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APPROVED BLD PLN_RESUB1 BLD2021-0657+Architectural & SITE_Plan+12.16.2021_4.48.36_PM+2578445GENERAL NOTES ALL WORK SHALL COMPLY WITH APPLICABLE CODES AND ORDINANCES INCLUDING THE 2018 INTERNATIONAL RESIDENTIAL CODE AS WELL AS THE 2018 WASHINGTON STATE ENERGY CODE AS WELL AS THE CURRENT CITY OF EDMONDS CODE. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH DESIGN DRAWINGS FOR BIDDING AND CONSTRUCTION. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF A SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT. REFER TO DIMENSIONS AND NOTES FOR SIZES AND LOCATIONS; DO NOT SCALE DRAWINGS. DIMENSIONS ARE TO FACE OF STUD OR MASONRY WALL AND CENTERLINE OF COLUMNS, UNLESS NOTED OTHERWISE. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS FOR COMPATIBILITY BEFORE PROCEEDING. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITNG TO THE PROJECT DESIGNER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. EXISTING BUILDING CONTRACTOR SHALL VERIFY ALL DIMENSIONS, MEMBER SIZES AND CONDITIONS OF THE EXISTING BUILDING DEPICTED IN THE DRAWINGS, AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES FOR POSSIBLE REDESIGN. SHORING AND BRACING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTUCTION AS REQUIRED BEFORE ANY STRUCTURAL MEMBERS ARE REMOVED OR BEFORE ANY NEW LOADS ARE ADDED UNTIL PERMANENT SUPPORT AND STIFFENING ARE INSTALLED. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE OR VEGETATION. WHERE NEW CONCRETE OR REINFORCED MASONRY ABUT EXISTING CONCRETE OR MASONRY, PROVIDE THREADED BARS INTO THREADED EXPANSION INSERTS TO MATCH AND LAP HORIZONTAL REINFORCING UNLESS NOTED OTHERWISE ON DRAWINGS. CONTRACTOR SHALL CHECK FOR ROT OR INSECT INFESTATION AT ALL WALLS, AREAS SHOWING WATER STAINS, AND ALL WOOD MEMBERS. ALL ROT SHALL BE REMOVED AND DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED AS DIRECTED BY THE ARCHITECT. LIFE SAFETY GUARDRAILS OR HANDRAILS SHALL BE PROVIDED ON ALL OPEN SIDES OF STAIRS OR ELEVATED PLATFORMS. GUARDRAILS SHALL NOT BE LESS THAN 36" HIGH. HANDRAILS SHALL BE BETWEEN 34" AND 38" ABOVE STAIR NOSING. OPENINGS SHALL RESTRICT A 4" DIAMETER SPHERE FROM PASSING THROUGH. HANDGRIPS SHALL NOT BE LESS THAN 1 1/4" NOR MORE THAN 2" IN CROSS -SECTIONAL DIMENSION. RETURN HANDRAILS AT ENDS. DOOR AND WINDOW NOTES WINDOW SUPPLIER SHALL REFER TO EXTERIOR ELEVATIONS AND SCHEDULES FOR CONFIGURATION AND OPERATION OF ALL WINDOW AND DOOR UNITS. MAINTAIN ALIGNMENTS AND FORMATS TO MEET DESIGN INTENT; ADJUST ROUGH OPENINGS AS NECESSARY. SUBMIT SHOP DRAWINGS FOR APPROVAL. ALL WINDOWS AND DOORS TO BE INSTALLED PER MANUFACTURER'S REQUIREMENTS. WINDOWS LABELED "EGRESS" ON DRAWINGS SHALL FULFILL FOLLOWING REQUIREMENT: 5.7 SF MIN. NET CLEAR OPEN AREA; 20" MIN. CLEAR OPEN WIDTH; 24" MIN. CLEAR OPEN HEIGHT; 44" MAX. SILL HEIGHT. EXTERIOR DOORS SHALL HAVE MIN.'/2" THROW ON DEAD BOLT OR DEAD LATCH AND VISITOR OBSERVATION PORT. WINDOWS WITHIN 10' OF GRADE OR ACCESSIBLE DECK MUST BE CAPABLE OF BEING LOCKED. ALL LOCKS, INCLUDING DOOR LOCKS, MUST BE ABLE TO BE OPENED WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. WINDOWS WITHIN 24" OF A DOOR AND WITHIN 60" OF FLOOR, WINDOWS WITHIN 18" OF FLOOR, GLAZED DOORS, AND ALL SHOWER OR TUB ENCLOSURES SHALL HAVE SAFETY GLAZING. MISCELLANEOUS INSTALL DRAFT STOPS IN FLOOR -CEILING ASSEMBLIES SO THAT CONCEALED SPACE DOES NOT EXCEED 1000 SF. FIRE BLOCK PER IRC R903. SOLID FUEL -BURNING APPLIANCES, INCLUDING FIREPLACES, SHALL HAVE TIGHT FITTING METAL OR GLASS DOORS AND OUTSIDE SOURCE OF COMBUSTION AIR , WITH AN OPERABLE DAMPER, DIRECTLY CONNECTED TO THE FIRE BOX, AND TIGHT -FITTING, READILY OPERABLE FLUE DAMPER OR APPROVED AUTOMATIC CONTROL. METAL FIREPLACES AND CHIMNEYS MUST BE UL- OR ICC- APPROVED AND MUST BE INSTALLED PER MANUFACTURER'S REQUIREMENTS. PROJECT INFORMATION OWNER NAME: KK SUNSET PROPERTIES LLC SITE ADDRESS: 346 SUNSET AVE N, EDMONDS, WA 98020 TAX ACCOUNT#: 27032300100400 ZONING: RS-6 LOT AREA: 10,890 SF BUILDING HEIGHT: NO CHANGE FROM EXISTING LEGAL DESCRIPTION: SEC 23 TWP 27 RGE 03RT-4) BEG NE COR OF FRONT & EDMONDS ST TH NLY ALG E SIDE OF FRONT ST 557 FT TPB TH ELY AT R ANG TO FRONT ST 75 FT TH SLY R ANG 2 FT TH ELY AT R ANG 123 FT TH NLY AT R ANG 55 FT TH WLY AT RANG 198 FT TO E SIDE FRONT ST TH SLY ALG E SIDE SD FRONT ST 53 FT TO TPB. DRAWING INDEX Al GENERAL NOTES, PROJECT DATA, DRAWING INDEX, &LEGEND A2 SITE PLAN SURVEY CIVIL ENGINEERING A3 PROPOSED FLOOR PLANS &WINDOW/ DOOR SCHEDULE A4 ELEVATIONS &BUILDING SECTIONS S1.0 STRUCTURAL NOTES S2.1 FOUNDATION PLAN S2.2 ROOF FRAMING PLAN S3.1 STRUCTURAL DETAILS S3.2 STRUCTURAL DETAILS ENERGY CODE NOTES LEGEND REQUIREMENTS OF THE 2018 WASHINGTON STATE ENERGY CODE SHALL BE FOLLOWED. SYMBOL DESCRIPTION PRESCRIPTIVE ENERGY CODE COMPLIANCE CLIMATE ZONE 4C MARINE '-� 2 X 6 STUDS AT 16" ON CENTER /. 2 X 4 STUDS AT 16" ON CENTER GLAZING U-VALUE, VERTICAL: MAX. ALLOWED: 0.30 PROPOSED: 0.28 EXISTING WALL TO REMAIN GLAZING U-VALUE, OVERHEAD: _----_ MAX. ALLOWED: 0.50 PROPOSED: 0.50 ------ EXISTING WALL TO BE REMOVED DOOR U-VALUE: MAX. ALLOWED: 0.30 PROPOSED: 0.30 BEARING WALL CEILING INSULATION: REQUIRED: R-49 PROPOSED: R-49 ❑ POST OR POINT LOAD ABOVE VAULTED CEILING INSULATION: REQUIRED: R-38 PROPOSED: R-38 - BEAM OR HEADER ABOVE GRADE WALL INSULATION: REQUIRED: R-21 PROPOSED: R-21 ❑ POST INTERIOR WALL BELOW GRADE: DIRECTION OF JOIST OR TRUSS SPAN REQUIRED: R-21 PROPOSED: R-21 (CANTILEVER DASHED) EXTERIOR WALL BELOW GRADE: REQUIRED: R-10 PROPOSED: R-10 EXTENT OF JOISTS OR TRUSSES FLOOR ABOVE UNHEATED SPACE: REQUIRED: R-30 PROPOSED: R-30 SLAB ON GRADE: �7�%T/, CHANGE IN LEVEL REQUIRED: R-10 PROPOSED: R-10 1 DETAIL NUMBER/ SHEET ON WHICH DETAIL IS Al SHOWN GLAZING U-VALUES ARE SHOWN ON THE WINDOW AND DOOR SCHEDULES. SEE SHEET A3. 1 SECTION NUMBER/ SHEET ON WHICH SECTION IS Al SHOWN IN EXISTING BUILDINGS, PER WSEC SECTION R503.1.1, EXCEPTION 2, ALL EXISTING FRAMING CAVITIES WHICH ARE EXPOSED DURING CONSTRUCTION 1 ELEVATION NUMBER/ SHEET ON WHICH SHALL BE FILLED TO THE FULL DEPTH WITH BATT INSULATION OR INSULATION Al ELEVATION IS SHOWN HAVING AN EQUIVALENT NOMINAL R-VALUE. 2x4 FRAMED WALLS SHALL BE INSULATED TO A MINIMUM OR R-15 AND 2x6 FRAMED WALLS SHALL BE P1-6 SHEAR WALL PANEL TYPE PER SHEAR WALL INSULATED TO A MINIMUM OR R-21. ROOF/ CEILING ASSEMBLIES SHALL 1x SCHEDULE/ SHEAR WALL NUMBER MAINTAIN THE REQUIRED SPACE FOR VENTILATION. WSEC R401.3 INSULATON CERTIFICATE O WINDOW NUMBER -SEE WINDOW SCHEDULE THE DESIGN PROFESSIONAL OR BUILDER SHALL COMPLETE AND POST A O DOOR NUMBER -SEE DOOR SCHEDULE INSULATION CERTIFICATE FOR RESIDENTIAL CONSTRUCTION WITHIN 3 OF THE ELECTRICAL PANEL PRIOR TO FINAL INSPECTION. Q SHOWER HEAD WSEC R403.1.1 PROVIDE A PROGRAMMABLE THERMOSTAT FOR THE PRIMARY � HOSE BIB SPACE CONDITIONING SYSTEM WITHIN EACH DWELLING UNIT. TL 4" TIGHT LINE WSEC R404.1 A MINIMUM OF 75 PERCENT OF PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES SHALL BE HIGH EFFICACY LAMPS. Fo 4" PERFORATED DRAIN FANS SHALL VENT DIRECTLY TO EXTERIOR OF THE BUILDING. FANS TO Po 4" PERFORATED FOUNDATION DRAIN OPERATE CONTINUOUS. FF FILTER FABRIC FENCE VAPOR RETARDERS SHALL BE INSTALLED AS SPECIFIED IN WSEC R502.1. �ps DOWNSPOUT EXTERIOR JOINTS SHALL BE SEALED, CAULKED, GASKETED, OR WEATHERSTRIPPED. � � � EXISTING CONTOUR OUTDOOR AIR INLET/S TO BE PROVIDED BY USING EXHAUST FANS PER IRC PROPOSED CONTOUR M1507.3.4.4. PER WSEC M1507.3.4.4, OUTDOOR AIR SHALL BE DISTRIBUTED TO EACH HABITABLE SPACE BY INDIVIDUAL OUTDOOR AIR INLETS. WHERE + 123.4 EXISTING SPOT ELEVATION OUTDOOR AIR SUPPLIES ARE SEPARATED FROM EXHAUST POINTS BY DOORS, PROVISIONS SHALL BE MADE TO ENSURE AIR FLOW BY INSTALLATION OF + 123.4 PROPOSED SPOT ELEVATION DISTRIBUTION DUCTS, UNDERCUTTING DOORS, INTALLATION OF GRILLES, TRANSOMS, OR SIMILAR MEANS. DOORS SHALL BE UNDERCUT TO A MINIMUM � REVISION OF 1/2 INCH (12.7MM) ABOVE THE SURFACE OF THE FINISH FLOOR COVERING. �sp SMOKE DETECTOR PER WSEC TABLE R402.1.1 -WINDOW &DOOR HEADERS SHALL BE INSULATED WITH A MINIMUM OF R-10 INSULATION. �cMp CARBON MONOXIDE DETECTOR EXHAUST FAN 0 THERMOSTAT OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES APPROVED PLANS MUST BE ON JOB SITE ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE City Of Edmonds Building Departureii Work �'� ----------�--------- - ------------ - ON Address �V t��--- - - Owner �� Approved Date , ��I1 ---� Building Official � i7 - � �� --- - ------------------- Permit Number t3LD2021-0657 ABBREVIATIONS B.O.W. BOTTOM OF WALL C.B. CATCH BASIN CL CENTERLINE C.O. CLEAN OUT CONC. CONCRETE CMU CONCRETE MASONRY UNITS DN DOWN EL. ELEVATION EQ. EQUAL E EXISTING EW EACH WAY EXT'G EXISTING F.F.E. FINISHED FLOOR ELEVATION O/C ON CENTER P/B PLANTING BED SIM SIMILAR T.O.W. TOP OF WALL TYP. TYPICAL U.N.O. UNLESS NOTED OTHERWISE V.I.F. VERIFY IN FIELD W/ WITH STROBE DESIGN LLC 1122NJST TACOMA, WA 98403 PHONE: (206) 661-3622 1255� REGISTERED A I ECT JACOB A STROBE S ATE OF WASHINGTON LLI U z LLI N LLI � O w rn � � Q w � O � O co � � w REVISIONS BY BLD2021-0657 RESUB Dec 17 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Date 12/16/2021 Scale Drawn Job Sheet M r OO r SITE PLAN I/Q,II = I I—OII NORTH PROJECT INFORMATION ZONING CALCULATIONS LOT AREA: 10,711 SF OWNER NAME: KK SUNSET PROPERTIES LLC LOT COVERAGE: ALLOWABLE SITE ADDRESS: 346 SUNSET AVE N, EDMONDS, WA 98020 35% OF 10,711 SF: 3,749 SF EXISTING HOUSE FOOTPRINT: 1,408 SF TAX ACCOUNT#: 27032300100400 EXISTING FRONT PORCH: 229 SF EXISTING REAR DECK: 24 SF ZONING: RS-6 EXISTING SHED: 238 SF PROPOSED GARAGE: 675 SF LOT AREA: 10,711 SF PROPOSED BREEZEWAY: 80 SF PROPOSED COVERED PATIO: 500 SF BUILDING HEIGHT: NO CHANGE FROM EXISTING PROPOSED COVERAGE: 3,154 SF (29.44%) LEGAL DESCRIPTION: SEC 23 TWP 27 RGE 03RT-4) BEG NE COR OF FRONT & EDMONDS ST TH NLY ALG E SIDE OF FRONT ST 557 FT IMPERVIOUS AREA CALCULATIONS TPB TH ELY AT R ANG TO FRONT ST 75 FT TH SLY R ANG 2 FT TH EXISTING HOUSE ROOF OUTLINE: 2,029 SF ELY AT R ANG 123 FT TH NLY AT R ANG 55 FT TH WLY AT RANG 198 EXISTING DRIVEWAY: 1,754 SF FT TO E SIDE FRONT ST TH SLY ALG E SIDE SD FRONT ST 53 FT TO EXISTING REAR PATIO: 412 SF TPB. EXISTING WALKWAY &SIDEWALK: 293 SF SI [iPF TOTAL EXISTING: 3,342 SF LOT SLOPE = 1 %-5% (VARIES) PROPOSED NEW/ REPLACED GRADING NEW ROOF (INCLUDES AREA OVER GARAGE, PATIO, AND BREEZEWAY). RUNOFF ROUTED TO CATCH BASIN THAT 8 CUBIC YARDS CUT CONNECTS TO PUBLIC STORM SYSTEM: 1,523 SF NEW CONCRETE: 635 SF HEIGHT CALCULATIONS HOUSE TOTAL NEW/ REPLACED: 2,167 SF A = +40.5' TOTAL: 5,509 SF B = +39.5' C = +39.5' D = +40.5' AVERAGE GRADE = 40.0' MAXIMUM = 65.0' PROPOSED = (NO CHANGE FROM EXISTING) HEIGHT CALCULATIONS GARAGE A = +40.5' B = +40.5' C = +41.0' D = +40.0' AVERAGE GRADE = 40.5' MAXIMUM = 55.5' PROPOSED = 55.5' (15' FROM AVERAGE GRADE) •e Nothing in the permit approval process shall be interpreted as allowing or permitting the maintenance of any currently existing illegal, nonconforming or unpermitted building, structure or site condition which is outside the scope of the permit application, regardless of whether such building, structure or condition is shown on the site plan or drawing. Such building, structure or condition may be the subject of a separate enforcement action. Zone RS-6 Corner N Flag N Setbacks: Required Actual 20' W > 20' Front 5' N&S>5' Sides Rear 15' E > 15' Other Height 15' 15' APPROVED BY PLANNING Dec 30 2021 STROBE DESIGN LLC 1122NJST TACOMA, WA 98403 PHONE: (206) 661-3622 12358 REGISTERED (` TECT JACOB A STROBE ATE OF WASHINGTON w U Z W 0 N w � N I..L O � > ��� � o � O O/ j M �W REVISIONS BY BLD2021-0657 RESUB Dec 17 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Date 12/16/2021 Scale I/4" = I'-O" Drawn Job Sheet EGAL DESCRIPTIO (PER BARGAIN AND SALE DEED RECORDING# 202101050533) THAT PORTION OF GOVERNMENT LOT 1 IN SECTION 23, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M., IN SNOHOMISH COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF FRONT STREET AND EDMONDS WAY IN THE CITY OF EDMONDS: THENCE NORTH ALONG THE EAST LINE OF SAID FRONT STREET, 557 FEET TO THE TRUE POINT OF BEGINNING; THENCE EASTERLY AT RIGHT ANGLES TO FRONT STREET, 75 FEET; THENCE SOUTHERLY AT RIGHT ANGLES, 2 FEET; THENCE EAST AT RIGHT ANGLES, 123 FEET; THENCE NORTHERLY AT RIGHT ANGLES, 55 FEET; THENCE WESTERLY AT RIGHT ANGLES, 198 FEET TO THE EAST LINE OF FRONT STREET; THENCE SOUTHERLY ALONG THE EAST LINE OF SAID FRONT STREET, 53 FEET TO THE TRUE POINT OF BEGINNING; SITUATE IN THE CITY OF EDMONDS, COUNTY OF SNOHOMISH, STATE OF WASHINGTON. BASIS OF BEARINGS HELD A CALCULATED BEARING OF N 71 °45'29" E BETWEEN FOUND MONUMENTS PER R1. REFERENCES R1. RECORD OF SURVEY, REC. N0. 200106115001, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. VERTICAL DATUM NAVD88 PER GPS OBSERVATIONS. SURVEYORS NOTES 1. THE TOPOGRAPHIC SURVEY SHOWN HEREON WAS PERFORMED IN OCTOBER OF 2021. THE FIELD DATA WAS COLLECTED AND RECORDED ON MAGNETIC MEDIA THROUGH AN ELECTRONIC THEODOLITE. THE DATA FILE IS ARCHIVED ON DISC OR CD. WRITTEN FIELD NOTES MAY NOT EXIST. CONTOURS ARE SHOWN FOR CONVENIENCE ONLY. DESIGN SHOULD RELY ON SPOT ELEVATIONS. 2. ALL MONUMENTS SHOWN HEREON WERE LOCATED DURING THE COURSE OF THIS SURVEY UNLESS OTHERWISE NOTED. 3. THE TYPES AND LOCATIONS OF ANY UTILITIES SHOWN ON THIS DRAWING ARE BASED ON INFORMATION PROVIDED TO US, BY OTHERS OR GENERAL INFORMATION READILY AVAILABLE IN THE PUBLIC DOMAIN INCLUDING, AS APPLICABLE, IDENTIFYING MARKINGS PLACED BY UTILITY LOCATE SERVICES AND OBSERVED BY TERRANE IN THE FIELD. AS SUCH, THE UTILITY INFORMATION SHOWN ON THESE DRAWINGS ARE FOR INFORMATIONAL PURPOSES ONLY AND SHOULD NOT BE RELIED ON FOR DESIGN OR CONSTRUCTION PURPOSES; TERRANE IS NOT RESPONSIBLE OR LIABLE FOR THE ACCURACY OR COMPLETENESS OF THIS UTILITY INFORMATION. FOR THE ACCURATE LOCATION AND TYPE OF UTILITIES NECESSARY FOR DESIGN AND CONSTRUCTION, PLEASE CONTACT THE SITE OWNER AND THE LOCAL UTILITY LOCATE SERVICE (800-424-5555). 4. SUBJECT PROPERTY TAX PARCEL N0. 27032300100400. 5. SUBJECT PROPERTY AREA PER THIS SURVEY IS 10,711 f S.F. (0.25 ACRES) 6. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT. EASEMENTS AND OTHER ENCUMBRANCES MAY EXIST THAT ARE NOT SHOWN HEREON. 7. EXISTING STRUCTURES) LOCATION AND DIMENSIONS ARE MEASURED FROM THE FACE OF THE SIDING UNLESS OTHERWISE NOTED. 8. FIELD DATA FOR THIS SURVEY WAS OBTAINED BY DIRECT FIELD MEASUREMENTS WITH A CALIBRATED ELECTRONIC 5-SECOND TOTAL STATION AND/OR SURVEY GRADE GPS OBSERVATIONS. ALL ANGULAR AND LINEAR RELATIONSHIPS ARE ACCURATE AND MEET THE STANDARDS SET BY WAC 332-130-090. ACU ❑ AC UNIT L+J AREA DRAIN _ ASPHALT SURFACE ������� BUILDING CENTERLINE ROW CO o CLEANOUT 0 CONCRETE SURFACE ® DECK �)� FENCE LINE (CABLE) �� FENCE LINE (WOOD) G GAS LINE G ❑ GAS METER r.�.�_.�.� GRAVEL SURFACE � INLET (TYPE 1) L�❑ LIGHT POLE LEGEND ►fit MONUMENT IN CASE (FOUND) �+� NAIL AS NOTED PH ❑ POWER HAND HOLE P ❑ POWER METER Pv POWER VAULT Q REBAR AS NOTED (FOUND) RETAINING WALL SS SEWER LINE (�) SEWER MANHOLE SD STORM DRAIN LINE TEL SENTRY ❑ TELEPHONE SENTRY SIZE TYPE O TREE (AS NOTED) W WATER LINE WM u WATER METER MWQ MONITORING WELL 1� �� ^Mn FOUND PK NAIL W/ WASHER, LS# 22969 � AT PROP COR 30' _ � ROW k s� J � Q L7 Q II'� � �MW (fW 7_ + L APPROX. LOCATION - PER PAINT MARKS � �/� `� J W W CB (TYPE 1) � 3 - 9.00x RIM-38.37 � IE(SE.) 6"PVC=35.57' IE(SW.) 12"PVC=35.07' r n N 58 31 20 W � 30.00' SET PK NAIL W/ WASHER- N SSMH RIM=27.40' IE(NE./SW.) 8"GONG=19.35'(C.C.) ( I ,�, � �2 U S .a. � .. • • �'��•�. WALL .!.: %�° �•.• � '�'�' 0.5'NE � �� • •.3� :� n�' cP w � ,. ,. •�9s ��: WALL �: •� x39.9 0.2'NE OGRAPHIC &BOUNDARY SURVEY W J Z � � ASPHALT 39 9px O k°1 CONC. WALL °� BLDG WALL f ALONG PROP LINE 0 CONC. WALL x4o.s J (n WALL � a WALL � o Q o.1'sw �'� o.4'sw x,2� N 58°31'20" W 197.47 4�. �� ASPHALT �^, ��� •. a' WALL 0.3' � •°° OVERHANG RO6 gOs-�°�� EAVE r` a �' AD o-o l h o-° CONC. WALL ^� .. �, Ros -°h EAVE 3a.o 3s.o J 3a. °o,I�AC,'U x�°6 o � h RIM=35.03' CONC � :y: a. 37.9' a' 3>. � „� � `� ^� � 3s.2 38. 2 x� °x STEPS ° CONC. WALL x • e•'�'a J � �39.9 w >I METAL METAL N c�� 3 .o `�� .. 54 Ap qy %�°F' dos � � �' PH , .Z �� � Y w w WWELOLW WINDOW �j O' . r �3� :o•�;..•: "":.a � �' •. ' 'a O O ' .O.' •: C) � WELL r-� •. �. as � .. • ...� .� • . aa.. ��� N � i • •' � I BLDG J w x40. CONC. 4U53 r WALL x4o.3 ;. �.. : • �' � � � ��' 0 ,• �.:. � • � =kOk A OVERHANG � > �•. 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LOCATION "' �°`° `4 • �.a•' •;.�d�,,,.,•: .. � ..,... •'',e� ' �.�;.. � •'A. � PER RECORDS (TYP) � n �:: ' .• ... •• a: ' �.4 � :: � : .. . . � . . .a � • .:a.� .•6 y . r: .y' APPROX. LOCATION ;d� . ••.:a •:, • ..: •: • �•a'; ''�•.a: a.�:. � . • . � PER PSE MAP •.t � '•'a ...'r `.' .•i�. .�. � - ''�'�•� •� a.:. �� •�' %' ',�•.-. 0 31.1' � N � o HOUSE 0 CB (TYPE 1) RIM=39.36' t� � SDN IE(NE.) 12"PVC=34.81' IE(NW.) 12"PVC=34.76' t� SSMH RIM=40.55' c�i� IE(NE./SW.) 8"GONG=32.90'(C.C.) FOUND MON IN CASE BRASS DISK, DOWN 0.8 ao � W / �� �� i o z ;V / W z �\ l � Sri �� wQj C�� ��P� / I�� Z � �� � �- ��/ � N ��0� �� ��s�P��/ z � o, � G 0 � �ti/ �% �^ / � � / FOUND MON IN CASE ►� BRASS PIN, DOWN 1.8 � 35.99' N 60'45'40" W HELD R1 EDMONDS ST 10 0 5 10 ( IN FEET ) 1 INCH = 10 FT. INDEXING INFORMATION NW4 N a SW4 SE a SE 1 /4 NE 1 /4 SECTION: 23 TOWNSHIP: 27N RANGE: 03E, W.M. COUNTY: SNOHOMISH SET PK NAIL W/ WASHER AT PROP COR FENCE END 1.1'SW OF LINE 8c- 0.7'NW FROM PROP COR CONC WALL 42 02x o � WALL N o; "' 0.7'SW WALL 0.7'SW WALL �,� �; 0.4'SW �.::'.'.' �.. �.. • �'.'...... �u �..'.'.'.'...s:LOCK:'WAL.I�:.... '.'.'....h�.�:,, M � FENCE END m R........... �........... 1.1'SW ,,, :.:.:..... „� ...........W. I.......�: �. �....... �....... >''' �.'.'.'.'.'.'.'. ...� '' SHED ..Q ... �._._._._.U.. �.'.'.'.':'.'.'. .'�.:''+� ' ' ' w..... z. o. .':' ff '.'.' '...J ':':'.'.. C?. ... w... .. ........ �.�.... .'.'.'.'. CL.'................................................. ����-�� ���� '.'.'.'.GR A'VEF':':':':':'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'...'.'. ����� ���� . h��� ��' •39.5 ��0 FENCE END �99 0.2'NW 3g 6" 39 9 FENCE END AD 0.4'SE RIM=38.86' LJ °� FOUND REBAR/CAP LS 22969 a 0.11 NE OF LINE & 0.1 TSE FROM PROP � COR 7 FENCE END �9e 0.2' S W1 WALL I 3g & 3g 0 �9d WALL 1.6'SW m BLOCK WALL ^�°' FENCE COR M 0.1'SW OF LINE & 0.5'NW FROM PROP COR STEEP SLOPE/BUFFER DISCLAIMER: x40.1 WALL 0.3'NW FENCE END 0.1'SE � WALL �0.4'SE 3g�"39 O s O • .� Z 7 THE LOCATION AND EXTENT OF STEEP SLOPES SHOWN ON THIS DRAWING ARE FOR INFORMATIONAL PURPOSES ONLY AND CANNOT BE RELIED ON FOR DESIGN AND/OR CONSTRUCTION. THE PITCH, LOCATION, AND EXTENT ARE BASED SOLELY ON OUR GENERAL OBSERVATIONS ON SITE AND OUR CURSORY REVIEW OF READILY AVAILABLE PUBLIC DOCUMENTS; AS SUCH, TERRANE CANNOT BE LIABLE OR RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY STEEP SLOPE INFORMATION. ULTIMATELY, THE LIMITS AND EXTENT OF ANY STEEP SLOPES ASSOCIATED WITH ANY SETBACKS OR OTHER DESIGN OR CONSTRUCTION PARAMETERS MUST BE DISCUSSED AND APPROVED BY THE REVIEWING AGENCY BEFORE ANY CONSTRUCTION CAN OCCUR. rackett's ding North VICINITY MAP N.T.S. w I..L O O �' 0 Z 0 M O� Ax� N W O J U W _ U = Q r� V O O Gaspers St d Q a ti� Giltner L tle Free Library BLD2 1 Sc1pr I n >unset Ave monds, WA... onds Center •;•, For the Arts rn a Daley St ,� 7 b` Fa,� o�as `�' S�raaue SY W U W 0 _ W � z � Q rW^ �+ J � N vJ Q (� z O � O M � w N c6 N ■1 O � � O � � CO N N O� � C >Q � � dJ N � � N � Q > N fl- m � fV O CO .--I CO � � � � (,!) L(� . � a--+ N � � (V L d- a--� � �, c � •- O fl- t--I O DD O ,�I {�1 �� 211944 �E:17 2021 10/22/2021 � rs��ees JAK CHECKED BY: JGM / TBH HOIy` SCALE: 1 " = 10' REVISION HISTORY SHEET NUMBER 1 OF 1 ' NORTH �RO�OS�D 1"�� � N. ��OOR ���� II/411 = II_OII PLAN NOTES 1.) ALL DIMENSIONS TO FACE OF FRAMING. 2.) GC TO VERIFY LOCATION OF EXISTING FRAMING AND HEADERS. WINDOW SCHEDULE WIDTH X HEIGHT O7'-6" X 3'-0", FIXED WINDOW, 0.30 U-VALUE O2'-6" X 3'-0", PICTURE WINDOW, 0.30 U-VALUE O2'-6" X 3'-0", PICTURE WINDOW, 0.30 U-VALUE O2'-6" X 3'-0", PICTURE WINDOW, 0.30 U-VALUE WINDOW NOTES: 1.) NEW WINDOWS TO BE INSULATED LOW E, ARGON GAS FILLED, MINIMUM U-VALUE OF 0.30, &NFRC CERTIFIED, TYP. 2.) CONTRACTOR TO VERIFY ALL ROUGH OPENING DIMENSIONS W/MANUFACTURER PRIOR TO FRAMING. DOOR SCHEDULE WIDTH X HEIGHT OI 3'-0" X 6'-8", INSWING DOOR, TEMP., 0.30 U-VALUE O9'-0" X 8'-0", GARAGE DOOR, 0.30 U-VALUE O10'-0" X 10'-0", GARAGE DOOR, 0.30 U-VALUE O3'-0" X 6'-8", INSWING DOOR, TEMP., 0.30 U-VALUE DOOR NOTES: 1.) NEW DOORS TO BE INSULATED LOW E, ARGON GAS FILLED, MINIMUM U-VALUE OF 0.30, &NFRC CERTIFIED, TYP. 2.) CONTRACTOR TO VERIFY ALL ROUGH OPENING DIMENSIONS W/MANUFACTURER PRIOR TO FRAMING. ROOF �IENTIL�TION G�LGULl�TION: PRO�IIDED BY 2" CONTINUOUS MET,4L PENT � CONTINUOUS RIDGE �IENT TYPIG�L RG806.2 MINIMUM �IENT fi�REfi�. THE MINIMUM NET FREE �IENTILfi�TION �RE� SHALL �E I/I50 OF THE fi�REfi� OF THE VENTED SP�GE. ITT I G fi�REfi� = 675 SF (104 L I N I �L FEET) TOTfi�L �TTI G fi�REfi� = 675 5F/150 = 4.5 SF REQU I RFD TOT,4L �IENT �RE� PRO�II DED _ (104 L I N I �L FFET X 2 ")/12 = I -1.53 SF PROM DED t �������������������� � Landing required at all exterior ' ' doors. Landing dimension should be � � no less than the width of the door � � and 36" in the direction of travel. � � Please refer to 2018 IRC R311.3 ' � Floors and Landings at Exterior • ' Doors for other requirements. � _. _. �. _. _.t. �. _. _. _. J ■ i �� � N , �I ��� ♦� WALL TYPES: � NEW 2X6 WOOD STUD @ 16" O.C. WALLS WITH 1/2" GYPSUM WALLBOARD ON INTERIOR SIDE INSULATION PER COVER SHEET Al �� NEW 2X4 WOOD STUD @ 16" O.C. WALLS WITH 1/2" GYPSUM WALLBOARD ON EACH SIDE INSULATION PER COVER SHEET Al �sp SMOKE DETECTOR (HARD -WIRED W/ BATTERY BACKUP) {�Mp CARBON MONOXIDE DETECTOR Q EXHAUST FAN heat detector required in the new � � attached garage area. This shall be � �' � interconnected with the other ' • ■_��•�.�r I I smoke detectors m the home so when one is tripped they all sound. � The is in accordance with 2018 IRC � � Section R314.2.1 ' STROBE DESIGN LLC 1122NJST TACOMA, WA 98403 PHONE: (206) 661-3622 12358 REGISTERED A ECT JACOB A STROBE S ATE OF WASHINGTON W U z w 0 o W N w rn � � Q � o � O �/ � � j M �W REVISIONS BY BLD2021-0657 RESUB Dec 17 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Date 12/16/2021 Scale I/4" = I'-O" Drawn Job Sheet _' ELEV. CV PLATE ELEV. 12 1 22 �� I I � I I o I I N I I I r I I I SLAB ELEV. 1 NORTH ELEVATION U EXISTING STAIR TO REMAIN SOUTf� �����T I ON. _i r NEW ALUMINUM DOWNSPOUT LOCATION DISCHARGE TO EXISTING APPROVED LOCATION ►� NEW METAL ROOF AT GARAGE, TYP. NI.UM �U�TE DOOR, TEMP. NEW COMPOSITE SIDING AT ADDITION TO MATCH EXISTING, � APPROVED BY PLANNING ��� � ��� �� Dec 30 2021 MAX HEIGHT IS 15 FEET FROM AVERAGE GRADE. 12 r 22 CV EXISTING STAIR TO REMAIN RIDGE ELEV. PLATE ELEV. T T _I T_ CV r SL/�.B ELEV. � AVG. GRADE YNOTES ICAL ROOF CONSTRUCTION =TAL ROOFING '` 30# BUILDING PAPER * ROOF SHEATHING PER STRUCTURAL * FRAMING PER PLAN O TYPICAL EXTERIOR WALL CONSTRUCTION SIDING PER ELEVATIONS 15# BUILDING PAPER SHEATHING PER STRUCTURAL FRAMING PER PLAN OEXISTING CONCRETE SLAB TO REMAIN FS *FINISH FLOORING * 4" CONCRETE * 3 MIL. VAPOR BARRIER * 6" CRUSHED ROCK � � EAST ELEVATION U WEST ELEVATION �II/'�/'�AIT �ArTAI 6I�R�6� S�GTION /411 = I I-OII ELEV. _� T 12 �, 22�� PLATE ELEV. r r _I r \� CV N W� �O R, TE P�� SLAB ELEV. STROBE DESIGN LLC 1122NJST TACOMA, WA 98403 PHONE: (206) 661-3622 12358 REGISTERED ECT JACOB A STROBE ATE OF WASHINGTON I..I.J U Z I..I.J VJ w N o w rn � � Q w � O /A O .VVM{J'^ Q ll' JY w REVISIONS BY BLD2021-0657 RESUB Dec 17 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Date 12/16/2021 Scale I/4" = I'-O" Drawn Job Sheet STRUCTURAL NOTES CRITERIA 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (2018 EDITION). 2. DESIGN LOADING CRITERIA: ROOF ROOF LIVE LOAD ......................... 25 PSF MISCELLANEOUS LOADS PARTITION LOADING ....................... 10 PSF DEFLECTION CRITERIA LIVE LOAD DEFLECTION ..................... L/360 TOTAL LOAD DEFLECTION ..................... L/240 ENVIRONMENTAL LOADS SNOW ........... Ce=1.0, Is=1.0, Ct=1.1, Pg=25 PSF, Pf=20 PSF WIND ....... GC i=0.18 110 MPH RISK CATEGORY II EXPOSURE "B" P EARTHQUAKE .ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE SITE CLASS=D,Ss=150,Sds=100,S1=50,SD1=33,SDC D,le=1.0 LATERAL FORCE PROCEDURES: LIGHT FRAMED SHEARWALLS R=6.5, Cs=0.130, V=1.46 KIPS TIMBER CANTILEVER COLUMNS R=1.5, Cs=0.566, V=2.90 KIPS SEE PLANS FOR ADDITIONAL LOADING CRITERIA 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. ARCHITECTURAL DRAWINGS ARE THE PRIME CONTRACT DRAWINGS. ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, THE SPECIFICATION, THESE GENERAL NOTES AND THE SITE CONDITIONS SHALL BE REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE GENERAL CONTRACTOR'S RISK. 4. PRIMARY STRUCTURAL ELEMENTS NOT DIMENSIONED ON THE STRUCTURAL PLANS AND DETAILS SHALL BE LOCATED BY THE ARCHITECTURAL PLANS AND DETAILS. VERTICAL DIMENSION CONTROL IS DEFINED BY THE ARCHITECTURAL WALL SECTIONS, BUILDING SECTION, AND PLANS. DETAILING AND SHOP DRAWING PRODUCTION FOR STRUCTURAL ELEMENTS WILL REQUIRE DIMENSIONAL INFORMATION CONTAINED IN BOTH ARCHITECTURAL AND STRUCTURAL DRAWINGS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTORS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 6. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. CONFORM TO ASCE 37-14 "DESIGN LOADS ON STRUCTURES DURING CONSTRUCTION". 7. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. ALL TYPICAL NOTES AND DETAILS SHOWN ON DRAWINGS SHALL APPLY, UNLESS NOTED OTHERWISE. TYPICAL DETAILS MAY NOT NECESSARILY BE INDICATED ON THE PLANS BUT SHALL STILL APPLY AS SHOWN OR DESCRIBED IN THE DETAILS. WHERE TYPICAL DETAILS ARE NOTED ON THE PLANS, THE SPECIFIED TYPICAL DETAIL SHALL BE USED. WHERE NO TYPICAL DETAIL IS NOTED, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CHOOSE THE APPROPRIATE TYPICAL DETAIL FROM THOSE PROVIDED OR REQUEST ADDITIONAL INFORMATION. THE CONTRACTOR SHALL SUBMIT ALL PROPOSED ALTERNATE TYPICAL DETAILS TO THOSE PROVIDED WITH RELATED CALCULATIONS TO THE ENGINEER FOR APPROVAL PRIOR TO SHOP DRAWING PRODUCTION AND FIELD USE. 9. ALL STRUCTURAL SYSTEMS, WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED, SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. 10. SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. CONNECTOR PLATE WOOD ROOF TRUSSES GLUED LAMINATED MEMBERS APPROVED SETS OF ALL SHOP DRAWINGS SHALL ALSO BE SUBMITTED TO THE BUILDING DEPARTMENT. 11. SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD, THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD. CONTRACTOR SHALL REVIEW DRAWINGS FOR CONFORMANCE WITH THE MEANS, METHODS, TECHNIQUES, SEQUENCES AND OPERATIONS OF CONSTRUCTION, AND ALL SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO. SUBMITTALS SHALL INCLUDE A REPRODUCIBLE AND ONE COPY; REPRODUCIBLE WILL BE MARKED AND RETURNED WITHIN TWO WEEKS OF RECEIPT WITH A NOTATION INDICATING THAT THE SUBMITTAL HAS BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE SUBMITTED ITEMS SHALL NOT BE INSTALLED UNTIL THEY HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, BY INDICATING WHICH MATERIAL IS INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. QUALITY ASSURANCE 13. SPECIAL INSPECTION SHALL BE PROVIDED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND SECTIONS 110 AND 1705 OF THE INTERNATIONAL BUILDING CODE BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT, AND RETAINED BY THE BUILDING OWNER. THE ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING DEPARTMENT SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION AND TEST RESULTS. SPECIAL INSPECTION OF THE FOLLOWING TYPES OF CONSTRUCTION IS REQUIRED UNLESS NOTED OTHERWISE. SOIL CONDITIONS, FILL PLACEMENT, AND DENSITY PER TABLE 1705.E EXPANSION BOLTS AND THREADED EXPANSION INSERTS PER MANUFACTURER EPDXY GROUTED INSTALLATIONS PER MANUFACTURER PERIODIC INSPECTION: INSPECTION SHALL BE PERFORMED AT INTERVALS NECESSARY TO CONFIRM THAT WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE WITH REQUIREMENTS. CONTINUOUS INSPECTION: INSPECTOR SHALL BE ONSITE AND OBSERVE THE WORK REQUIRING INSPECTION AT ALL TIMES THAT WORK IS PERFORMED. 14. UNLESS OTHERWISE NOTED, THE FOLLOWING ELEMENTS COMPRISE THE SEISMIC -FORCE - RESISTING SYSTEM AND ARE SUBJECT TO SPECIAL INSPECTION FOR SEISMIC RESISTANCE IN ACCORDANCE WITH SECTION 1705.12 OF THE INTERNATIONAL BUILDING CODE. A. STRUCTURAL WOOD SHEAR WALL SYSTEMS REQUIRE PERIODIC INSPECTION FOR FIELD CLUEING, NAILING, BOLTING, ANCHORING AND OTHER FASTENING OF COMPONENTS WITHIN THE SEISMIC FORCE, RESISTING SYSTEM INCLUDING SHEAR WALLS, DIAPHRAGMS, DRAG STRUTS, BRACES AND HOEDOWNS. 15. STRUCTURAL OBSERVATION SHALL BE PERFORMED IN ACCORDANCE WITH SECTIONS 1704.E OF THE INTERNATIONAL BUILDING CODE FOR THE FOLLOWING BUILDING ELEMENTS: LIGHT FRAMED SHEAR WALLS HOLDDOWNS THE CONTRACTOR SHALL PROVIDE THE ENGINEER OF RECORD ADEQUATE NOTICE TO SCHEDULE APPROPRIATE SITE VISITS FOR STRUCTURAL OBSERVATION. STRUCTURAL OBSERVATION MEANS THE VISUAL OBSERVATION OF THE STRUCTURAL SYSTEM, FOR GENERAL CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS, AT SIGNIFICANT CONSTRUCTION STAGES AND AT COMPLETION OF THE STRUCTURAL SYSTEM. STRUCTURAL OBSERVATION DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR THE INSPECTIONS REQUIRED BY SECTION 110, 1705, OR OTHER SECTIONS OF THE INTERNATIONAL BUILDING CODE. THE OWNER SHALL EMPLOY THE ENGINEER OR ARCHITECT RESPONSIBLE FOR THE STRUCTURAL DESIGN, TO PERFORM STRUCTURAL OBSERVATION. OBSERVED DEFICIENCIES SHALL BE REPORTED IN WRITING TO THE OWNER'S REPRESENTATIVE, SPECIAL INSPECTOR, CONTRACTOR, AND THE BUILDING OFFICIAL. THE STRUCTURAL OBSERVER SHALL SUBMIT TO THE BUILDING OFFICIAL A WRITTEN STATEMENT THAT THE SITE VISITS HAVE BEEN MADE AND IDENTIFYING ANY REPORTED DEFICIENCIES WHICH, TO THE BEST OF THE STRUCTURAL OBSERVER'S KNOWLEDGE, HAVE NOT BEEN RESOLVED. GEOTECHNICAL 16. FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE ASSUMED AND THEREFORE MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER OR APPROVED BY THE BUILDING OFFICIAL. IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18" BELOW ADJACENT FINISHED GRADE. UNLESS OTHERWISE NOTED, FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE. ALLOWABLE SOIL PRESSURE ...................... 2000 PSF RENOVATION 17. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 PSF. 18. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER IF EXISTING CONDITIONS DETERMINED DURING WORK VARY FROM THE EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS. 19. CONTRACTOR SHALL CHECK FOR DRY ROT AT ALL AREAS OF NEW WORK. ALL ROT SHALL BE REMOVED AND DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED AS DIRECTED BY THE STRUCTURAL ENGINEER OR ARCHITECT. CONCRETE 20. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH ACI 301, INCLUDING TESTING PROCEDURES. CONCRETE SHALL ATTAIN A 28-DAY STRENGTH OF f'c = 3,000 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5-1/2 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS. REQUIRED CONCRETE STRENGTH IS BASED ON THE DURABILITY REQUIREMENTS OF SECTION 1904 OF THE IBC. DESIGN STRENGTH IS f'c = 2,500 PSI. 21. ALL CONCRETE WITH SURFACES EXPOSED TO WEATHER OR STANDING WATER SHALL BE AIR -ENTRAINED WITH AN AIR -ENTRAINING AGENT CONFORMING TO ASTM C260, C494, AND C618. TOTAL AIR CONTENT FOR FROST -RESISTANT CONCRETE SHALL BE IN ACCORDANCE WITH ACI 318-14, TABLE 19.3.2.1 MODERATE EXPOSURE, F1. 22. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 60, FY = 60,000 PSI. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. 23. DETAILING OF REINFORCING STEEL (INCLUDING HOOKS AND BENDS) SHALL BE IN ACCORDANCE WITH ACI 315-99 AND 318-14. LAP ALL CONTINUOUS REINFORCEMENT 12. DEFERRED SUBMITTALS: SHOP DRAWINGS AND CALCULATIONS OF DEFERRED SUBMITTAL #5 AND SMALLER 40 BAR DIAMETERS OR 2'-0" MINIMUM. PROVIDE CORNER BARS AT COMPONENTS SHALL BE STAMPED AND SIGNED BY A STRUCTURAL ENGINEER LICENSED ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS #5 AND SMALLER 40 BAR IN THE STATE OF WASHINGTON AND SHALL BE APPROVED BY THE COMPONENT DESIGNER DIAMETERS OR 2'-0" MINIMUM. PRIOR TO REVIEW BY THE ARCHITECT OR ENGINEER OF RECORD FOR GENERAL CONFORMANCE. ALL NECESSARY CONNECTIONS NOT SPECIFICALLY CALLED OUT ON THE NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS ARCHITECTURAL OR STRUCTURAL DRAWINGS SHALL BE INCLUDED. SHOP DRAWINGS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. SHALL INCLUDE THE MAGNITUDE AND DIRECTION OF ALL LOADS IMPOSED ON THE BASIC STRUCTURE. DESIGN CALCULATIONS SHALL ACCOMPANY ALL DEFERRED SUBMITTALS. THE ARCHITECT OR CONTRACTOR SHALL FORWARD DEFERRED SUBMITTALS TO THE BUILDING OFFICIAL WHERE REQUIRED. DEFERRED SUBMITTAL BUILDING COMPONENTS FOR THIS PROJECT SHALL INCLUDE PREFABRICATED CONNECTOR PLATE WOOD ROOF TRUSSES 24. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH...............................3" FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#5 BARS OR SMALLER).. 1-1/2" SLABS AND WALLS (INT. FACE)... GREATER OF BAR DIAMETER PLUS 1/8" OR 3/4" 25. CONCRETE WALL REINFORCING --PROVIDE THE FOLLOWING UNLESS DETAILED OTHERWISE: 8" WALLS #4 @ 12 HORIZ. #4 @ 18 VERTICAL 1 CURTAIN 26. CAST -IN -PLACE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS THROUGH CONCRETE WALLS. SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES, BOTH CAST -IN -PLACE AND PRECAST. ANCHORAGE 27. EXPANSION BOLTS INTO CONCRETE SHALL BE "STRONG -BOLT 2" WEDGE ANCHORS AS MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY AND INSTALLED IN STRICT CONFORMANCE TO ICC-ES REPORT NUMBER ESR-3037, INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. BOLTS INTO CONCRETE MASONRY OR BRICK MASONRY UNITS SHALL BE INTO FULLY GROUTED CELLS. PERIODIC SPECIAL INSPECTION IS REQUIRED TO VERIFY ANCHOR TYPE, ANCHOR DIMENSIONS, ANCHOR LOCATION, TIGHTENING TORQUE, HOLE DIMENSIONS, ANCHOR EMBEDMENT, AND ADHERENCE TO THE INSTALLATION INSTRUCTIONS. 28. EPDXY -GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) SPECIFIED ON THE DRAWINGS SHALL BE INSTALLED USING "SET-XP" HIGH STRENGTH EPDXY AS MANUFACTURED BY THE SIMPSON STRONG, TIE COMPANY. INSTALL IN STRICT ACCORDANCE WITH ICC-ES REPORT NO. ESR-2508. MINIMUM BASE MATERIAL TEMPERATURE IS 50 DEGREES, F. RODS SHALL BE ASTM A-36 UNLESS OTHERWISE NOTED. PERIODIC SPECIAL INSPECTION OF INSTALLATION IS REQUIRED TO VERIFY ANCHOR OR EMBEDED BAR TYPE AND DIMENSIONS, LOCATION, ADHESIVE IDENTIFICATION AND EXPIRATION, HOLE DIMENSIONS, HOLE CLEANING PROCEDURE, ANCHOR EMBEDMENT, AND ADHERENCE TO THE INSTALLATION INSTRUCTIONS. CONTINUOUS SPECIAL INSPECTION IS REQUIRED FOR HORIZONTAL AND OVERHEAD INSTALLATIONS. WOOD 29. FRAMING LUMBER SHALL BE S-DRY, KD, OR MC-19, AND GRADED AND MARKED IN CONFORMANCE WITH WCLIB STANDARD "GRADING RULES FOR WEST COAST LUMBER NO. 17", OR WWPA STANDARD, "WESTERN LUMBER GRADING RULES 2011". FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS (2X & 3X MEMBERS) HEM -FIR NO. 2 AND BEAMS MINIMUM BASE VALUE, Fb = 850 PSI (4X MEMBERS) DOUGLAS FIR -LARCH NO. 1 MINIMUM BASE VALUE, Fb = 1000 PSI BEAMS (INCL. 6X AND LARGER) DOUGLAS FIR -LARCH NO. 1 MINIMUM BASE VALUE, Fb = 1350 PSI POSTS (4X MEMBERS) DOUGLAS FIR -LARCH NO. 2 MINIMUM BASE VALUE, Fc = 1350 PSI (6X AND LARGER) DOUGLAS FIR -LARCH NO. 1 MINIMUM BASE VALUE, Fc = 1000 PSI STUDS, PLATES & MISC. FRAMING: DOUGLAS-FIR-LARCH OR HEM -FIR NO. 2 30. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ASTM AND ANSI/AITC STANDARDS. EACH MEMBER SHALL BEAR AN AITC OR APA-EWS IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN AITC OR APA-EWS CERTIFICATE OF CONFORMANCE. ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V4, Fb = 2,400 PSI, Fv =265 PSI. ALL CANTILEVERED BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V8, Fb = 2400 PSI, Fv = 265 PSI. CAMBER ALL SIMPLE SPAN GLULAM BEAMS, WITH SPANS OVER 30', TO 3,500' RADIUS, UNLESS SHOWN OTHERWISE ON THE PLANS. 31. PREFABRICATED CONNECTOR PLATE WOOD ROOF TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH THE "NATIONAL DESIGN STANDARD FOR METAL PLATE -CONNECTED WOOD TRUSS CONSTRUCTION, ANSI/TPI 1" BY THE TRUSS PLATE INSTITUTE FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS. LOADING SHALL BE AS FOLLOWS: TOP CHORD LIVE LOAD 25 PSF TOP CHORD DEAD LOAD 10 PSF BOTTOM CHORD DEAD LOAD 5 PSF TOTAL LOAD 40 PSF WIND UPLIFT (TOP CHORD) 5 PSF BOTTOM CHORD LIVE LOAD 10 PSF (BOTTOM CHORD LIVE LOAD DOES NOT ACT CONCURRENTLY WITH THE ROOF LIVE LOAD) WOOD TRUSSES SHALL UTILIZE APPROVED CONNECTOR PLATES (GANGNAIL OR EQUAL) SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. SUBMITTED DOCUMENTS SHALL BE SIGNED AND STAMPED BY A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON. PROVIDE FOR SHAPES, BEARING POINTS, INTERSECTIONS, HIPS, VALLEYS, ETC., SHOWN ON THE DRAWINGS. EXACT COMPOSITION OF SPECIAL HIP, VALLEY, AND INTERSECTION AREAS (USE OF GIRDER TRUSSES, JACK TRUSSES, STEP-DOWN TRUSSES, ETC.) SHALL BE DETERMINED BY THE MANUFACTURER UNLESS SPECIFICALLY INDICATED ON THE PLANS. PROVIDE ALL TRUSS TO TRUSS AND TRUSS TO GIRDER TRUSS CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. PROVIDE FOR ALL TEMPORARY AND PERMANENT TRUSS BRACING AND BRIDGING. 32. PLYWOOD SHEATHING SHALL BE GRADE C-D, EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE IN CONFORMANCE WITH DOC PS 1 OR PS 2. ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. ROOF SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING 32/16 WALL SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING 24/0. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED T&G JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING REQUIREMENTS. 33. ALL WOOD IN DIRECT CONTACT WITH CONCRETE SHALL BE PRESSURE -TREATED WITH AN APPROVED PRESERVATIVE OR (2) LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND CONCRETE. 34. PRESERVATIVE TREATED WOOD SHALL BE TREATED PER AWPA STANDARD U1 TO THE USE CATEGORY EQUAL TO OR HIGHER THAN THE INTENDED APPLICATION. TREATED WOOD FOR ABOVE GROUND USE SHALL BE TREATED TO AWPA UC3B. WOOD IN CONTINUOUS CONTACT WITH FRESH WATER OR SOIL SHALL BE TREATED TO AWPA UC4A. WOOD FOR USE IN PERMANENT FOUNDATIONS SHALL BE TREATED TO AWPA UC4B. 35. FASTENERS AND TIMBER CONNECTORS USED WITH TREATED WOOD SHALL HAVE CORROSION RESISTANCE AS INDICATED IN THE FOLLOWING TABLE, UNLESS OTHERWISE NOTED. WOOD TREATMENT CONDITION PROTECTION HAS NO AMMONIA CARRIER INTERIOR DRY G90 GALVANIZED CONTAINS AMMONIA CARRIER INTERIOR DRY G185 OR A185 HOT DIPPED OR CONTINUOUS HOT -GALVANIZED PER ASTM A653 CONTAINS AMMONIA CARRIER INTERIOR WET TYPE 304 OR 316 STAINLESS CONTAINS AMMONIA CARRIER EXTERIOR TYPE 304 OR 316 STAINLESS AZCA ANY TYPE 304 OR 316 STAINLESS 0 INTERIOR DRY CONDITIONS SHALL HAVE WOOD MOISTURE CONTENT LESS THAN 19 /o. WOOD MOISTURE CONTENT IN OTHER CONDITIONS (INTERIOR WET, EXTERIOR WET, AND EXTERIOR DRY) IS EXPECTED TO EXCEED 19 %. CONNECTORS AND THEIR FASTENERS SHALL BE THE SAME MATERIAL. COMPLY WITH THE TREATMENT MANUFACTURERS RECOMMENDATIONS FOR PROTECTION OF METAL. 36. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER C-C-2019. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC-ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER FOR MAXIMUM LOAD CARRYING CAPACITY. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM)AS MEMBERS CONNECTED. 37. WOOD FASTENERS A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: SIZE LENGTH DIAMETER 8d 2-1/2" 0.131" 16d BOX 3-1/2" 0.135" IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW AND APPROVAL. NAILS -PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30 DEGREES WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER END. B. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD. INSTALLATION OF LAG BOLTS SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION WITH A LEAD BORE HOLE OF 60 TO 70 PERCENT OF THE SHANK DIAMETER. LEAD HOLES ARE NOT REQUIRED FOR 3/8" AND SMALLER LAG SCREWS. 38. NOTCHES AND HOLES IN WOOD FRAMING: A. NOTCHES ON THE ENDS OF SOLID SAWN JOISTS AND RAFTERS SHALL NOT EXCEED ONE-FOURTH THE JOIST DEPTH. NOTCHES IN THE TOP OR BOTTOM OF SOLID SAWN JOISTS SHALL NOT EXCEED ONE -SIXTH THE DEPTH AND SHALL NOT BE LOCATED IN THE MIDDLE THIRD OF THE SPAN. HOLES BORED IN SOLID SAWN JOISTS AND RAFTERS SHALL NOT BE WITHIN 2 INCHES OF THE TOP OR BOTTOM OF THE JOIST, AND THE DIAMETER OF ANY SUCH HOLE SHALL NOT EXCEED ONE-THIRD THE DEPTH OF THE JOIST. B. IN EXTERIOR WALLS AND BEARING PARTITIONS, ANY WOOD STUD IS PERMITTED TO BE CUT OR NOTCHED TO A DEPTH NOT EXCEEDING 25 PERCENT OF ITS WIDTH. A HOLE NOT GREATER IN DIAMETER THAN 40 PERCENT OF THE STUD WIDTH IS PERMITTED TO BE BORED IN ANY WOOD STUD. IN NO CASE SHALL THE EDGE OF THE BORED HOLE BE NEARER THAN 5/8 INCH TO THE EDGE OF THE STUD. BORED HOLES SHALL NOT BE LOCATED AT THE SAME SECTION OF STUD AS A CUT OR NOTCH. C. NOTCHES AND HOLES IN MANUFACTURED LUMBER AND PREFABRICATED PLYWOOD WEB JOISTS SHALL BE PER THE MANUFACTURERS RECOMMENDATIONS UNLESS OTHERWISE NOTED. 39. WOOD FRAMING NOTES --THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE, THE AITC "TIMBER CONSTRUCTION MANUAL" AND THE AWC "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION". MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO IBC TABLE 2304.10.1. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. B. WALL FRAMING: REFER ARCHITECTURAL DRAWINGS FOR THE SIZE OF ALL WALLS. ALL STUDS SHALL BE SPACED AT 16" O.C. UNO. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS, AND AT BEAM OR HEADER BEARING LOCATIONS. TWO 2x8 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS SOLID BLOCKING AT MID -HEIGHT OF ALL STUD WALLS OVER 10'-0" IN HEIGHT. ALL WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATE TO EACH STUD WITH TWO 16d NAILS, AND TOENAIL OR END NAIL EACH STUD TO BOTTOM PLATE WITH TWO 16d NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16d @ 12" O.C. AND LAP MINIMUM 4'-0" AT JOINTS AND PROVIDE EIGHT 16d NAILS @ 4" O.C. EACH SIDE JOINT. ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH TWO ROWS OF 16d NAILS @ 12" ON -CENTER, OR ATTACHED TO CONCRETE BELOW WITH 5/8" DIAMETER ANCHOR BOLTS @ 4'-0" ON -CENTER EMBEDDED 7" MINIMUM, UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT-UP POSTS SHALL BE NAILED TO EACH OTHER WITH TWO ROWS OF 16d @12" ON -CENTER. UNLESS OTHERWISE NOTED, GYPSUM WALLBOARD SHALL BE FASTENED TO THE INTERIOR SURFACE OF ALL STUDS AND PLATES WITH NO. 6 X 1-1/4" TYPE S OR W SCREWS @ 8" ON -CENTER. UNLESS INDICATED OTHERWISE, 1/2" (NOMINAL)APA RATED SHEATHING (SPAN RATING 24/0) SHALL BE NAILED TO ALL EXTERIOR SURFACES WITH 8d NAILS @ 6" ON -CENTER AT PANEL EDGES AND TOP AND BOTTOM PLATES (BLOCK UN -SUPPORTED EDGES)AND TO ALL INTERMEDIATE STUDS AND BLOCKING WITH 8d NAILS @ 12" ON -CENTER ALLOW 1/8" SPACING AT ALL PANEL EDGES AND PANEL ENDS. C. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE SOLID BLOCKING AT ALL BEARING POINTS. TOE -NAIL JOISTS TO SUPPORTS WITH TWO 16d NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI JOIST BEAMS TOGETHER WITH TWO ROWS 16d @ 12" ON -CENTER. UNLESS OTHERWISE NOTED ON THE PLANS, PLYWOOD ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED AT 6" ON -CENTER WITH 8d NAILS TO FRAMED PANEL EDGES, STRUTS AND OVER STUD WALLS AS SHOWN ON PLANS AND @ 12" ON -CENTER TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED T&G JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH 16d @ 12" ON -CENTER UNLESS OTHERWISE NOTED. STROBE DESIGN LLC 3923 N 31 ST ST TACOMA, WA 98407 PHONE: (206) 661-3622 Ic was G � 42141 �® ��� '��'P®tyA9. � W U Z W VJ W N O W � Q W Uj � ^ ? O � O �/ co � y c� W REVISIONS BY BLD2021-0657 RESUB Dec 17 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Date 5/10/2021 Scale Drawn Job Sheet ■ NORTH .I- � � � I Y �OU1���T I ON. ����. 0 CONCRETE STEM WALL BELOW C � CONCRETE FOOTING ----� STRUCTURAL WOOD WALL ABOVE L----J OA 2'-9" SQ. X 10" DP. FTG W (3) #4 E.W. BOTTOM FOUNDATION PLAN NOTES: 1. REFER GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. 2. THE BOTTOM OF ALL EXTERIOR FOOTINGS SHALL BE 18" BELOW GRADE, UNLESS NOTED OTHERWISE. REFER GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION REQUIREMENTS. 3. SLAB ON GRADE SHALL BE 4" THICK AND REINFORCED WITH 6X6 W1.4XW1.4 WWM CENTERED IN SLAB. PROVIDE VAPOR BARRIER PER ARCH BELOW SLAB AT INTERIOR SPACES. PROVIDE FREE -DRAINING GRANULAR SOILS FILL PER SOILS REPORT. 4. PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS ON GRADE TO DIVIDE SLAB INTO RECTANGULAR AREAS OF 400 SQ FT. OR LESS. AREAS SHALL BE APPROXIMATELY SQUARE AND HAVE NO ACUTE ANGLES. JOINT LOCATIONS MUST BE APPROVED BY ARCHITECT. REFER DETAIL 12. 5. DO NOT SCALE DRAWINGS. DIMENSIONS SHOWN ON PLAN ARE FOR REFERENCE ONLY. REFER TO ARCHITECTURAL DRAINGS FOR FINAL FOUNDATION DIMENSIONS. STROBE DESIGN LLC 3923 N 31 ST ST TACOMA, WA 98407 PHONE: (206) 661-3622 Ic w�� .�� 42141 �� �..�..� U Z W �_ W N O W � Q W Uj ^ ? � O � O �/ co � y c� W REVISIONS BY BLD2021-0657 RESUB Dec 17 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Date 5/10/2021 Scale Drawn Job Sheet ■ L----T-- � P2 6x6 KING POST W/ECCQ CAP & � INV. CCQ BASE � 3 1. S3.1 GLB 5-1/8x9 HDR � � P2 � � � x T m J WW N \ � GLB 5-1/8 X 9 HDR \_ 2x8 @ 24" O.C. GLB 5-1/8 X 9 HDR RIDGE BEAM 14/S3.2 6x6 KING POST W/ECCQ CAP & 2x8 @ 24" O.C. INV. CCO BASE GLB 5-1/8 X 9 HDR � N � � � ?I N ti% OVERFRAMIN PER DETAIL�5 GLB 5-1/8 X 15 HDR / GLB 5-1/8 X 15 HDR 8'-0" N � rn 1 P3 *_ P1 ALL EXT. WALLS w � TO BE W6 (TYP U.N.0) ** PRE-MANUF. TRUSSES @ 24" O/C (TYP U.N.O.) ,� RIDGE � ------� \ � �� � \\ GLB 5-1/8 X 13-1/2 HDR ^� W2 ----------SPA----1- NORTH .I- � � � I Y ���� ���� I I Y� �L�I � 0 STRUCTURAL WOOD WALL BELOW — — — ROOF OUTLINE P1 PSL 5-1/4 X 5-1/4 POST W/ (2) A35 TOP & BOT. P2 PT 6X6 POST W/ ECCLQ CAP & MPB66Z BASE P3 6X6 POST W/ ECCQ CAP CS16 X 3'-0" STRAP FROM HDR TO TOP PLATES ** CS16 STRAP ABOVE AND BELOW OPENINGS PER DETAIL 15/S3.2 �I� (2) 2X8 HDR (TYP UNO) � (2)2x6 = K.P. \ � GLB 5-1 8 X 7-1/2 HDR P1---�-------- ROOF PLAN NOTES: P1 � I _� 1 1 1. DO NOT SCALE DRAWINGS. REFER ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. 2. TYPICAL ROOF FRAMING CONSISTS OF ROOF FRAMING PER ARCHITECTURAL DRAWINGS OVER 2" CDX PLYHWOOD, FACE GRAIN PERPENDICULAR TO SUPPORTS OVER JOISTS PER PLAN. NAIL SHEATHING WITH 8D @6" O.C. EDGES AND OVER SHEARWALLS, 12" O.C. FIELD 3. ALL INTERIOR HEADERS SHALL BE (2) 2X8'S UNLESS NOTED OTHERWISE. AT CONTRACTORS OPTION, (2) 2X8'S MAY BE SUBSTITUTED WITH 4X8 OR 6X6. 4.TYPICAL EXTERIOR HEADERS SHALL BE FLUSH FRAMED. RIM JOIST SHALL BE CONTINUOUS OVER OPENINGS. PROVIDED JOIST HANGER TO RIM WHERE JOISTS PERPENDICULAR TO OPENING. 5. PROVIDE (2) BEARING STUDS AT EACH END OF ALL HEADERS AND BEAMS UNLESS NOTED OTHERWISE. 6. ALL BUNDLED STUDS CALLED OUT ON PLAN OR AT ENDS OF HEADERS AND BEAMS SHALL BE PROVIDED AT EACH LEVEL, TERMINATING AT CONCRETE SUPPORT BELOW. 7. "W" INDICATES PLYWOOD SHEATHED SHEARWALL BELOW FRAMING SHOWN. REFER SHEARWALL SCHEDULE ON DETAIL 10. ALL EXTERIOR WALLS SHALL BE w6 UNLESS NOTED OTHERWISE. 8. PLUMBING, MECHANICAL, AND ELECTRICAL SYSTEMS SHALL BE DESIGNED AND BUILT TO ACCOMODATE A 8" PER FLOOR WOOD SHRINKAGE. 9. DOUBLE TOP PLATE SPLICE TO BE FRAMED PER DETAIL 11. 10.REFER GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. STROBE DESIGN LLC 3923 N 31 ST ST TACOMA, WA 98407 PHONE: (206) 661-3622 Ic w� 42141 ®�� ��� w U Z W vJ N w � o � > ��� Q w � � ^ ? O � O � � � w REVISIONS BY BLD2021-0657 RESUB Dec 17 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Date 5/10/2021 Scale Drawn Job Sheet ■ 8d (� 6"oc FULL DEPTf- (may be dr FASCIA PEf NAILING Pf SCHEDULE SHEARWALL Exterior Bearing Wall 8d � 6"oc - 2x6 x CONT. W/ (2)16d - � EA. TRUSS TOP CHORD OVERFRAMING PER PLAN � ' TRUSs/RAFTER PER PLAN Overframing Connection SHEATHING PER PLAN PRE-MANUF. TRUSS PER PLAN H1 EA. TRUSS HEADER/BEAM PER PLAN 8d @ 6"oc FULL DEPTf- (may be dr FASCIA PEf POST PER I PANEL EDGE NAILING OVER HOEDOWN STUDS/POST HOEDOWN (where occurs) PER PLAN W/ A.B. PER HOEDOWN SCHEDULE SHEARWALL PER PLAN NAILING PER SHEARWALL SCHEDULE (2)#4 CONT. TOP (1 ea. side of a.b.) �� SLAB ON GRADE �//\//\// j � sIM. \\/\\%\\\/�\\ Beam and Post • ALL FASTENERS INTO PRESSURE TREATED WOOD SHALL BE GALV. OR STAINLESS STEEL PER GENERAL NOTES • REFER SHEARWALL SCHEDULE FOR ADDITIONAL RIM &SILL PLATE SIZE REQUIREMENTS P.T. 2x PLATE W/ A.B. �� PER SHEARWALL SCHEDULE II ' (5/8"� (� 48"oc elsewhere) II II II SLAB ON GRADE I I, � PER PLAN o %��% — �-- -- r / //j \/j\ \// . \i, i\� \�i\�i �i, . , 5" 8° 5" Exterior Wall w/ Slab on Grade U Shearwall Schedule 0000©o SAWN OR MFR.� 16d NAILING LUMBER. 2x MIN. PER SCHEDULE SEE NOTES FOR ADDITIONAL �2x NAILER REQUIREMENTS 1/2" MAX. TO �' I 16d NAILING EDGE OF f5 PER SCHEDULE WASHER Detail A Detail C #4 @ 18"oc VERT. CTRD. (alt. bends) #4 @ 12"oc HORIZ. CTRD (2)#4 CONT. BOT. Mark Sheathing Panel Edge Nailing Top Plate Connection Base Plate Connection if TJI $ if Wood s at Wood 10 at Concrete W6 15/32" CDX PLYWOOD 8d � 6"oc 16d ®6"oc A35 � 24"oc 16d � 6"oc 5/s"0 A.B. ®48"oc W4 15/32" CDX PLYWOOD 8d � 4"oc 16d ®4"oc A35 ®16"oc (2)rows 16d ®6"oc 5/8"� A.B. ®32"oc W3 ® 15/32" CDX PLYWOOD 8d � 3"oc (2)rows 16d � 4"oc A35 ®12"oc (2)rows 16d ®6"oc 5/8"� A.B. ®24"oc W2 ® 15/32" CDX PLYWOOD IOd ®2"oc (2)rows 16d ®4"oc A35 ®9"oc (2)rows 16d ®4"oc t1 5/8"0 A.B. ®16"oc t0 BLOCK PANEL EDGES WITH 2x MIN. LAID FLAT AND NAIL PANELS TO INTERMEDIATE SUPPORTS WITH 8d (� 12"o.c. 3/8" 1/2" OO 8d NAILS SHALL BE 0.131"0 x 2 1/2" (common) — 16d NAILS SHALL BE 0.135"0 x 3 1/2" (box) min typ. 3Q EMBED ANCHOR BOLTS AT LEAST 7". EXPANSION BOLTS MAY BE SUBSTITUTED FOR ANCHOR BOLTS WITH 4" EMBEDMENT. TITEN HD SCREW ANCHORS MAY BE SUBSTITUTED FOR ANCHOR BOLTS W/ 4" EMBEDMENT. ALL BOLTS SHALL HAVE 3" x 3" x 1/4" MIN. PLATE WASHERS. PLATE WASHERS SHALL • EXTEND TO WITHIN 1/2" OF THE EDGE OF THE BOTTOM PLATE ON THE SIDE WITH SHEATHING. SEE DETAIL C. � PLYWOOD •� ® 3x STUDS OR DOUBLE STUDS NAILED TOGETHER W/ BASE PLATE NAILING ARE REQUIRED AT ABUTTING PANEL EDGES OF W3 AND W2. EDGE NAILING OVER EA. STUD EDGE \ � I• SEE DETAIL 6. WHERE 3x STUDS ARE USED FOR W2, STAGGER NAILS AT ADJOINING PANEL EDGES. eQ• eq• O TWO STUDS MINIMUM ARE REQUIRED AT EACH END OF ALL SHEARWALLS AND ALL END STUDS SHALL RECEIVE PANEL EDGE NAILING. . I SEE PLANS AND HOEDOWN SCHEDULE FOR ALTERNATE REQUIREMENTS. 16d NAILING � ,I PER SCHEDULE I © ALL EXTERIOR WALLS SHALL BE W6, UNLESS NOTED OTHERWISE. D etail B I O 7/16" O.S.B. MAY BE SUBSITUTED FOR 15/32" CDX. PLAN VIEW AT ABUTTING PANEL ® LTP4's (HORIZIONTAL ORIENTATION) W/ 8d COMMON MAY BE SUBSTITUTED FOR A35's AT CONTRACTORS OPTION. EDGES OF W3 & W2 RiM Qs A 2x NAILER ATTACHED W/ BASE PLATE NAILING PER DETAIL A MAY BE SUBSTITUTED FOR A35's AT CONTRACTORS OPTION. Detail D to AT MULTI —ROW NAILING, MINIMUM OFFSET BETWEEN ROWS AND ROW SPACING 1/2", SEE DETAIL D. tt PROVIDE (3) ROWS 16d � 6"oc AT LVL RIMS. Shearwall Schedule - (Sheathed One Side) SHEATHING PER PLAN PRE-MANUF. TRUSS PER PLAN H I oA EA. TRUss BEAM PER PLAN POST CAP PER PLAN SEE PLAN FOR SLAB THICKNESS AND REINFORCING (typ.) PLASTIC VAPOR BARRIER - AND COMPACTED GRANULAR FILL PER PLAN NOTCH TO LET OUTRIGGER THRU FASCIA PER ARCH. 2x4 OUTRIGGER LAID FLAT @ 24"oc NAILING PER SHEARWALL SCHEDULE SHEATHE AND NAIL GABLE WALL PER W6 NAILING PER SHEARWALL sGHEDULE �i per arch. � \ '-6" max.) Exterior Non -Bearing Wall Typical Slab Edge 8d (� 6"oc A35 PER SHEARWALL SCHEDULE (5)8d INTO EA. BLOCK (2)16d THRU OUTRIGGER RAFTERS &SHEATHING PER PLAN 2x BLOCKING @ 48"oc (2)16d TOENAILS THRU EACH BLOCK HEADER/BEAM PER PLAN �E�M PER PLAN POST �fi�SE PER — PLfi�N (EMBED �-I/4" INTO PLINTH) SECTION /�\ �r_,� � rn c�Ti in SEGTI ON � PRE—MANUF. TRUss PER PLAN A34 (brace — to top plate) NAILING PER _ SHEARWALL SCHEDULE SHEARWALL PER PLAN ROOF SHEATHING PER PLAN PANEL EDGE NAILING OF 2x4 BLKG. W/(2)16d THRU SHEARWALL BELOW TRUSS TOP CHORD EA. END (5)Sd INTO EA. BLOGK (6)16d THRU BLOCK • INTO BRACE PRE-MANUF. TRUSSES PER PLAN 2x4 ((2)2x4 WHERE LENGTH EXCEEDS 6'-0") BRACE (� 8'-0"oc MAX. NAIL (2)2x4 W/16d @ 12"oc GABLE END TRUSS SHEATHED TO MATCH SHEARWALL BELOW I:I���Y�:�•�7[�:1:�J:1��•Y1171��111�� Exterior Non -Bearing Wall POST RND i=OOTIN6 Exterior Bearing Wall )RD POST PER PLAN SLf�B ON 6Rfi�DE PER PLAN SEE PLAN FOR SLAB THICKNESS AND REINFORCING (typ.) CUT ALTERNATE WIRES AT JOINT (4) #4 E.W. TOP � i30T. I'-4" SQ. PLINTH W/(8)#4 x L PERT � 6'—O" min. BETWEEN SPLICES � Control Joint SPLICE TO OCCUR AT � I OF VERT. STUD TYP. Typical Top Plate Splice #4 x `�� � 12"oc • (1)#4 EACH NOSE • #4 (� 12"oc EA. WAY _ c w\w. i �/\\/\\/\\/\\ \/\\i, ://i//i//%/j\�/ /\/ (2)#4 BOTTOM . \ /�/%� yi\\/i /i\\/ ,/i\\/� EXACT CONFIGURATION OF STAIR (including tread and riser dimensions) 6" PER ARCH. DRAWINGS Typical Stair On Grade t/s" x 1t/2" PRE —MOLDED CONT. MASTIC JOINT STRIP (joint may be saw cut at contractor's option) PLASTIC VAPOR BARRIER AND COMPACTED GRANULAR FILL PER PLAN SEEPLC' "' "^" "' "" THICKNI REINFOf PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS ON GRADE TO BREAK UP SLAB INTO RECTANGULAR AREAS OF 250 SQUARE FEET OR LESS. AREAS TO BE APPROX. SQUARE AND HAVE NO ACUTE ANGLES. JOINT LOCATIONS TO BE APPROVED BY THE ARCHITECT. Typical Slab Joints (w.w.m) SECOND POUR J, FIRST POUR Construction Joint "".,"" 'DINT. INF. 1" CLEAR I EACH SIDE I LIIJ I L V VAPOR BARRIER AND COMPACTED GRANULAR FILL PER PLAN STROBE DESIGN LLC 3923 N 31 ST ST TACOMA, WA 98407 PHONE: (206) 661-3622 Ic w,���A ` `� x 42141 ,�4q ®���'1®NAy, ��� w U z w 0 o W N N o LL rn > � � � � � O O/ j M �W REVISIONS BY BLD2021-0657 RESUB Dec 17 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Date 5/10/2021 Scale Drawn Job Sheet ■ SHEATHING ^�^ ^I AAI 8d � 6"oc FULL DEPTF (may be dr FASCIA PEf POST PER I Beam &Post RAFTER PER PLAN H1 EA. RAFTER BEAM PER PLAN POST CAP PER PLAN LRUZ HANG RAFTERS & PER PLAN RIDGE BEAM PER PLAN Ridge Beam w/ LRU Hangers Straps at Wall opening I lIIYLL LV VL IV/11 L11YV I LI\ SHEARWALL SCHEDULE AT FULL HGT. STUDS AROUND WALL OPENING (typ.) CS16 STRAP FULL LENGTH OF WALL. MIN. 2'-O" STRAP EACH SIDE OF OPENING WRAP AT CORNER CONDITION TYP. NAIL SHEATHING TO BLOCKING W/ PANEL EDGE NAILING PER SHEARWALL SCHEDULE (typ.) 2x FLAT BLOCKING (typ. � strap locations) STROBE DESIGN LLC 3923 N 31 ST ST TACOMA, WA 98407 PHONE: (206) 661-3622 Ic w���A • `� x 42141 ®��'�'I®�YA� ��� Ill U Z W �_ W N O W � QW Uj G7 � ^ ? O � O �/ co � y c� W REVISIONS BY BLD2021-0657 RESUB Dec 17 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Date 5/10/2021 Scale Drawn Job Sheet ■