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APPROVED BLD PLN - BLD2020-0534+Architectural_Plan+7.10.2020_4.22.08_PMMCGAUGH RESIDENCE PIANO NOBI LE LLC PROJECT NOTES: DPD PROJECT NUMBERS: PROJECT DESCRIPTION: IJ:I:l�]��R1P►,I:��:i r ■ i1�1�9t:1e1�J►1�1�� f��t�: fI��I�.IIi�[;1� ZONING: CONSTRUCTION TYPE LOT AREA EXISTING LOT COVERAGE I�:��]Il����l��l�Kfl►I�:LIe3� BUILDING HEIGHT: PARKING REQUIREMENTS: 880 SOMERSET LN, EDMONDS, WA 98020 RENOVATION OF EXISTING SINGLE FAMILY RESIDENCE ;�I�I:�I'yL�I�I�I�IiI�i;I�] 880 SOMERSET LN, EDMONDS, WA 98020 SOMERSET BLK OOO D—OO —LOT 13 5U8J ESE T{ RS-12 TYPE V—B 12,197 SF HOUSE: 2240 5F DECKS ABOVE 3O": 456 5F HOUSE: 2240 SF (NO CHANGE} DECKS A80VE 30": 467 5F EXISTING NO CHANGE PROPOSED 2 EXISTING PROJECT aIRECTORY: OWNER: MCGAUGH, DAViD�FRANCES 880 SOMERSET LANE, EDMONDS, WA 98020 ARCHITECT: PIANO NOBILE LLC 6227 5TH RUE NW SEATTLE, WA 98107 �917} 714-5968 CONTACT: NICKOLAS ROBERTSON SCOPE CE WORD: 1. RENOVATION OF EXISTING SINGLE FAMILY RESIDENCE 2. REBUILD EXTERIOR DECKS 3. REPLACE EXTERIOR WINDOWS DOORS SIDING AND ROOFING TABEE O� CO�lTENTS: Al PROJECT i N FOB SITE PLAN A2 SURVEY A3 SCHEDULES A4 DEMOLITION PLAN A5 DEMOLITION PLAN A6 PROPOSED PLAN A7 PROPOSED PLAN A8 PROPOSED ELEVATIONS A9 PROPOSED ELEVATIONS S1 FRAMING PLAN S2 FRAMING PLAN S3 FRAMING DETAILS S4 FRAMING DETAILS S5 FRAMING NOTES 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. BASED ON THE WATER FIXTURE COUNT THE PROJECT WILL REQUIRE A 1" METER WITH AN 1 ;�" SERVICE LINE ' L— .. .. .. .. .. .. .. .. .. .. .. .. ..� .���. �� ..� ..� .���. .. .. � .. . . 132.bD ' PROPOSED SITE PLAN SCALE: 1 �8" — 1 ,_fir, APPROVED BY PLANNING Jul 22 2020 BEN ERAL NOTES: ALL WORK UNDER TH15 CONTRACT SHALL COMPLY WITH THE CURRENT EDITIONS OF THE INTERNATIONAL RESIDENTIAL CODE, WASHINGTON STATE ENERGY CODE, WA5HINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE, UNIFORM PLUMBING CODE, NATIONAL ELECTRIC CODE, AND WASH1NGTON STATE DEPARTMENT OF LABOR AND INDUSTRIES REGULATIONS. ALL NOTES AND SPECIFICATIONS TO COMPLY WITH THE 2015 SEATTLE IRC, AND CURRENT EDITIONS ENERGY CODE AND SEATTLE MECHANICAL CODE. 2. GENERAL CONTRACTOR SHALL VERIFY AND COORDINATE ALL EXISTING AND NEW UTILITIES AND SITE CONDITIONS BEFORE AND DURING CONSTRUCTION. INFORM ARCHITECT OF VARIATIONS BETWEEN CONTRACT DOCUMENTS AND EXISTING CONDITIONS. 3. DO NOT SCALE DRAWINGS; VERIFY ALL DIMENSIONS ON THE JOB. 4. DIMENSIONS ARE TO FACE OF FINISHED WALLS UNLESS OTHERWISE NOTED. 5. FLOOR —TO —FLOOR DIMENSIONS FROM TOP OF SUBFLOOR TO TOP PLATES, UNLESS NOTED OTHERWISE. 6. PROVIDE SOLID BLOCKING BEHIND ALL WALL HUNG FIXTURES AND ACCESSORIES. COaE NOTES: — OPENINGS SHALL BE CAULKED, SEALED, OR WEATHER5TRIPPED. — SEAL TEARS AND JOINTS IN INSULATION WITH TAPE. — MOISTURE CONTROL TO SE PROVIDED PER WA STATE ENERGY CODE. — HOT WATER HEATERS SHALL COMPLY WITH THE NATIONAL APPLIANCE ENERGY CONSERVATION ACT. — PROVIDE SEISMIC STRAP FOR EX15T. WATER HEATER. — SERVICE WATER PIPES IN UNHEATED SPACES SHALL BE INSULATED PER WA STATE ENERGY CODE. — PROVIDE FIRE BLOCKING, DRAFTSTOPS AND FIRESTOPS PER THE SRC — PROVIDE APPROVED SECURITY AND LOCKING DEVICES AT NEW DOORS AND WINDOWS PER SRC CITY OF EDMONDS BUILDING DIVISION APPROVED PLAN City Of Edmonds Building Department Work REMODEL Address 880 SOMERSET LN Owner MCGAUGH ' proved Date 7/20/2020 �. B ilding Official � �/_ � ' Per it Number • BLD2020-0534 .. ..�� RESUB Jul 13 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 6227 5TH AVE NW SEATTLE, WA 98107 917 714 5968 PH. W W W.STU DIOPIANONOBI LE.COM NICK@STUDIOPIANONOBILE.COM OBTAIN ELECTRICAL PERMIT FROM STATE LABOR &INDUSTRIES APPROVED PLANS MUST BE ON JOB SITE ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE �1 6/19/20 PERMIT CORRECTIONS Date Revision 880 SOMERSET LN EDMONDS, WA 98020 Drawing Title PROJECT NFORMATION BC GENERAL NOTES Drawing No. Al ,Job No. MCGAUGH E S GRAPHIC SCALE 5 0 5 10 20 11NCH = 10 FT. LEGEND f FOUND MONUMENT AS DESCRIBED � FOUND REBAR AS DESCRIBED • SET 5/8" X 24" IRON ROD W/1"YELLOW PLASTIC CAP � POWER METER .0' UTILITY POLE ❑O GAS METER SANITARY SEWER MANHOLE D4 WATER VALVE FIRE HYDRANT ® WATER METER —� SIGN —SS— APPROXIMATE LOCATION SANITARY SEWER LINE AGE APPROXIMATE LOCATION UNDERGROUND POWER LINE IiGT APPROXIMATE LOCATION UNDERGROUND TELEPHONE LINE SOP APPROXIMATE LOCATION UNDERGROUND FIBER OPTIC LINE �, \ SS �� V � SS \ \ SSMH S RIM = 70.91' � S G APPROXIMATE LOCATION � _FIRE HYDF UNDERGROUND GAS LINE 100' � APPROXIMATE LOCATION UNDERGROUND WATER LINE OHU OVERHEAD UTILITIES [� TELEPHONE PEDESTAL ® MAILBOX �T CONCRETE WALL ROCKERY ASPHALT SURFACE CONCRETE SURFACE BRICK SURFACE Pp pp6` LEGAL DESCRIPTION LOT 13, SOMERSET, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 34 OF PLATS, PAGES 69 AND 70, RECORDS OF SNOHOMISH COUNTY, WASHINGTON; SITUATE IN THE CITY OF EDMONDS, COUNTY OF SNOHOMISH, STATE OF WASHINGTON. BASIS OF BEARINGS THE PLAT OF SOMERSET, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 34 OF PLATS, PAGES 69 AND 70, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. PROJECT INFORMATION SURVEYOR: SITE SURVEYING, INC. 21923 NE 11TH ST SAMMAMISH, WA 98074 PHONE: 425.298.4412 PROPERTY OWNER: DAVE AND PRANCES MCGAUGH 880 SOMERSET LANE EDMONDS, WA 98020 � \ TAX PARCEL NUMBER: 006397-000-013-00 \ PROJECT ADDRESS: 880 SOMERSET LANE � \ EDMONDS, WA 98020 ZONING: RS-12 JURISDICTION: CITY OF EDMONDS FOUND 1/2" IRON PIPE PARCEL ACREAGE: 12,150 SF (± 0.279 ACRES) 0.2 S AS SURVEYED GENERAL NOTES 1. THIS SURVEY WAS COMPLETED WITHOUT BENEFIT OF A CURRENT TITLE REPORT. EASEMENTS AND OTHER ENCUMBRANCES MAY EXIST ON THIS PROPERTY THAT ARE NOT SHOWN HEREON. 2. INSTRUMENTATION FOR THIS SURVEY WAS A 3-SECOND SPECTRAPRECISION FOCUS 35 TOTAL STATION. PROCEDURES USED IN THIS SURVEY MEET OR EXCEED STANDARDS SET BY WAC 332-130-090. 3. THE INFORMATION ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE IN MAY 2020 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. 4. UTILITIES SHOWN ON THIS SURVEY ARE BASED UPON ABOVE GROUND OBSERVATIONS AND AS -BUILT PLANS WHERE AVAILABLE. ACTUAL LOCATIONS OF UNDERGROUND UTILITIES MAY VARY AND UTILITIES NOT SHOWN ON THIS SURVEY MAY EXIST ON THIS SITE. 5• ALL MONUMENTS WERE LOCATED DURING THIS SURVEY UNLESS OTHERWISE NOTED. VERTICAL DATUM &CONTOUR INTERVAL ELEVATIONS SHOWN ON THIS DRAWING WERE DERIVED FROM INFORMATION PROVIDED BY WCCS SURVEY CONTROL DATABASE. THE MARK IS A CONCRETE MONUMENT IN CASE AT THE DATUM INTERSECTION OF PUGET DRIVE AND 9TH AVENUE W. POINT ID NO. 2064 =CAD #; ELEVATION: 89.392 FEET NAVD 88 2.0' CONTOUR INTERVAL -THE EXPECTED VERTICAL ACCURACY IS EQUAL TO 1/2 THE CONTOUR INTERVAL OR PLUS /MINUS 1.0' FOR THIS PROJECT. SITE z Hoitfis[rcam Ln �_J1 a„frw� b a P ;� G P� O`��Q Ln _ Drl�woOq'Cn Py'rr 0 VICINITY MAP NTS (/� G N � o0 o°'h� 3�° I � �rti 0�,�� � Qr'r d� / i � � i � — i � �� — SOMERSET LANE � i N89°48'00"E FOUND BRASS SURFACE DISK S 5�°1'36" E 0.24' i I •�4Q„w,, I � I � ESUB I ul 13 2020 ITY OF EDMONDS DE ELOPMENT SERVICES DEPARTMENT �HU L w M z z N L.L I- M r U ��W VJ '~••. r '� V J r' �'W VJ z O w w Q Y C C •' L H= y �ORP �o ����oN F �, ° ® �' ,2 '� � 4w �o tS' ���ts 5� �CHZ �°/ W j � � � W QN J O o � U 2 Q O ^ O cn Z � Z Q w w � w � ao a � O w PROJECT NO. 20-136 N_ 7 V W N N V N C O a 0 r m E E m w Z M N U o� a a E �, z a� .y DRAWN BY: MTS CHECKED BY: TNW DATE: 5/14/2020 SHEET 1 OF 1 PIANO NOBI LE LLC WINDOW SCHEDULE MARK WINDOW SIZE OPERATION MATERIAL GLAZING U-VAGUE MRNF NOTES 1 3'-1" X 5'-1" CASEMENT FIR/ FIBERGLASS .3 MARIIIN 2 5'-10" X 5'-1" FIXED FIR/ FIBERGLASS .3 MARIIIN 3 3'-1" X 5'-1" CASEMENT FIR/ FIBERGLASS .3 MARIIIN 4 3'-0" X 5'-1" CASEMENT FIR/ FIBERGLASS .3 MARIIIN 5 2'-10" X 5'-1" CASEMENT FIR/ FIBERGLASS .3 MARIIIN 6 2'-10" X 5'-1" CASEMENT FIR/ FIBERGLASS .3 MARIIIN 1 2'-10" X 5'-1" CASEMENT FIR/ FIBERGLASS .3 MARIIIN 8 3'-4" X 5'-1" CASEMENT FIR/ FIBERGLASS .3 MARIIIN 9 3'-4" X 5'-1" CASEMENT FIR/ FIBERGLASS .3 MARIIIN 10 3'-4" X 5'-1" CASEMENT FIR/ FIBERGLASS .3 MARIIIN 11 3'-4" X 5'-1" CASEMENT FIR/ FIBERGLASS .3 MARVIN 12 3'-4" X 5'-1" CASEMENT FIR/ FIBERGLASS .3 MARIIIN 13 3'-4" X 5'-9" FIXED FIR/ FIBERGLASS .3 MARIIIN ANGLED 14 3'-4" X 6'-6" FIXED FIR/ FIBERGLASS .3 MARIIIN ANGLED 15 3'-4" X 1'-3" FIXED FIR/ FIBERGLASS .3 MARIIIN ANGLED 16 6'-5" X 1'-3" FIXED FIR/ FIBERGLASS .3 MARIIIN ANGLED 11 NOT USED 18 NOT USED 19 5'-11" X 2'-0" FIXED FIR/ FIBERGLASS .3 MARIIIN 20 4'-6" X 2'-0" FIXED FIR/ FIBERGLASS .3 MARVIN 21 5'-8" X 3'-1" FIXED FIR/ FIBERGLASS .3 MARIIIN 22 5'-8" X 1'-10" FIXED FIR/ FIBERGLASS .3 MARIIIN 23 2'-10" X 3'-1" AWNING FIR/ FIBERGLASS .3 MARIIIN 24 6'-6" X 1'-2" CASEMENT FIR/ FIBERGLASS .3 MARIIIN 25 NOT USED 26 NOT USED 21 2'-10" X 4'-10" CASEMENT FIR/ FIBERGLASS .3 MARIIIN 28 2'-10" X 4'-10" CASEMENT FIR/ FIBERGLASS .3 MARIIIN 29 1'-10" X 4'-10" DBE CASEMENT FIR/ FIBERGLASS .3 MARVIN 30 1'-10" X 4'-10" FIXED FIR/ FIBERGLASS .3 MARVIN 31 1'-10" X 4'-10" DBE CASEMENT FIR/ FIBERGLASS .3 MARIIIN 32 1'-10" X 2'-11" AWNING FIR/ FIBERGLASS .3 MARIIIN DOOR SCHEDULE MARK SLAB SIZE OPERATION STYE/ MODEL MRNF A 3'-6" X 6'-8" SWING STAINED FIR FRANKS LUMBER B 3'-0" X 6-8" SWING ELEVATE FIBERGLASS MARVIN C NOT USED D 3'-0" X 6'-8" SWING PAINTED FIBERGLASS CODEL E 16'-0" X 1'-0" GARAGE REPAINT PANELS EXISTING F 3'-0" X 6'-8" SWING PAINTED FIBERGLASS CODE WINDOW/ DOOR GENERAL NOTES 1. CONTRRCTOR TO CONFIRM ROUGH OPENING REQUIRMENT W/ MRNF 2. ALL EXTERIOR WINDOW OPENINGS TO BE WRRPPED W/ VIDRFLEX F OR RPPROVED EQUAL AND METRL FLRSHINGS PER NORTHWEST WRLL AND CEILING BURERU STRNDARD DETRILS. 3. DO NOT FRAME OPENINGS BASED ON WINDOW SCHEDULE. ALL OPENS TO BE FRAMED BASED ON FINAL WINDOW ORDER. CONFIRM HERD HEIGHTS DURING WALK-THROUGH WITH ARCHITECT. 4. ALL INTERIOR DOORS TO BE REPLACED IN JAMB/ NEW STAINED FIR FLAT DOOR W/ SOLID CORE RESUB Jul 13 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 6227 5TH AVE NW SEATTLE, WA 98107 917 714 5968 PH. W W W.STU D I OPIANONO BI LE.COM NICK@STUDIOPIANONOBILE.COM ��„� Tti4E15 � HIT�,1' .��-.: „ •NMTL�.9 01 6/19/20 PERMIT CORRECTIONS Date Revision 880 SOM ERSET LN EDMONDS, WA Drawing Title Drawing No. •:1 / SCHEDULES A3 ,lob No. MCGAUGH Date: 07.8.2020 Scale: As Noted PIANO NOBILE LLC r�" in in in iu in in iu in in I ivv �.i .I �------- FAMILY ROOM 369 S.F. �----TrTT�� I I I,I I�UP I rL111J TTT7� j I i c^ �� II �� II \ HALL 151 S.F. ---� F=--- II II n � FURNACE UTILITY ROOM 65 S.F. — — c — — E X I S T I SCALE: Y4" = 1'-0" — � — I IVV V.I • I I I V V V.I I �. �� n I I II / �� FAMILY BATH � — — — � � LAUNDRY �( \ �� I ---101 S.F.-- �� d � ���� I I u N G L 0 `;ti E R �__ D W L E `✓ E L GARAGE 558 S.F. P L � N 1 � � WALL LEGEND EXISTING WALLS NEW WALLS WALLS TO BE DEMOLISHED : �________� PLAN NOTES: 1. RLL DIMENSIONS TO FACE OR CENTERLINE OF SURFACE MRTERIAL, U.N.O. 2. AS BUILT WINDOW DIMENSIONS ARE TO INSIDE OF JAMBS &SILL. AS BUILT DOOR DIMENSIONS ARE OF DOOR SLAB. 3. DO NOT SCRLE OFF DRAWINGS. 4. INTERCONNECTED SMOKE ALARMS TO BE LOCATED :PER IRC SECTION R314. 3, IN EXISTING &NEW AREAS a. IN EACH SLEEPING ROOM b. OUTSIDE EACH SEPARRTE SLEEPING RREA IN THE IMMEDIATE VICINITY OF ERCH BEDROOM c. ON EACH STORY OF THE DWELLING INCLUDING BASEMENT 5. PER WSEC SECTION 101.4.3 ALL EXISTING FRAMING CAVITIES WHICH ARE EXPOSED DURING CONSTRUCTION ARE TO BE FILLED WITH MIN. R-15 IN 2X4 WALLS AND MIN. R-21 IN 2X6 WALLS. 6. ALL NEW STAIR PER CODE R-311.15 MAX 1- 34' RISERS AND MIN 10" TREADS 1. WSEC R404.1 MINIMUM OF 15� OF LIGHT FIXTURES TO BE HIGH-EFFICENCY. 8. SRC M1506.2 EXHAUST FANS SHALL EXITS AT A MIN OF 36" IN ANY DIRECTION FROM BUILDING OPENINGS. 9.ENERGY EFFIENCY REQUIREMENTS:: 0.5 CREDITS, PER CODE R-406.2.4 ADDITIONS LESS THRN 500SF. - OPTION 56: (N) GAS WATER HEATER W/ EF 0.14 RESUB Jul 13 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 6227 5TH AVE NW SEATTLE, WA 98107 917 714 5968 PH. W W W.STU DIOPIANONOBI LE.COM NICK@STUDIOPIANONOBILE.COM i�„ � rti4Er� � ITi�l y �.av n ".ice � ��� 01 6/19/20 PERMIT CORRECTIONS Date Revision 880 SOM ERSET LN EDMONDS, WA 98020 Drawing Title EX ST N G F�00 R P BAN Drawing No. ,Job No. MCGAUGH PIANO NOBILE LLC .� I n�Nr, Rnn� 4U 4 5•F.I r----TrTT�� I I I I I I�UP I I I I I I I � �L11�J TTT7��----------- I I I I I I I I I I I I I I I I �____L11�J_I_I_ /1 /� i � _�� � ENTRY 120 S.F. HALL STAIR 215 S F. I I _ DN — _ III � � �—_ ----�I III � j I FRIDGE — — — — � I _ _ _ _ III I I ----�r IIII I r(J�� � �-- --- I�---- I� KITCHEN I I����II I---�L---- M 408 S.F. I L-- �� i i - — — � III I I -- ---� III � I DW III �_J II �� �'�l III - II �� �� II III I II III I �� 1 ��� J I L_�J ____ _ � ���T7�� I II �� II I I I I I I I I� UP II / � II I I I I I II L— — — — — — — — — — — — — — — — — — — — — J E �C S T N G SCALE: Y4" = 1'-0" r— rr- � II � �� � � II � O G �� II II _ --- J L-- J� r�i r—� IIII GUEST BATHROOM � � II 0 11 S.F. n II II II � � II •� � TT� I I ' I� � UP I ---------L11J M A I N � � 0 0 R BEDROOM 1 350 S.F. ._� WRLL LEGEND EXISTING WALLS NEW WALLS WALLS TO BE DEMOLISHED : �________� PI AN t\InTFC� 1. ALL DIMENSIONS TO FACE OR CENTERLINE OF SURFACE MATERIAL, U.N.O. 2. AS BUILT WINDOW DIMENSIONS ARE TO INSIDE OF JAMBS &SILL. AS BUILT DOOR DIMENSIONS ARE OF DOOR SLAB. 3. DO NOT SCALE OFF DRAWINGS. 4. INTERCONNECTED SMOKE ALARMS TO BE LOCATED :PER IRC SECTION R314. 3, IN EXISTING &NEW AREAS a. IN EACH SLEEPING ROOM b. OUTSIDE ERCH SEPRRATE SLEEPING ARER IN THE IMMEDIATE VICINITY OF EACH BEDROOM c. ON EACH STORY OF THE DWELLING INCLUDING BASEMENT BEDROOM 1 BATHROOM BEDR00�1 1 CLOSET 5. PER WSEC SECTIINJ 101.4.3 ALL EXISTING FRAMING CAVITIES WHICH ARE EXPOSED DURING 168 Sf. 101 S.F. CONSTRUCTION ARE TO BE FIRED W1TH MIN. R-15 IN 2N4 WALLS AND MIN. R-21 IN 2X6 WALLS. �— _�_ � �I II�— -- _JII �C�_�—�� � � � II \�// /� � II / ��L---� P � A N � aii� iiiaiiiiiiiiiiiiiiiiiai � ' i 6. ALL NEW STAIR PER CODE R-311.15 MAX 1— %" RISERS AND MIN 10" TREADS 1. WSEC R404.1 MINIMUM OF 15� OF LIGHT FIXTURES TO BE HIGH—EFFICENCY. 8. SRC M1506.2 EXHRUST FANS SHALL EXITS AT A MIN OF 36" IN ANY DIRECTION FROM BUILDING OPENINGS. 9.ENERGY EFFIENCY REQUIREMENTS:: 0.5 CREDITS, PER CODE R-406.2.4 ADDITIONS LESS THAN 500SF. — OPTION 5B: (N) GAS WATER HEATER W/ EF 0.14 U RESUB Jul 13 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 6227 5TH AVE NW SEATTLE, WA 98107 917 714 5968 PH. W W W.STU DIOPIANONOBI LE.COM NICK@STUDIOPIANONOBILE.COM ill � r��Ers A Hir�,r .'L".� n .NkTC'.y 01 6/19/20 PERMIT CORRECTIONS Date Revision 880 SOMERSET LN EDMONDS, WA 98020 Drawing Title EX ST N G F�00 R P BAN Drawing No. A5 ,Job No. MGGAUGH PIANO NOBILE LLC 0 1 2 4 8 WALL LEGEND EXISTING WALLS NEW WALLS WALLS TO BE DEMOLISHED : �________� PLAN NOTES: 1. ALL DIMENSIONS TO FACE OR CENTERLINE OF SURFACE MATERIAL, U.N.O. 2. AS BUILT WINDOW DIMENSIONS ARE TO INSIDE OF JAMBS &SILL. AS BUILT DOOR DIMENSIONS ARE OF DOOR SLAB. 3. DO NOT SCALE OFF DRAWINGS. 4. INTERCONNECTED SMOKE ALARMS TO BE LOCATED :PER IRC SECTION R314. 3, IN EXISTING &NEW AREAS a. IN EACH SLEEPING ROOM b. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF EACH BEDROOM c. ON EACH STORY OF THE DWELLING INCLUDING BASEMENT 5. PER WSEC SECTION 101.4.3 ALL EXISTING FRAMING CAVITIES WHICH ARE EXPOSED DURING CONSTRUCTION ARE TO BE FILLED WITH MIN. R-15 IN 2X4 WALLS AND MIN. R-21 IN 2X6 WALLS. 6. ALL NEW STAIR PER CODE R-311.15 MAX 1— 3/" RISERS AND MIN 10" TREADS 1. WSEC R404.1 MINIMUM OF 15� OF LIGHT FIXTURES TO BE HIGH—EFFICENCY. 8. SRC M1506.2 EXHAUST FANS SHALL EXITS AT A MIN OF 36" IN ANY DIRECTION FROM BUILDING OPENINGS. 9.ENERGY EFFIENCY REQUIREMENTS:: 0.5 CREDITS, PER CODE R-406.2.4 ADDITIONS LESS THAN 500SF. — OPTION 56: (N) GAS WATER HEATER W/ EF 0.14 2015 WASHINGTON STATE ENERGY CODE NOTES: R403.1 CONTROLS �MANDATORY� AT LEAST ONE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPRRRTE HEATING RND COOLING SYSTEM R404.1 LIGHTING EQUIPMENT A MINIMUM OF 15 PERCENT OF PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES SHALL BE HIGH —EFFICACY LAMPS. ENERGY CREDITS PER TABLE R406.2 5b —HIGH EFFICIENCY WATER HEATING: 1 CREDIT TOTAL: 1 CREDIT PER R 406.2.1: ADDITIONS LESS THAN 500 SQUARE FEET: 0.5 CREDITS SEC R402.4.1.2 —BUILDING AIR LEAKAGE TESTING, DEMONSTRATING THE AIR LEAKRGE RATE DOES NOT EXCEED 5 AIR CHANGES PER HOUR IS REQUIRED PRIOR TO FINAL INSPECTION. THE TEST RESULTS SHALL BE POSTED ON THE RESIDENTIAL ENERGY COMPLIANCE CERTIFICATE (SEC R104) SEC R403.2.2 —DUCT LEAKRGE TEST RESULTS SHALL BE PROVIDED TO THE BUILDING INSPECTOR AND HOMEOWNER PRIOR TO AN RPPROVED FINAL INSPECTION RESUB Jul 13 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 6227 5TH AVE NW SEATTLE, WA 98107 917 714 5968 PH. W W W.STU DIOPIANONOBI LE.COM NICK@STUDIOPIANONOBILE.COM iU112 TtiSFD � HITS=1 ••�-•. �� i �'N�+TL�4 01 6/19/20 PERMIT CORRECTIONS Date Revision 880 SOMERSET LN EDMONDS, WA 98020 Drawing Title PROPOSED FLOOR PLAN Drawing No. A6 ,Job No. MCGAUGH PIANO NOBILE LLC �;�� 3�, 4 ,/ run IulHntur AIIC , rtn Iulluva�t 36" A.F.F MAX. BETWEEN W/ GRASPABLE HANDRAIL TYP L I N S U L A T I O N A PERMANENT CERTIFICATE SHALL BE COMPLETED AND POSTED ON OR WITHIN THREE FEET OF THE ELECTRICAL DISTRIBUTION PANEL BY THE BUILDER OR REGISTERED DESIGN PROFESSIONAL. THE CERTIFICATE SHALL BE COMPLETED BY THE BUILDER OR REGISTERED DESIGN PROFESSIONAL AND SHALL NOT COVER OR OBSTRUCT THE VISIBILITY OF THE CIRCUIT DIRECTORY LABEL, SERVICE DISCONNECT LABEL OR OTHER REQUIRED LABELS. THE CERTIFICATE SHALL LIST THE PREDOMINANT R-VALUES OF INSULATION INSTALLED IN OR ON CEILING/ROOF, WALLS, FOUNDATION (SLAB, BELOW -GRADE WALL, AND/OR FLOOR) AND DUCTS OUTSIDE CONDITIONED SPACES; U-FACTORS FOR FENESTRATION AND THE SOLAR HEAT GAIN COEFFICIENT (SHGC) OF FENESTRATION, AND THE RESULTS FROM ANY REQUIRED DUCT SYSTEM AND BUILDING ENVELOPE AIR LEAKAGE TESTING DONE ON THE BUILDING. WHERE THERE IS MORE THAN ONE VALUE FOR EACH COMPONENT, THE CERTIFICATE SHALL LIST THE VALUE COVERING THE LARGEST AREA. THE CERTIFICATE SHALL LIST THE TYPES AND EFFICIENCIES OF HEATING, COOLING AND SERVICE WATER HEATING EQUIPMENT. F' R G P 0 S E D P✓I A I N F L 0 0 R SCALE: Y4" = 1'-0" �QRCu All? f11CTfJIRIITI(lAl• OUTDOOR AIR SHALL BE DISTRIBUTED TO EACH HABITABLE SPACE BY FORCED AIR HVAC SYSTEM WHOLE HOUSE FAN: EXHAUST FRN TO SERVE AS WHOLE HOUSE FAN PER RESIDENTIAL CODE— SEE CRLCS ON Al SHEET EXHAUST VENT CLEARENCES: PER M1501.1 EXHAUST FAN VENTS SHALL TERMINATE OUTDOORS AND NOT IN ATTICS, SOFFITS, RIDGE VENTS, OR CRAWL SPACES. ACCORDINGLY, INCLUDE A NOTE ON THE PLANS FOR KITCHENS, BATHROOMS, AND LAUNDRY EXHAUST TERMINATIONS TO EXIT THE STRUCTURE WITH CLEARANCES MEETING SRC M1506.3: NOT LESS THAN 3 FEET FROM PROPERTY LINES, 3 FEET FROM OPERABLE OPENINGS INTO THE BUILDING AND 10 FEET FROM MECHANICAL AIR INTAKES. L A N iii�iiiaiiiiii � iii� iiioiiiiaiiiiiiiiiiiii � � WALL LEGEND EXISTING WALLS NEW WALLS : WALLS TO BE DEMOLISHED PLAN NOTES: 1. ALL DIMENSIONS TO FACE OR CENTERLINE OF SURFACE MATERIRL, U.N.O. 2. AS BUILT WINDOW DIMENSIONS ARE TO INSIDE OF JAMBS &SILL. AS BUILT DOOR DIMENSIONS ARE OF DOOR SLAB. 3. DO NOT SCALE OFF DRAWINGS. 4. INTERCONNECTED SMOKE ALARMS TO BE LOCATED :PER IRC SECTION R314. 3, IN EXISTING &NEW AREAS a. IN ERCH SLEEPING ROOM b. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF EACH BEDROOM c. ON EACH STORY OF THE DWELLING INCLUDING BASEMENT 5. PER WSEC SECTION 101.4.3 ALL EXISTING FRAMING CAVITIES WHICH ARE EXPOSED DURING CONSTRUCTION RRE TO BE FILLED WITH MIN. R-15 IN 2X4 WALLS AND MIN. R-21 IN 2X6 WALLS. 6. ALL NEW STAIR PER CODE R-311.15 MAX 1— 3/" RISERS AND MIN 10" TREADS 7. WSEC R404.1 MINIMUM OF 15� OF LIGHT FIXTURES TO BE HIGH—EFFICENCY. 8. SRC M1506.2 EXHAUST FANS SHALL EXITS AT A MIN OF 36" IN ANY DIRECTION FROM BUILDING OPENINGS. 9.ENERGY EFFIENCY REQUIREMENTS:: 0.5 CREDITS, PER CODE R-406.2.4 ADDITIONS LESS THAN 500SF. — OPTION 56: (N) GAS WATER HEATER W/ EF 0.14 22"X30" ATTIC SPACE ACCESS PER R807.1 RESUB Jul 13 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 6227 5TH AVE NW SEATTLE, WA 98107 917 714 5968 PH. W W W.STU DIOPIANONOBI LE.COM NICK@STUDIOPIANONOBILE.COM 10'Il ? T£rtEfS � Nlrr�� .: i �' N + 431yN67GA Date Revision 880 SOMERSET LN EDMONDS, WA 98020 01 6/19/20 PERMIT CORRECTIONS Drawing Title PROPOSED FLOOR PLAN Drawing No. A7 ,Job No. MCGAUGH PIANO NOBILE LLC 8 9 10 11 12 WATER HEATER VENT PROPOSED `,Cl,-� ELE`✓ATION SCALE: Y4" = 1'-0" AS FORM LINER FOR BOARD FORM LOOK WHERE EXPOSED RIDGE SIN r� I LOWER LEVEL MAIN FLOOR LOWER LEVEL RESUB Jul 13 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 6227 5TH AVE NW SEATTLE, WA 98107 917 714 5968 PH. W W W.STU DIOPIANONOBI LE.COM NICK@STUDIOPIANONOBILE.COM ��� � FiE� � ffi{.'j .��ti �I �7oW 01 6/19/20 PERMIT CORRECTIONS Date Revision 880 SOM ERSET LN EDMONDS, WA 98020 Drawing Title PROPOSED EEEVATIONS Drawing No. ,Job No. MCGAUGH �1 Date: 7.8.2020 Scale: As Noted REMOVE AND REPIn�r ATTIC INSULATION THE GREATEST EX POSSIBLE WHILE MAINTAINING AT LE 1 " OF AIRFLOW NFRC CERTIFIE INSULATED WI(\ UNIT, TYP. PEf WINDOW SCHE[ 5/4X2 PDF Wlf� WRAP TYP ALL WINDOWS PROVIDE METAL FLASHING AT HE AND DRIP EDGE UNDER WINDOW`. CEDAR 2X2 W/ V—GROOVE CLAD AT UNDERSIDES nrn nnn /r (-`I i n lir nnnr PROPOSED WEST E�EVAT ON SCALE: Y4" = 1'—O" 0 A A rT n l � /r � IT E� ST N G EAST E�EVAT ON WATERPROOFING SYSTEM LOWER LEVEL SCALE: Y4" = 1'-0" RESUB Jul 13 2020 CITY OF EDMONDS 1 DEVELOPMENT SERVICES DEPARTMENT PIANO NOBILE LLC 6227 5TH AVE NW SEATTLE, WA 98107 917 714 5968 PH. W W W.STU DIOPIANONOBI LE.COM NICK@STUDIOPIANONOBILE.COM i�i� rtiSFb � ir�_7 �a � ru i •NMTL�.4 01 6/19/20 PERMIT CORRECTIONS Date Revision 880 SOMERSET LN EDMONDS, WA 98020 Drawing Title PROPOSED EEEVATIONS Drawing No. A9 ,Job No. MCGAUGH Date: 7.8.2020 Scale: As Noted PIANO NO61 LE LLC r. .�I Hardware and fasteners in contact with preservative -treated wood shall be of ■ ' hot -dipped zinc galvanized steel, I Istainless steel, silicon bronze or copper. � .In the absence of manufacturer s recommendations Ia minimum of ASTM A 653 type G185 zinc -coated I galvanized steel, or equivalent, shall be used. ■ I RC R317.3.1 IBC 2304.10.5.1 I L._ �� S.��QS ON 0 1 2 4 8 RESUB Jul 13 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 6227 5TH AVE NW SEATTLE, WA 98107 917 714 5968 PH. W WW.STUDIOPIANONOBILE.COM NICK@STUDIOPIANONOBILE.COM �1 6/19/20 PERMIT CORRECTIONS Date Revision 880 SOMERSET LN EDMONDS, WA 98020 Drawing Title Drawing No. SRAM I N G P BAN S1 ,lob No. MCGAUGH (E) HDR E) HDR (E) HDR (E) HDR (E) HDR (E) HDR (E) HDR (E) HDR 0 _ w (E) HDR (E) HDR (E) HDR (E) HDR (E) RAFTERS @ 24" O.C. � (E) RAFTERS @ 24" O.C. w (E) SCISSOR TRUSSES @ 24" O.C. 0 z O z ��c (E) RAFTERS @ 24" O.C. o (E) RAFTERS @ 24" C. x z �c 0 (N) GLB 5 8 X 6 HDR (N) (2) 2X8 HDR (E) HDR (TYP UNO) O (N) 4X10 HDR (N) HDR R 0 0� � R A M f� G P � A �l SCALE: Y4" = 1'-0" 0 1 2 4 8 RESUB Jul 13 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PIANO NOBI LE LLC 6227 5TH AVE NW SEATTLE, WA 98107 917 714 5968 PH. 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AT OPENINGS I SEE PLAN FOR SLAB THICKNESS REQUIREMENTS 1/2" MAX. TO �' �/\/\/\/\/\/\/\� �\�/\\//\\/�\��\/�\/�\/�\�� AND 16d NAILING EDGE OF °f W4 15/32" CDX PLYWOOD Sd ®4"oc 16d ®4"oc A35 ®16"oc (2)rows 16d ®6"oc 5/s"0 A.B. ®32"oc WASHER �/\//. REINFORCING (typ.) PER SCHEDULE W3 ® 15/32" CDX PLYWOOD 8d ®3"oc (2)rows 16d ®4"oc A35 ®12"oc (2)rows 16d ®6"oc 5/8"0 A.B. ®24°oc � ��/ �8t� A �8t0� C W2 ® 15/32" CDX PLYWOOD 8d ®2"oc (2)rows 16d ®4"oc A35 ®9"oc (2)rows 16d ®4"oc �� 5/8"0 A.B. ®16"oc ''3�• ' ��� I OO 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°4 x 2 1/2° (common) - 16d NAILS SHALL BE 0.135°0 x 3 1/2° (box) min typ. O EMBED ANCHOR BOLTS AT LEAST 7". EXPANSION BOLTS MAY BE SUBSTITUTED FOR ANCHOR BOLTS WITH 4" EMBEDMENT. TITEN HD SCREW ANCHORS �\�%/\\%� \\ c //�//�//�//�//�//�//�/ /\/\/\/ �('` � ����%`/ / ��/ 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 ;%\� �\\�\\ cfl ., \ EXTEND TO WITHIN 1/2" OF THE EDGE OF THE BOTTOM PLATE ON THE SIDE WITH SHEATHING. SEE DETAIL C. � PLYWOOD � �, ///// �// �� #4 (� 12 oc EA. WAY _ i z �\�//\ � \\ \\ \\ \\ \\ \\ \�//\�/��/��/��/��/�� • � ® 3x STUDS OR DOUBLE STUDS NAILED TOGETHER W/ BASE PLATE NAILING ARE REQUIRED AT ABUTTING PANEL EDGES OF W3 AND W2. EDGE NAILING N d i' SEE DETAIL B. WHERE 3x STUDS ARE USED FOR W2, STAGGER NAILS AT ADJOINING PANEL EDGES. OVER EA. STUD � EDGE \ H eq. eq. Qs TWO STUDS MINIMUM ARE REQUIRED AT EACH END OF ALL SHEARWALLS AND ALL END STUDS SHALL RECEIVE PANEL EDGE NAILING. /\\�\\�� �\/�\\/�\\// � j \//\\� •� j\//\ //\ �• /\/\ \�\\� �\\�\ �\\ \�\\/ �\ \\/�\� ////// / � SEE PLANS AND HOEDOWN SCHEDULE FOR ALTERNATE REQUIREMENTS. �; //\� %/// // •.�\\.�\ \.�\\.� // �\ (2)#5 CONT. PER SCHEDULE © ALL EXTERIOR WALLS SHALL BE W6, UNLESS NOTED OTHERWISE. � " - \//\\�%\�/\\�%\\�/ �%\\�% � � %�\%�\%�\%�\% %�\%� .�\\. .�\ .�\ OO 7 16 O.S.B. MAY BE SUBSITUTED FOR 15/32" CDX. Detai B / �//�//�//\//\/ (2 4 BOTTOM )� n n n PLAN VIEW AT ABUTTING PANEL � ® LTP4's (HORIZONTAL ORIENTATION) W/ 8d COMMON MAY BE SUBSTITUTED FOR A35's AT CONTRACTORS OPTION. EDGES OF W3 & W2 RIM QQ A 2x NAILER ATTACHED W BASE PLATE NAILING PER DETAIL A MAY BE SUBSTITUTED FOR A35's AT CONTRACTORS OPTION. � \\ ///� � \ \ \\ \\` ` 5 8 5 Detu� � to AT MULTI -ROW NAILING, MINIMUM OFFSET BETWEEN ROWS AND ROW SPACING 1/2°, SEE DETAIL D. �j\� //\�\�j\�� EXACT CONFIGURATION OF STAIR 11 PROVIDE (3) ROWS 16d ®6"oc AT LVL RIMS. (including tread and riser dimensions) g" PER ARCH. DRAWINGS T U R f� E D D O W f� SH EAR WA�� SCH ED U �E STAIR ON GRADE SCAB EDGE REsus SCALE: 3�4" - 1'-0" SCALE. 3/4" - 1'-0" SCALE. J/4" — 1'—O" DEVE OPMFEN SOERVICES DEPARTMENT PIANO NO61 LE LLC 6227 5TH AVE NW SEATTLE, WA 98107 917 714 5968 PET. W WW.STUDIOPIANONOBILE.COM NICK@STUDIOPIANONOBILE.COM 01 6/19/20 PERMIT CORRECTIONS Date Revision 880 SOMERSET LN EDMONDS, WA 98020 Drawing Title FRAMING DETAILS Drawing No. S4 ,lob No. MCGAUGH Date: 05.19.2020 Scale: As Noted PIANO NOBI LE LLC CRITERIA 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, THE SEATTLE BUILDING CODE (2015 EDITION). THIS STRUCTURE DOES NOT CONFORM TO PRESENT EARTHQUAKE CODE REQUIREMENTS. IT HAS BEEN ANALYZED AND REINFORCED FOR MINIMUM MAINTENANCE IN ACCORDANCE WITH SEATTLE EXISTING BUILDING CODE, AND IS WITHIN THE CURRENT PRACTICE FOR THE RENOVATION OF EXISTING BUILDINGS OF THIS AGE AND TYPE OF CONSTRUCTION. 2. DESIGN LOADING CRITERIA: RESIDENTIAL - ONE AND TWO-FAMILY DWELLINGS FLOOR LIVE LOAD 40 PSF ROOF ROOF LIVE LOAD 25 PSF MISCELLANEOUS LOADS DECKS 1.5 x AREA SERVED 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 GCpi=0.18, 110 MPH, RISK CATEGORY 22, EXPOSURE "C" EARTHQUAKE ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE LATERAL SYSTEM: LIGHT FRAMED SHEAR WALLS, Vs = 8.13 KIPS SITE CLASS=D, Ss=128, Sds=85, 51=50, SD1=50, Cs=0.131 SDC D, Ie=1.0, R=6.5 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. GLUED LAMINATED MEMBERS MANUFACTURED LUMBER (PSL'S, LSL'S, LVL'S) REINFORCING STEEL (FOR CONCRETE CONSTRUCTION) CONTRACTOR SHALL SUBMIT WALL ELEVATION DRAWINGS OF AT LEAST 1/8" = 1'-0" SCALE INDICATING LOCATIONS OF CONNECTION EMBEDMENT'S AND WALL OPENINGS FOR REVIEW PRIOR TO CONSTRUCTION. CONTRACTOR SHALL COORDINATE WALL ELEVATION DRAWINGS WITH REINFORCEMENT SHOP DRAWINGS. 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 12. 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. CONCRETE CONSTRUCTION PER TABLE 1705.3 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. 13. 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. 14. 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 CONCRETE CONSTRUCTION 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 15. 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 16. 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. 17. 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. 18. 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 19. 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. 20. 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. 21. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 60, FY = 60,000 PSI. RESUB Jul 13 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Date 6227 5TH AVE NW SEATTLE, WA 98107 917 714 5968 PFi. W W W.STUDIOPIANONOBILE.COM NICK@STUDIOPIANONOBILE.COM Revision 880 SOMERSET LN EDMONDS, WA 98020 Drawing Title STRUCTURAL N OTES Drawing No. S5 ,lob No. MCGAUGH PIANO NOBI LE LLC 22. DETAILING OF REINFORCING STEEL (INCLUDING HOOKS AND BENDS) SHALL BE IN ACCORDANCE WITH ACI 315-99 AND 318-14. LAP ALL CONTINUOUS REINFORCEMENT #5 AND SMALLER 40 BAR DIAMETERS OR 2'-0" MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS #5 AND SMALLER 40 BAR DIAMETERS OR 2'-0" MINIMUM. LAPS OF LARGER BARS SHALL BE MADE IN ACCORDANCE WITH ACI 318-14, CLASS B. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. 23. 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" 24. 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 25. 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. 26. 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 27. 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 N0. 17", OR WWPA STANDARD, "WESTERN LUMBER GRADING RULES 2011". FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS (2X & 3X MEMBERS) AND BEAMS (4X MEMBERS) BEAMS (INCL. 6X AND LARGER) POSTS (4X MEMBERS) (6X AND LARGER) STUDS, PLATES & MISC. FRAMING: HEM -FIR N0. 2 MINIMUM BASE VALUE, Fb = 850 PSI DOUGLAS FIR -LARCH N0. 1 MINIMUM BASE VALUE, Fb = 1000 PSI DOUGLAS FIR -LARCH NO. 1 MINIMUM BASE VALUE, Fb = 1350 PSI DOUGLAS FIR -LARCH NO. 2 MINIMUM BASE VALUE, FC = 1350 PSI DOUGLAS FIR -LARCH N0. 1 MINIMUM BASE VALUE, FC = 1000 PSI DOUGLAS-FIR-LARCH OR HEM -FIR N0. 2 28. 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. 29. MANUFACTURED LUMBER, PSL, LVL, AND LSL SHOWN ON PLAN ARE BASED PRODUCTS MANUFACTURED BY THE WEYERHAEUSER CORPORATION IN ACCORDANCE WITH ICC-ES REPORT ESR-1387. MEMBERS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: PSL (2.OE) Fb = 2900 PSI, E = 2000 KSI, Fv = 290 PSI LVL (2.OE) Fb = 2600 PSI, E = 2000 KSI, Fv = 285 PSI LSL (1.55E) Fb = 2325 PSI, E = 1550 KSI, Fv = 310 PSI ALTERNATE MANUFACTURED LUMBER MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. ALTERNATE MANUFACTURER'S PRODUCTS SHALL BE COMPATIBLE WITH THE JOIST HANGERS AND OTHER HARDWARE SPECIFIED ON PLANS, OR ALTERNATE HANGERS AND HARDWARE SHALL SUBMITTED FOR REVIEW AND APPROVAL. SUBSTITUTED ITEMS SHALL HAVE ICC-ES REPORT APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. MANUFACTURED LUMBER PRODUCTS SHALL BE INSTALLED WITH A MOISTURE CONTENT OF 12% OR LESS. THE CONTRACTOR SHALL MAKE PROVISIONS DURING CONSTRUCTION TO PREVENT THE MOISTURE CONTENT OF INSTALLED BEAMS FROM EXCEEDING 120. EXCESSIVE DEFLECTIONS MAY OCCUR IF MOISTURE CONTENT EXCEEDS THIS VALUE. 30. 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. 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. 31. 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 OR MASONRY. 32. PRESERVATIVE TREATED WOOD SHALL BE TREATED PER AWPA STANDARD Ul 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. 33. WOOD TREATED FOR FIRE RESISTANCE SHALL MEET THE REQUIREMENTS OF ASTM E 84 OR UL 723 AND HAVE A LISTED FLAME SPREAD INDEX OF 25 OR LESS. FIRE RETARDANT TREATED LUMBER AND WOOD STRUCTURAL PANELS SHALL BE LABELED IN ACCORDANCE WITH IBC 2303.2.4. WOOD TREATED FOR FIRE PROTECTION FOR USE IN INTERIOR ABOVE GROUND CONSTRUCTION AND CONTINUOUSLY PROTECTED FROM WEATHER AND OTHER SOURCES OF MOISTURE SHALL BE TREATED TO AWPA UCFA. WOOD TREATED FOR FIRE PROTECTION FOR USE IN EXTERIOR ABOVE GROUND CONSTRUCTION AND SUBJECT TO WETTING OR OTHER SOURCES OF MOISTURE SHALL BE TREATED TO AWPA UCFB. 34. FASTENERS AND TIMBER CONNECTORS USED WITH TREATED WOOD SHALL HAVE CORROSION RESISTANCE AS INDICATED IN THE FOLLOWING TABLE, UNLESS OTHERWISE NOTED. WOOD TREATMENT HAS NO AMMONIA CARRIER CONTAINS AMMONIA CARRIER CONTAINS AMMONIA CARRIER CONTAINS AMMONIA CARRIER AZCA CONDITION PROTECTION INTERIOR DRY G90 GALVANIZED INTERIOR DRY G185 OR A185 HOT DIPPED OR CONTINUOUS HOT -GALVANIZED PER ASTM A653 INTERIOR WET TYPE 304 OR 316 STAINLESS EXTERIOR TYPE 304 OR 316 STAINLESS ANY TYPE 304 OR 316 STAINLESS INTERIOR DRY CONDITIONS SHALL HAVE WOOD MOISTURE CONTENT LESS THAN 19%. 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. 35. 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. ALL 2X JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "LUS" SERIES JOIST HANGERS. ALL TJI JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "ITS" SERIES JOIST HANGERS. ALL DOUBLE -JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "MIT" SERIES JOIST HANGERS. 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. 36. 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. 37. 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. 38. 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. RESUB Jul 13 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Date 6227 5TH AVE NW SEATTLE, WA 98107 917 714 5968 PFi. W W W.STUDIOPIANONOBILE.COM NICK@STUDIOPIANONOBILE.COM Revision 880 SOMERSET LN EDMONDS, WA 98020 Drawing Title STRUCTURAL N OTES Drawing No. S6 ,lob No. MCGAUGH