF WP.SFFINGTON C/� ��TT�� �. �. � �-�-I r !1 V J N � ", I--� U OU o C� � Gl .�' z -� c� H � U �� U� � w z H M 0 0 � ADDRE y 1000 WA date : 03-03-21 permit: revisions: drawn by: Ro checked by: SHEET I RECEIVED May 26 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ui JT