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APPROVED BLD BLD2023-0043+Architectural_Plan+2.28.2023_2.33.11_PM+3393697KEY:DRAWING SYMBOLS All410111►11 CENTERLINE OUTLINE OF OBJECT BEHIND OR BEYOND PICTURE PLANE OUTLINE OF OBJECT ABOVE PICTURE PLANE A iSp76:1 Inspections required for this project. Please provide the Special Inspection report(s) •to the City Building Inspector upon request: 1. Epoxy 12. Hold Down Placement '3.Lateral Wood/Horizontal Diaphragm Nailing i Vertical Plywood Shear Wall Nailing I j5.Connection for wood construction T/WALL= XXXX CRITICAL ELE OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES CATION APPROVED PLANS MUST BE ON JOB SITE KEY: PLATE NUMBERS S501 DRAWING NUMBER MOLL RESIDENCE 16121 N. Meadowdale Rd. DISCIPLINE Owner/Designer: Brian E. Moll P.E.,S.E. Lot Square Footage: 23659 Sq. Ft. Construction ______--___ _—___—____ Typo/Piro Resistive Std: V-B Ph DETAIL NUMBERS ARE BASED ON LOCATION OF THE DETAIL ON THE DETAIL SHEET AND MAY NOT BE SEQUENTIAL. DETAIL IDENTIFICATION NUMBER IS THE NUMBER OF THE LOWEST LEFT HAND MODULE OCCUPIED BY THE DETAIL. ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE monds DOOR 8c WINDOW P#Y(S'PPIR7 0 Building Department � DOOR Work ADDITION Address 16121 N MEADOWDLE RD Owner :--------------------------------------- MOLL Approved Date 3/27/2023 Building Official W. V Vf&9L[L 1 2 3 \ \,141 A\I L\ /6E \\ DETAIL IRE,AI 9 ' o 11 12 \ \ 13 14 15 16 HINGgLD2023-0043 KE-'(: NORTH ARROW SYMRnI Permd NumberOPENING SIDE OPENING SIDE HINGE SIDE ---------- KEY: DETAIL/SECTION SYMBOLS a U C U) filename: 1627Ph2—S501.DWG BUILDING SECTION 2 NUMBER INDICATES SECTION SA2.1 SHEET NUMBER WHERE SECTION IS DRAWN WALL SECTION 4 NUMBER INDICATES SECTION SA6.2 SHEET NUMBER WHERE SECTION IS DRAWN DETAIL (:3 NUMBER INDICATED DETAIL SA6. SHEET NUMBER WHERE DETAIL IS DRAWN 4(t)EELEVATION LETTER INDICATES ELEVATION 7 SA2.5 SHEET NUMBER WHERE ELEVATION IS DRAWN INTERIOR ELEVATION A LETTER INDICATES ROOM ELEVATIONS 4� S'v ATI -SHEET NUMBER WHERE ELEVATION IS DRAWN PHASE I I Edmonds, WA Phone: 425.745.9926 ry of Edmonds Zoning: RS20 aca II Footprint: 212 SQ FT County Tax Account Parcel Number: 5131-000-049-0103 occupancy Classification: rt3 Ph II Heating By: Ductless Mini Split Heat Pump W.S.E.C. Climate Zone: 4C OPTION HVAC EQUIPMENT FENESTRATION SKYLIGHT CEILING VAULTED WALL (E)WALL (E)WALL (E)SLAB EFFICIENCY U—VALUE U—VALUE CEILING ABOVE BELOW BELOW ON GRADE GRADE GRADE GRADE DUCTLESS MINI SPLIT HP IF INTERIOR IF EXTERIOR PERIMETER PRESCRIPTIVE HSPF > 10 .30 .50 R-30 R-30 R-21 APPLIED APPLIED INSULATION (CREDIT OPTION 3.6) R-19 R-10 R-10 * GROSS CONDITIONED FLOOR AREA t OWNER TO PROVID ADDRESS WHICH IS PLAINLY VISIBLE AND LEGIBLE FROM THE STREET SCHEDULE OF DRAWINGS DRAWING N0. DRAWING TITLE 0001 TITLE SHEET CIVIL C1.2 SITE PLAN [REF] — STRUCTURAL/ARCHITECTURAL S001 GENERAL STRUCTURAL NOTES S002 NAILING SCHED/SYMBOLS/ABBS S100 FRAMING PLAN/FLOOR PLAN ALL LVLS S200 EXTERIOR ELEVATIONS / PLAN NOTES S201 SHEARWALL ELEVS/BUILDING SECTIONS [PHASE I REFERENCE INFO SCHEDULE OF DRAWINGS DRAWING N0. DRAWING TITLE S501 CONCRETE DETAILS S531 WOOD DETAILS S532 WOOD DETAILS S533 WOOD DETAILS S534 WOOD DETAILS S535 WOOD DETAILS S801 TYP ASSEMBLY DETS/WINDOW SCHED NORTH ARROW SEE CCITY OF EDMONDS PLAN CHECK #97-191 CIVIL DRAWINGS FOR TRUE NORTH & CORRECT ORIENTATION OF BUILDING CITY OF EDMONDS PERMIT #s 1999 0253; 2000 VICIN CANADA BELLINGHAM WAS�dhGTON 7 Location: ;Edmonds/Mead wdale BELLEVUE ATT E TACOMA YAKIMA COLUMBIA R. OR�G�N 0 10 20 30 MILES ITY MAP O Q SPOKAN —F PULLMAN I 0 Project Site FLOOR AREAS: [PH 2] LEVEL 1: 212 SQ. FT. LEVEL 2: 94 SQ. FT 306 SQ. FT. FLOOR AREAS: [PH 1 ] LEVEL 1: 827 SQ. FT. LEVEL 2: 717 SQ. FT ATTIC 546 SQ. FT 2090 SQ. FT. LOT COVERAGE: 3.5% z C) s UD D J O S D 158th P1 0�//�� Z O U ro D Ir .16121 N Meadowdale 160th St SW O... Rd, Edmonds, WAC LLEngineering ' D D Bernard Ford Education Services O Ra (31 Z 00 .. 761 st PI SW D 2 � J d Z 0 d O � D C < W � a � �o cP� 163rd 1 1 1 [TAKEN FROM GOOGLE MAPS] I..L LOCALITY MAP: Edmonds/Meadowdale °C Haines c Wharf Park pla I Phillip Lehn Architect Q 0 LL RESUB cn N Feb 28 2023 O N CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT w O o r�1 � pF WASNI�� f> Se. rd �T'rQ 28283 L 4NAL " � w o C) 7� o 0 Q O i E CZ 4— Ct U) Q, �, co 0 aw 0 U w v w O • r--� �, N 4� � cv � 1� O �--r Z N N � � a--� O Sheet NO: GOO I SCALE: N TS SCALE: N TS SITE PLAN NOTES: 1. SEE SHT. C1.3 FOR UTILITIES PLAN AND NOTES 2. FOR CRITICAL DIMENSIONS, ORIENTATION AND LOCATION OF HOUSE AND ROCKERIES SEE ENLARGED PLAN ON SHT C1.4 3. FOR ROCKERY ELEVATIONS SEE SHT C1.5, FOR ROCKERY DETAILS SEE SHT C1.7 4. DRIVEWAY INDICATED IS PART OF FUTURE PHASE II 1OLL CONDITION BOLD 1255 3077 GS '73 �z 6 s Ll LEGAL DESCRIPTION: LEGAL DESCRIPTION OF MOLL PROPERTY INCLUDED IN 8 1/2"X11" FORMAT IN SUBMITTAL "BASIS OF DESIGN". LEGEND ss SANITARY SEWER MANHOLE ❑ STORM DRAIN so STORM DRAIN MANHOLE CONIFER TREE � • TPr. DECIDUOUS TREE —x x — CHAIN LINK FENCE —13 13 — WOOD FENCE ^-, BRICK RETAINING WALL RR TIE RETAINING WALL —s— SEWER PIPE SI STORM PIPE w—w WATER PIPE � UTILITY POLE ANCHOR c UTILITY POLE ANCHOR ■ WATER M ETER D4 WATER VALVE ROCK WALL x WIRE STOCK FENCE i [REFERENCE DOCUMENT SUBMITTED AT PHASE I ORIG PLAN CHECK #97-191 ORIG PERMIT #S 1999 0253 2000 0783 ] z O CU D z O CU OC O LL O z z O w rr O LL RES U B Feb 28 2023 CITY OF EDMONDS ^ DEVELOPMENT SERVICES DEPARTMENT 0 0 U) 0 � mGo N � 1 � a E 4 w w U O � i E Q i U— cz c U0 QC C U) T OY T O 0 a.w 0 0 w v w ,: o � � w O z O Sheet No: C 1.2 / / / <o eY cgTj c�TY N F of 0 �oq0 04;- S JUNCTION STRUCTURE Nl PER CITY OF EDMONDS MAINLINE ENGINEERING DEPT. APPROX DESIGN STANDARDS ROCKERY 1 1 Z0 ASPHALT COATED��, CMP DETf�9NTION PIPE \��\� �\ ►` �\ Ao� FR ENO L' \ D C 0l\ \`\ Ss � 0 \\\ so \\\ G 2 4" 0 HALF RA\0 U N D CMP CULVERT` IN 4'-0" WIDE C�NC CAP 1 1 \ 1 \ 1 \ 1 1 � 1 r I CIVIL ENGINEERING PLAN NOTES: — — — — — — — — — — — — — — — — — — — L — — — — — — — — — — — — — — — — 1-SANITAF� SIDE SEWER PIPE SHALL BE 6"DIA. PVC . INSTALL SANITARY SEWER AND TIGHTLINE WITH WATERTIGHT JOINTS TO LOCAL UTILITY DISTRICT STANDARD/ CITY OF EDMONDS I ENGINEERING STANDARD SPECIFICATION. MINIMUM SLOPE 1%. PROVIDE CLEANOUTS AS INDICATED ON THE DWGS. 2. STORM SEWER PIPE SHALL BE 6"DIA. PVC (ASTM D3034 MIN) . INSTALL STORM SEWER AND TIGHTLINE WITH WATERTIGHT JOINTS TO LOCAL UTILITY DISTRICT STANDARD/ CITY OF wo A EDMONDS ENGINEERING STANDARD SPECIFICATION. MINIMUM SLOPE 1%. PROVIDE CLEANOUTS o o AS INDICATED ON THE DWGS. ° CO 3. STENCIL CATCH BASIN LID WITH " DUMP NO WASTE DRAINS TO SOUND" ( 1 /2" MIN LETTER SIZE) i 4. INSTALL WATER SERVICE CONN AT STREET, WATER METER, & WATERLINE ; TIGHTLINE ALL i CONNECTIONS WITH WATERTIGHT JOINTS TO LOCAL UTILITY DISTRICT STANDARD/ CITY OF EDMONDS ENGINEERING STANDARD SPECIFICATION. 5. EMBED CLEANOUT CAP IN 16" X16" X12" CONRETE PAD 6. VISUAL INSPECTION OF UTILITY TRENCHES & TIGHTLINES REQUIRED BY THE CITY OF EDMONDS PRIOR TO BACKFILL OPERATIONS. \ 7. BACKFILL MATERIAL & COMPACTION REQUIREMENTS FOR CUTS IN THE RIGHT OF WAY SHALL BE PER CITY OF EDMONDS ENGINEERING DIVISION DESIGN STDS. \ 8. FILLS PLACED ON SLOPES SHOULD BE TERRACED(BENCHED) AND KEYED INTO THE SLOPE. THE \ BENCHES SHOULD BE DEEP ENOUGH TO PRECLUDE SLIPPING OF THE FILL DOWN THE HILLSIDE AT `\ THE INTERFACE OF THE EXISTING SOIL AND THE BOTTOM OF THE NEW FILL. ` 9. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM C478 �\ (AASHTO M199) AND ASTM C890 UNO: ( SEE DETAILS 3/C1.5, 1/C1.6, 2/C1.6, 3/C1.6 ) `\ a. HAND HOLDS IN PRECAST EXTENSION RINGS SHALL HAVE 3" MIN CLEARANCE, STEPS OR \ LADDERS IN CATCH BASIN SHALL HAVE 6" MIN CLEARANCE. ` b. THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE ROUNDED ` c. PRECAST BASES SHALL HAVE CUTOUTS OR KNOCKOUTS WITH A WALL THICKNESS OF 2" MIN. KNOCKOUTS OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER DIAMETER PLUS CATCH BASIN T �� WALL THICKNESS. MAX HOLE SIZE FOR 48" DIA CATCH BASIN IS 36". MIN CLEAR DISTANCE �-/ BETWEEN HOLES IS 8". \ d. FOR DETAILS SHOWING LADDER, STEPS, HANDHOLDS ETC. SEE SNOHOMISH COUNTY PUBLIC \ WORKS STD DWG 9-074 "CATCH BASIN DETAILS". \\ e. SHEAR/CLEANOUT GATE SHALL BE ALUMINUM ALLOY ASTM B-26—ZG-32a OR CAST IRON ASTM �\ A48 CLASS 30B AND JOINED TO TEE SECTION BY BOLTING THRU FLANGE, WELDING OR OTHER SECURE MEANS. MATING BETWEEN MOVING PARTS AND GASKETS PER WSDOT STD PLAN B-3. �\ g. LIFT ROD SHALL BE AS SPECIFIED BY THE MFR WITH HANDLE EXTENDING TO WITHIN \\\ \\ 1'-0" OF COVER AND ADJUSTABLE HOOK LOCK FASTENED TO FRAME OR UPPER \ HANDHOLD. `\ �\ h. ALL METAL PARTS & SURFACES MUST BE MADE OF CORROSION RESISTANT MATERIAL OR ` \ ` GALVANIZED. \ ` 1 i. RESTRICTOR ORIFICE TO BE CUT ROUND AND SMOOTH. \j. WHERE CMP PIPE IS USED, NEOPRENE GASKETS ARE REQUIRED © ALL PIPE JOINTS. \\\ k. THE RESTRICTOR/SEPARATOR SHALL BE FABRICATED FROM .060" ALUMINUM OR .064 \ \ ALUMINIZED STEEL OR .064 GALVANIZED (TREATMENT 1 ) STEEL PIPE, IN ACCORDANCE \ \ WITH AASHTO M36, M196, M197 & M274. PIPE SUPPORTS SHALL BE OF MATCHING MATERIAL SEE DETAIL FOR THICKNESS. \\\\ Ncs \\\ I. PIPE SUPPORTS SHALL BE ANCHORED @ 3'-0" OC MAX WITH 5/8"DIA STAINLESS STEEL \ \ EXPANSION BOLTS OR ANCHOR BOLTS WITH 2" EMBED IN WALL. m. THE OUTLET PIPE SHALL BE CONNECTED TO CMP SEWER PIPE WITH A STANDARD CO- \\ COUPLING BAND. 9. SLOPE OF STORM DRAIN (SD) AND SANITARY SEWER (SS) TIGHTLINES SHALL BE OF UNIFORM GRADIENT BETWEEN THE INVERT ELEVATIONS GIVEN ON THE DWGS 01 \ � I \ 1 w \ o \ \ O �\\ �o �(110 �\ \ 0 AS-B �'-1 T SCALE 1 : 20 @ 24 inchX36 inch SHEET SD SS G- P- T/C LEGEND SANITARY SEWER MANHOLE STORM DRAIN STORM DRAIN MANHOLE STORM SEWER SANITARY SEWER WATERLINE GAS LINE POWER TELEPHONE/CABLE For Reference Only RESUB Feb 28 2023 CITY OF EDMONDS ^ DEVELOPMENT SERVICES DEPARTMENT O •> 0 01� 01 � a M E N00 o N N X w tt a W O 5 v� z clz� U O O N oj U �^ .. U Q i LL jN Cz U) N O) N O 0 Q-w 0 0 31t wo: C 1.3 III GENERAL STRUCTURAL NOTES: 1, THE F❑LL❑WING STRUCTURAL NOTES APPLY UNLESS NOTED ❑THERWISE ON THE STRUCTURAL DRAWINGS. 2, THE CONTRACT STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE, THEY D❑ NOT INDICATE THE METHOD OF C❑NSTRUCTI❑N. THE CONTRACTOR WILL PR❑VIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING C❑NSTRUCTI❑N. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SH❑RING FOR LOADS DUE TO C❑NSTRUCTI❑N EQUIPMENT, ETC. 3, ❑BSERVATI❑N VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTI❑N OF THE ABOVE ITEMS NOR WILL THE STRUCTURAL ENGINEER BE RESP❑NSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, PROCEDURES OR SEQUENCES OF C❑NSTRUCTI❑N, OR THE SAFETY PRECAUTI❑NS AND THE PROGRAMS INCIDENT THERET❑, 4, THE STRUCTURAL NOTES SHALL BE USED ALONG WITH THE PROJECT DRAWINGS. WHERE A DIFFERENCE BETWEEN STRUCTURAL DRAWINGS, OR NOTES OCCUR, THE MOST STRINGENT REQUIREMENTS SHALL GOVERN FOR CONTRACTUAL PURPOSES. THE CONTRACTOR SHALL REQUEST CLARIFICATI❑N IMMEDIATELY UPON DISC❑VERY AND BEFORE PR❑CEEDING. 5, THE CONTRACTOR SHALL BE RESP❑NSIBLE FOR C❑MPENSATING THE OWNER'S REPRESENTATIVE FOR ANY DESIGN CHANGES MADE AS A RESULT OF A DEVIATI❑N BY THE CONTRACTOR FROM THE PLANS AND GSN OR DUE TO ERRORS, FAULTY MATERIAL, OR FAULTY W❑RKMANSHIP. 6, ❑PTI❑NS ARE FOR THE CONTRACTORS C❑NVENIENCE. HE SHALL BE RESP❑NSIBLE FOR ALL CHANGES NECESSARY IF HE CHOOSES AN ❑PTI❑N AND SHALL C❑❑RDINATE ALL DETAILS. THE COST OF ADDITI❑NAL DESIGN WORK NECESSITATED BY THE SELECTI❑N OF AN ❑PTI❑N SHALL BE BORNE BY THE CONTRACTOR. 7, THE CONTRACTOR SHALL BE RESP❑NSIBLE FOR VERIFICATI❑N OF ALL DIMENSI❑NS AND C❑NDITI❑NS WITH ARCHITECTURAL DRAWINGS PRI❑R TO START OF C❑NSTRUCTI❑N. N❑TIFY THE OWNERS REPRESENTATIVE OF ANY DESCREPANCIES OR INC❑NSISTENCIES IMMEDIATELY UPON DISC❑VERY. 8, THE CONTRACTOR SHALL VERIFY ALL EXISTING C❑NDITI❑NS SHOWN ON DRAWINGS. 9, THE CONTRACTOR SHALL ESTABLISH AND VERIFY ALL ❑PENINGS AND INSERTS FOR ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND OTHER ITEMS WITH APPR❑PRIATE TRADES, DRAWINGS, AND SUBCONTRACTORS PRI❑R TO C❑NSTRUCTI❑N. NO PENETRATI❑NS THROUGH STRUCTURAL MEMBERS ALLOWED UNLESS SHOWN ON STRUCTURAL DRAWINGS OR APPROVED BY OWNERS REPRESENTATIVE IN WRITING. 10. TYPICAL DETAILS ARE NOT CUT ON PLANS, BUT APPLY UNLESS NOTED ❑THERWISE. WHERE NO DETAILS ARE SHOWN, C❑NSTRUCTI❑N SHALL CONFORM TO SIMILAR WORK ON PROJECT. 11. WHERE REFERENCE IS MADE TO VARI❑US TEST STANDARDS FOR MATERIALS, SUCH STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDUM. 12. ANY ENGINEERING DESIGN PR❑VIDED BY OTHERS AND SUBMITTED FOR REVIEW SHALL BEAR THE SEAL OF A REGISTERED STRUCTURAL ENGINEER DESIGN CRITERIA: 1. GOVERNING/REFERENCE CODES: 2016 ASCE 7-16 2018 INTERNATI❑NAL RESIDENTIAL CODE 2. SEISMIC: V = CSW SEISMIC DESIGN CATEGORY = D I = 1.0 R = 6,5(LIGHT FRAME WALLS W/SHEAR PANELS) CS = .129 W = WEIGHT OF STRUCTURE 3. WIND: BASIC WIND SPEED = 85 MPH [SERVICE LOADS] P = gGCp-gh(GCpi) WIND EXPOSURE = C G = 0.85 qh = 14.8 PSF I = 1.0 4. LIVE LOADS: A. ROOF = 25 PSF (SNOW) B. BALC❑NIES/DECKS = 60 PSF C. HABITABLE AREAS/STAIRS = 40 PSF 5. ALLOWABLE SOIL BEARING PRESSURE FOR DEAD PLUS LIVE LOADS FOR F❑UNDATI❑NS 18" BELOW LOWEST ADJACENT FINISHED GRADE: 2.0 KSF - SHALLOW SPREAD F❑❑TINGS CPER GE❑TECH REPORT] 0 U L to filename: 1627Ph2-S501.DWG 2, GRADE STAMP SHALL BE VISIBLE ON EVERY PIECE OF LUMBER IN PLACE (EXCLUDING BL❑CKING). SPECIAL INSPECTION REQUIREMENTS: BOLTED CONNECTIONS: 3, FRAMING ANCHORS AND HANGERS SHALL BE PROVIDED WHERE DETAILED "SIMPS❑N" 1, SPECIAL INSPECTI❑N WILL BE PR❑VIDED BY A QUALIFIED TESTING AND SHALL BE TYPE MANUFACTURED BY OR EQUAL. AGENCY EXPERIENCED IN C❑NSTRUCTI❑N AREAS NOTED BEL, OR THE 1, ANCHOR RODS/BOLTS SHALL BE ASTM F1554 GRADE 36 4, WASHERS SHALL BE PR❑VIDED AT ALL BOLT NUTS AND HEADS. S,E,R, & SHALL CONFORM TO THE REQUIREMENTS OF THE 2018 IRC 5, ALL NAILING SHALL BE DONE USING COMMON WIRE NAILS AND SHALL CONFORM TO NAILING SCHEDULE ON SHEET S-002, UN❑, 2, SPECIAL INSPECTI❑N IS REQUIRED FOR THE F❑LL❑WING: EPDXY ANCHORS: NAILS SHALL BE MEET MIN SPACING, EDGE & END DISTANCES PER IBC CHAPT 23 C❑NNECTI❑NS FOR WOOD C❑NSTRUCTI❑N 1, EPDXY ANCHORS SHOWN ON DRAWINGS SHALL BE SIMPS❑N SET-XP 6, DOUBLE MEMBERS SHALL BE FASTENED TOGETHER WITH 16d NAILS AT H❑RIZ❑NTAL DIAPHRAGM NAILING EPDXY ANCHORS OR APPROVED EQUAL. 12"❑C T&B STAGG'D FOR 2X6 MEMBERS AND SMALLER, WITH 16d NAILS VERTICAL PLYWOOD SHEAR WALL NAILING 2, MINIMUM EMBEDMENT SHALL BE PER DWGS IN ACCORDANCE WITH MFR'S AT 8"❑C T&B ALT SIDES FOR 2X MEMBERS LARGER THAN 2X6. H❑LDD❑WN PLACEMENT REC❑MMENDATI❑NS, BUT NOT LESS THAN 3-1/2" IN CONCRETE. 7, THE F❑LL❑WING SHALL BE HELD AS MINIMUMS FOR ALL BOLTED WOOD UN❑ ON DETAILS C❑NNECTI❑NS UNLESS NOTED ❑THERWISE ON PLANS OR DETAILS: DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR: EDGE DISTANCE: 2-1/2" PLYWOOD/OSB SHEATHING (GENERAL): END DISTANCE: 5-1/4" 1, THE SPECIAL INSPECT❑R SHALL OBSERVE THE WORK ASSIGNED, TO BE CENTER TO CENTER SPACING: 3" CERTAIN IT CONFORMS WITH THE APPROVED DESIGN DRAWINGS AND 1, ALL PLYWD/❑SB SHEATHING SHALL BE APA-GRADE TRADEMARK D❑UGLAS NOTE: MINIMUM DISTANCES SHALL ALSO APPLY TO ENGINEERED TIMBER. SPECIFICATI❑NS. FIR. SHEATHING SHALL MEET THE RQMNTS OF THE LATEST EDITI❑N OF 8, ALL NAIL HOLES IN J❑IST HANGERS AND MISCELLANE❑US FRAMING 2, THE SPECIAL INSPECT❑R SHALL FURNISH THE INSPECTI❑N REPORTS TO PRODUCT STD PS1, PS2, OR APA PRP-108 PERFORMANCE STD. ANCHORS SHALL BE FILLED WITH NAILS (or SCREWS) PER MANUFACTURER'S THE CITY OF EDM❑NDS BUILDING SAFETY DEPARTMENT. ALL 2, SHEATHING PANEL EDGES SHALL BEAR ON THE FRAMING MEMBERS WITH A PUBLISHED NAIL/SCREW SIZES. DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTI❑N OF 1/8" GAP BTWN PANELS WHERE THEY BUTT ALONG FRAMING CENTER 9, PROVIDE 2X SOLID BLOCKING AT MID -HEIGHT OR AS SPECIFIED ON PLANS, THE CONTRACTOR FOR C❑RRECTI❑N, THEN, IF UNCORRECTED, TO THE LINES, @ PANEL ENDS AND EDGES. A SPACER TOOL SHALL BE USED WHICHEVER GOVERNS, FOR STUD BEARING WALLS. C❑❑RD W/ SHEARWALL BLKG DESIGN AUTH❑RITY AND THE DESIGNATED CITY ❑FFICIAL, TO ASSURE ACCURATE & C❑NSISTENT SPACING. 10. ALL PRESERVATIVELY TREATED WOOD SHALL BE IDENTIFIED BY THE QUALITY 3, UPON C❑MPLETI❑N ❑F THE ASSIGNED WORK, THE INSPECT❑R SHALL 3, NO PANELS LESS THAN 24" WIDE SHALL BE USED, UNLESS APPROVED MARK OF THE TREATING CO. & ALSO AN ASLC APPROVED QC AGENCY. COMPLETE AND SIGN "A SPECIAL INSPECTI❑N CERTIFICATE," BY THE OWNER'S REPRESENTATIVE, ALL EDGES OF FASTENERS FOR PRESERVATIVELY TREATED WOOD SHALL BE H❑T-DIP CERTIFYING THAT TO THE BEST OF HIS KNOWLEDGE THE WORK IS IN MIN PANELS MUST BE BLOCKED. GALVANIZED OR STAINLESS STEEL OR AS APPROVED BY THE MFR, USE CONFORMANCE WITH THE DRAWINGS AND SPECIFICATI❑NS AND THE 4. SHEATHING SHALL BE NAILED USING COMMON WIRE NAILS AT SPACING WATERBORNE PRESERVATIVES, KILN DRY LUMBER AFTER TREATMENT, APPLICABLE W❑RKMANSHIP PR❑VISI❑NS OF THE CODE, NOTED IN SCHEDULE OR ON FRAMING PLANS. ( FLOOR PANELS SHALL CHEMICAL RETENTI❑N SHALL BE .25 PCF FOR ABV GROUND & .40 PCF FOR BE NAILED W/ RING OR SCREW -SHANK NAILS) LUMBER IN CONTACT WITH S❑IL, INCLUDING BOTTOM PLATES. 5, NAIL HEADS SHALL BE DRIVEN FLUSH WITH TOP SURFACE. NAIL PRESERVATIVE PRESSURE TREATING SHALL BE CONDUCTED IN CONFORMANCE HEADS SHALL NOT PENETRATE OR BE DRIVEN THROUGH TOP LAYER OF W/ AWPA C❑MM❑DITY ("C") STANDARDS. ANY FIELD CUTS OF TREATED SHEATHING. LUMBER SHALL BE TREATED BY BRUSH OR SPRAY APPLICATI❑N W/ 2 6. SHEATHING SHALL BE STORED OFF THE GROUND PER APA REQUIREMENTS. COATS OF AN APPROVED PRESERVATIVE. 11. NO HOLES SHALL BE DRILLED THRU OR SLOTS CUT OR NOTCHED IN PLYWOOD/OSB NAILING' FRAMING LUMBER, (J❑ISTS, BEAMS, AND STUDS) WITH❑UT APPROVAL OF ' OWNER'S REPRESENTATIVE. APPROVED NOTCHES IN FLOOR JOISTS SHALL NOT EXCEED THE REQUIREMENTS SET BY IBC WHERE NOT CALLED OUT ❑N THE DRAWINGS 2308.8.2, NOTCHES IN ROOF J❑ISTS SHALL NOT EXCEED THE 1, ROOF/FLOOR SHEATHING NAILING AS FOLLOWS: REQUIREMENTS SET BY IBC 2308.10.4.2 ❑PENINGS CUT IN BOTTOM A. PANEL EDGE NAILING 10d @ 6" D.C. PLATES FOR PASSAGE OF CONDUIT OR PIPE SHALL B. INTERMEDIATE SUPPORT NAILING 10d @ 12" ❑.C. BE REINFORCED WITH 1 1/2"X16 GA GALVANIZED PLATE 2. WALL SHEATHING NAILING AS FOLLOWS: BRIDGING THE ❑PENING. NOTCHES AND HOLES IN STUDS A. PANEL EDGE NAILING 8D @ 6" D.C. SHALL CONFORM TO IBC 2308.9.10 & 2308.9.11. B. INTERMEDIATE SUPPORT NAILING 8d @ 12" D.C. 12. BOLT, SCREW AND NAIL FABRICATIONS & ASSEMBLIES SHALL BE PER NDS 3, NOTE THAT ALL PANEL EDGE NAILING NEEDS TO OCCUR IN STUDS CHAPTER 11 WITH HOLD-DOWNS WHEREVER THEY OCCUR, RELATIVE TO THE PANEL 13. A COPY OF IBC CHAPTER 23 SHALL BE EDGE. AVAILABLE @ THE SITE @ ALL TIMES. 4, WHERE PNEUMATICALLY DRIVEN NAILS ARE USED, MFR PR❑PERTIES INCLUDING PLYWOOD SHEAR VALUES SHALL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR REVIEW PRI❑R TO THEIR USE. WALL SHEATHING: 1, WALL SHEATHING SHALL BE 15/32" CD-x PLYWD W/ EXTERIOR GLUE. UN❑ 2, SPAN INDEX SHALL BE 24/0. 3, FRAMING OR BL❑CKING SHALL BE PROVIDED @ THE EDGES OF ALL PLYWOOD (❑R ❑SB) SHEETS IN SHEAR WALLS. ROOF/FLOOR SHEATHING: 1, ROOF SHEATHING SHALL BE 19/32" PLYW❑❑D,EXPOSURE 1, CD-X GRADE WITH EXTERI❑R GLUE (5 PLY MIN). 2, MINIMUM ROOF PANEL SPAN INDEX SHALL BE 32/16. 3, STANDARD ROOF SYSTEM: PLYWOOD PANELS SHALL BE INSTALLED W/ STRENGTH AXIS C❑NTINU❑US OVER THREE OR MORE SUPPORTS (OVER TWO OR MORE SPANS) , SURFACE GRAIN SHALL BE PLACED PERPENDICULAR TO J❑ISTS. PR❑VIDE PLYCLIPS ALONG UNBLOCKED EDGES BETWEEN EACH SUPPORT. 4, FOR PITCHED ROOFS, PLACE SCREENED SURFACE OR SIDE W/ SKID RESISTANT C❑ATING UP IF ❑SB PANELS ARE USED. 5, FLOOR SHEATHING SHALL BE 23/32" T&G PLYW❑❑D,EXPOSURE 1,CC- PLUGGED APA RATED STUDD-I-FL❑❑R WITH EXTERI❑R GLUE. INSTALL W/ SMOOTH SIDE UP. 6, FLOOR PANEL SPAN INDEX SHALL BE 24"❑C 7, STANDARD FLOOR SYSTEM: PLYWOOD PANELS SHALL BE INSTALLED W/ STRENGTH AXIS CONTINU❑US OVER THREE OR MORE SUPPORTS (OVER TWO OR MORE SPANS). FLOOR SHEATHING SHALL BE FIELD GLUED ACC❑RDING TO APA "CODE +" RECOMMENDATIONS AND SHALL USE ADHESIVES MEETING APA SPECIFICATI❑N AFG-01 AND APPLIED IN ACCORDANCE WITH MFR REC❑MMENDATI❑NS. APPLY C❑NTINU❑US LINE OF GLUE ON J❑ISTS & C❑NTINU❑US (❑R SPACED) LINE OF GLUE IN GROOVE OF T&G PANELS. A COPY OF APA REC❑MMENDATI❑NS SHALL BE PRESENT ON THE JOB SITE FOR THE DURATI❑N OF FLOOR SHEATHING PLACEMENT. ( D❑ NOT GLUE ROOF OR WALL SHEATHING) 8, PROTECT PANELS AGAINST DAMAGE UNTIL FINISH FLOOR IS INSTALLED. FILL AND SAND SHEATHING J❑INTS AS RECOMMENDED BY FLOOR C❑VERING MFR, VERIFY SURFACE IS DRY & FLAT & FASTENERS ARE FLUSH W/ SURFACE. LUMBER: 1, ALL FRAMING LUMBER SHALL BE GRADE STAMPED D❑UGLAS FIR -LARCH. OR HEM -FIR WHERE INDICATED (❑R CERT. ❑F INSPECTI❑N) ISSUED BY AN APPROVED AGENCY, M❑ISTURE CONTENT SHALL BE 16% MAX. LUMBER GRADING SHALL BE AS FOLLOWS: 4X AND LARGER FRAMING/P❑STS DF N❑, 1 2X J❑ISTS...............................HF (or DF) NO, 2 PLATES/BL❑CKING ............... HF (or DF) NO. 2 STUDS .... .............................HF (or DF) NO, 2 STUDS (PRESSURE TREATED).................HF (or DF) NO. 2 (PT) PLATES ON CONCRETE: DF N❑,1 (or 2xLSL) (PRESSURE TREAT) STRUCTURAL ENGINEERED LUMBER (ENGINEERED TIMBER): 1, ENGINEERED BEAM SHALL BE MANUFACTURED FROM EITHER LAMINATED STRAND LUMBER (LSL), LAMINATED VENEER LUMBER (LVL) = "M-LAM" OR PARALLEL STRAND LUMBER (PSL) = "P-LAM" SEE DWGS FOR WHICH MATL 2, DESIGN STRENGTH VALUES SHALL MEET THOSE OF PRODUCTS AS MANUFACTURED BY TRUSS J❑IST MaCMILLAN 3, ALL ENGINEERED BEAMS SHALL BE RECEIVED FROM THE FACTORY WITH A QUALITY CONTROL STAMP OR CERTIFICATE. 4, BUILT-UP MEMBERS SHALL BE FASTENED TOGETHER PER MFR REQUIREMENTS 5, BEAM FABRICAT❑R SHALL SUBMIT STRUCTURAL CALCULATIONS, SHOP DRAWINGS AND PLACING DIAGRAMS OF ALL BEAMS TO OWNER'S REP, FOR APPROVAL PRI❑R TO FABRICATING ANY ENGINEERED WOOD SECTI❑NS. 6, MAXIMUM M❑ISTURE CONTENT SHALL NOT EXCEED 12%, UNLESS NOTED ON DRAWINGS, 7, FRAMING ANCHORS AND HANGERS SHALL BE AS MANUFACTURED BY "SIMPS❑N" OR EQUAL. JOIST/BEAM SIZE SIMPSON HANGER 2X4 LUS24 2X6 LUS26 (.835 K) 2X8 LUS28 (1.02K) 2X10 HU21OTF (2.2K) / LUS210 (1.28K) (2)2X6 LUS26-2 (2)2X8 LUS28-2 (1.27K) (2)2X10 HU210-27 (4.1K) / LUS210-2 (1.77K) 4X6 HU46TF (3.17K) 4X8 HU48TF (3.5K) / HUS48 (1.5K) 4X10 HU41OTF (4.1K) / HUS410 (2.0K) 4X12 HU412TF (4.6K) / HUS412 (2.5K) 6X8 HU68TF (3.5K) / HU68 max (1.87K) 5 1 /8 X 9 GLB MEG5/HGLT5 (11.9K) NOTE: 1. MULTIPLY VALUES BY 0.6 WHEN SKEWED UNDESIGNATED JOIST HANGER SCHEDULE z O U D W z O U O LL O z J z O G Lu 0- Ir O LL RESUB m N Feb 28 2023 O CN CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT w c o > cz (2) 0 0� N oAza�_j ; c�RAL SSIONAL PCs �w O 4.� 4� c7l C� O cd Q .. U E E Q cz i.L cz 'cn a� � � � a� co o 0 oiu 0 U U � � � U • �, C\1 CN co O Z i n � � O Sheet No: UNDESIGNATED FASTENING SCHEDULE CONNECTION FASTENING ",m LOCATION 1. JOIST TO SILL OR GIRDER 3-8d COMMON OR 3-3"xO.131" NAIL OR 3-3" 14 GAGE STAPLE TOENAIL ............. 2. ............. . .. .. BRIDGING TO JOIST ... .... ... ... ... 2 _ 8d .......... COMMON ............. OR ................ ............. ............. ............. . .. ... ... .... _ „ _ 2 3 x0.131 NAIL OR 2 3 14 GAGE STAPLE .. ... ... .... .. .. ..... ............. .... .. .. .. .. . . .. TOENAIL EACH END .. . 3. BOTTOM (SOLE) PLATE TO JOIST OR BLOCKING BOTTOM (SOLE)PLATE TO JST 0 BL G T BRACED WALL A R K A RA ED A PANEL A 16d AT 16" OC 3-16d @ 16 OC OR 0 R 3"x 0.131" NAIL AT 8" OC OR 3" 14 GAGE STAPLE AT 12" OC 3-3 0.131 NAIL @ 16 OC 0 3-3 14 GAGE STAPLE @ 16 OC x A R A E A E TYP FACE NAIL BRACED WALL PANELS .. ....... 4. ............................................................................................................................... ....... TOP PLATE TO STUD .. ..... .... .... .... ..... .... ..... ... ...... . ... ........................................................................................................................................................................................................................................................................................................................................ 2-16d COMMON OR » .... .... 3-3 xO.131 NAIL OR 3-3 14 GAGE STAPLE .. . . ... ............. END NAIL .... 5. STUD TO BOTTOM (SOLE) PLATE 4-8d 2-16d COMMON COMMON OR OR 4-3" x 0.131" NAIL OR 3-3" 14 GAGE STAPLE 3-3" x 0.131" NAIL OR 3-3" 14 GAGE STAPLE TOENAIL END NAIL ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................... :6. DOUBLE STUDS: „ :16d AT 24 OC OR » „ » „ 3 x 0.131 NAIL AT 12 OC OR 3 14 GAGE STAPLE AT 12 OC FACE NAIL: 7. DOUBLE TOP PLATES DOUBLE TOP PLATES Q TOP PL SPLICE 16d AT 16" OC 8-16d COMMON OR OR 3" x 0.131" NAIL AT 12" OC OR 3" 14 GAGE STAPLE AT 12" OC 12-3" x 0.131" NAIL OR 12-3" 14 GAGE STAPLE TYP FACE NAIL TYP FACE NAIL LAP SPLICE EA SIDE OF JOINT .. ....... 8. ....... . ..... ....... ... ... ....... ... BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE .... ................. 3 - 8d COMMON OR .... .... - _. 3 3 x0.131 NAIL OR 3 3 14 GAGE STAPLE........................................................................................ .... . .......... .. .. . ...... ..... ..... . TOENAIL ......... ................ 9. RIM JOIST TO TOP PLATE 8d AT 6" OC OR 3"x 0.131" NAIL AT 6" OC OR 3" 14 GAGE STAPLE AT 6" OC TOENAIL ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................... ...................................................................... . 10. TOP PLATES LAPS AT INTERSECTIONS , .. ... ... ..... ... ... 2-16d COMMON OR „..................................................... 3-3 x 0.131 NAIL OR 3-3 14 GAGE STAPLE . . ................... FACE NAIL .. ... . .. .. ... .. .... 11. BUILT-UP HEADER, TWO PIECES 16d COMMON 16" OC ALONG EACH EDGE .............................................................................................................................................................. 12. CEILING JOISTS TO PLATE 3-8d COMMON OR » » » 5-3 x 0.131 NAIL OR 5-3 14 GAGE STAPLE TOENAIL 13. CONTINUOUS HEADER TO STUD 4-8d COMMON TOENAIL ............................................................................................................................... 14. CEILING JOISTS LAPS OVER PARTITIONS,.,.,,.,...........,..,.,..........., .. .............................. .. .. .. ..I.I. ........................................................................................................................................................................................................................................................................................................................................ 3-16d COMMON „ MINIMUM OR 4-3 x 0.131 NAIL OR 4-3 14 GAGE STAPLE1.1.1. FACE 1.NAIL 15. CEILING JOISTS TO PARALLEL RAFTERS 3-16d COMMON MINIMUM, OR 4-3"x 0.131" NAIL OR 4-3" 14 GAGE STAPLE FACE NAIL ................................................................................................................................ . 16. FT O OOF T USS TO PL T RA ER R R R A E . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................. . . .. ................ 3-8d ....................................................................................... COMMON OR 3-3 x 0.131 NAIL OR 3-3 ................................. ............. ....................................... .. .. 14 GAGE STAPLE .......................................................................................................................................................................... . .......................................................................................................... 2 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. TOENAILS ON ONE SIDE 8c 1 TOENAIL ON . .1. ........1..................1..................1....1..................1..................1....1..................1.................................. OPPOSIT SI OF CH FT 0 T USS : : E DE EA RA ER R R 17. BUILT-UP CORNER STUDS 16d COMMON AT 12" OC OR 3"x 0.131" NAIL AT 8" OC OR 3" 14 GAGE STAPLE AT 8" OC - ........ 18. ......................................................................................................................................................................................................................................................................................................................................................................................... ....... ... ..... ....... .. . - BUILT-UP GIRDER AND BEAMS (2X NOMINAL . .. 16d COMMON 32 OC 0 3 0.131 N IL 24 R x A „ OC 0 3 14 G G STAPLE PL 24 OC R GAGE A E .. FACE NAIL TOP & BOT STAGG & ON OPP SIDES , ..... .. ..... LUMBER LAYERS .. .......................................................... ........ .... ....... ....... . ..... ... . . ..... ....... 2-16d COMMON OR 3-3 x 0.131 NAIL OR 3-3 14 GAGE STAPLE ..................................................... FACE NAIL AT ENDS AND AT EACH SPLICE . .. 2-16d COMMON OR 3-3" x 0.131" NAIL OR 3-3" 14 GAGE STAPLE TOENAIL 19. ROOF RAFTER TO 2-BY RIDGE BEAM 2-16d COMMON OR 3-3" x 0.131" NAIL OR 3-3" 14 GAGE STAPLE FACE NAIL . 20. .. JOIST TO RIM JOIST BAND JOIST ......... ..... ... ( ) ............. ............... . . . . ............................................................................... 3-16d . ....... COMMON ....... 0 5-3 R . ................................................................................................................... » » 0.131 NAIL 0 5-3 x A R ..... ....... ... ... 14 G G ST PL ....... .................... ................... A E A E ... ..................... ............... ....................................................................................................... . ..... . . . FACE NAIL ................... ............. ............. . . ... . ..... ....... .. ... ....... 21. LEDGER STRIP SUPPORTING JOISTS/RAFTERS 3-16d COMMON OR 4-3$1xO.131" NAIL OR 4-3" 14 GAGE STAPLE FACE NAIL @ EA JOIST/RAFTER ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................... .............................................................................................................. 22. .................................................... WOOD STRUCTURAL PANELS AND PARTICLEBOARD:b. 1/2" AND LESS - 6d �'I OR 2 3/8% 0.113" NAILn OR 1 3/4" 16 GAGE° ; 19/32" TO 3/4" - ...................................................................... 8dd OR 6de OR 2 3/8"x 0.113" NAIL OR 2" 16 GAGEp; . ... ........ .... .... ..... SUBFLOOR, ROOF, AND WALL SHEATHING (TO FRAMING) .. 7 8 / TO 1 - 8de• , 1 .. 1 8 TO 1 1 4 - 1Odd / / OR 8de ....... . . .. ... ... ... .. .. ... .. ... .. SINGLE FLOOR (COMBINATION SUBFLOOR-UNDERLAYMENT 1.1.1.1.1.1..... 3/4" AND ... .. LESS - 6de; .. 7/8" .... .... .... .... .... .. ..1. TO 1" - 8de; 1 1 /8" .. .. .. .. .. .. TO 1 1 /4" - 1 Odd OR 8de .. .. .. .. .. .......... TOFRAMING ... ).................................................................................................................................................................................................................................................................................................................................................................................................................................... 1. ................ . ............................................................................................................................................................... NOTES: a. COMMON OR BOX NAILS ARE PERMITTED TO BE USED EXCEPT WHERE ❑THERWISE STATED b, NAILS SPACED AT 6" ON CENTER AT EDGES, 12 INCHES AT INTERMEDIATE SUPPORTS EXCEPT 6" AT SUPP❑RTS WHERE SPANS ARE 48" OR MORE. FOR NAILING OF WOOD STRUCTURAL PANEL AND PARTICLEB❑ARD DIAPHRAGMS AND SHEAR WALLS, REFER T❑SECTI❑N 2305. NAILS FOR WALL SHEATHING ARE PERMITTED TO BE COMMON, BOX, OR CASING. c, COMMON OR DEFORMED SHANK d, COMMON e, DEFORMED SHANK F. C❑RR❑SI❑N-RESISTANT SIDING OR CASING NAIL g, FASTENERS SPACED 3" D.C. AT EXTERI❑R EDGES AND 6" D.C. AT INTERMEDIATE SUPP❑RTS h, C❑RR❑SI❑N-RESISTANT R❑❑FING NAILS WITH 7/16" DIA HEAD AND 1 1/2" LENGTH FOR 1/2" SHEATHING AND 1 3/4" LENGTH F❑R 25/32" SHEATHING 1. C❑RR❑SI❑N-RESISTANT STAPLES WITH N❑MINAL 7/16" CROWN AND 1 1/8" LENGTH FOR 1/2" SHEATHING AND 1 1/2" LENGTH FOR 25/32" SHEATHING. PANEL SUPPORTS AT 16" (20" IF STRENGTH AXIS IN THE LONG DIRECTI❑N OF THE PANEL), UNLESS ❑THERWISE MARKED FASTENING SCHEDULES ON THIS SHEET TO BE USED UNLESS NOTED OTHERWISE ON GSN OR DETAIL DRAWING i I 1 0 O 0 L to filename: 1627Ph2-S501.DWG J. CASING OR FINISH NAILS SPACED 6" ON PANEL EDGES, 12" AT INTERMEDIATE SUPPORTS. k, PANEL SUPPORTS AT 24"1 CASING OR FINISH NAILS SPACED 6" ON PANEL EDGES, 12" AT INTERMEDIATE SUPPORTS, 1, FOR ROOF SHEATHING APPLICATI❑NS, 8d NAILS ARE THE MINIMUM REQUIRED FOR W ❑❑D STRUCTURAL PANELS m. STAPLES SHALL HAVE A MINIMUM CROWN WIDTH OF 7/16 INCH n, FOR ROOF SHEATHING APPLICATI❑NS, FASTENERS SPACED 4" ON CENTER AT EDGES, 8" AT INTERMEDIATE SUPP❑RTS o, FASTENERS SPACED 4" D.C. AT EDGES, 8" AT INTERMEDIATE SUPPORTS FOR SUBFL❑❑R AND WALL SHEATHING AND 3" D.C. AT EDGES, 6" AT INTERMEDIATE SUPP❑RTS F❑R R❑OF SHEATHING p, FASTENERS SPACED 4" D.C. AT EDGES, 8" AT INTERMEDIATE NOTE: ICC-ES Report ESR-1539 REISSUED 07/2016 "POWER DRIVEN NAILS & STAPLES FOR USE IN ALL TYPES OF BUILDING C❑NSTRUCTI❑N" MAY BE USED T❑ DETERMINE EQUAL ALTERNATE FASTENERS AND ALT. FASTENER SPACINGS. C❑❑RD WITH STRUCTURAL ENGINEER SYMBOLS @ AT " L ANGLE # 0 DIAMETER PL/ fF_ & AND -/-/ �_ CENTERLINE G F❑❑T/FEET INCH/INCHES NUMBER -� PLATE 75 WELDED WIRE FABRIC d SQUARE STIRRUP SL❑PE T❑ DRAIN STEP IN SLAB/R❑❑F PENNY BLOCKING C❑NT MENBER DOWEL PARALLEL PERPENDICULAR PLYWOOD BEAM HANGER ABBREVIATIONS AB ABV ACI ADDL AFF AISC ALT ANCH APA APPR❑X ARCH ASTM rM B/ B/DK B/FTG B/STL BEL BLDG BLKG BM BRG BTWN/BET CANT CIP CJ CL CLR COL C❑NC C❑NN C❑NSTR C❑NT C❑❑RD CRSI CTR DBL DET/DTL DIAPH DL DWG DWL EA EE EF ELEV/EL EMBED EQ EXC EXISTG/EXIST FDN FF FG FIN FLR F❑C FRMG FTC GEN GLB GSN H1E H2E HK HND H❑R/H/H❑RIZ HSA HSB HSS HT ICC IBC IF IJ IN JST JT K KSI L/LIN LL LLBB LLH LLV L❑NG/L❑NGIT LSH LSL LSV LVL MBR MATL ANCH❑R B❑LT MAX ABOVE MECH AMERICAN C❑NCRETE MFR/MANUF INSTITUTE MIN ADDITI❑NAL MISC ABOVE FINISHED FLOOR M-LAM AMERICAN INSTITUTE MP&E ❑F STEEL C❑NSTRUCTI❑N ALTERNATE/ING MPH ANCHOR AMERICAN PLYWOOD N ASS❑CIATI❑N N/A APPR❑XIMATE NA ARCHITECTURAL N❑/# AMERICAN SOCIETY FOR N❑M TESTING MATERIALS N❑N-BRG AMERICAN WELDING NS S❑CIETY NTS B❑TT❑M ❑F B❑TT❑M ❑F DECK ❑/C /❑C B❑TT❑M ❑F F❑❑TING OD B❑TT❑M ❑F STEEL OF BELOW ❑PG/❑PNG BUILDING ❑PP BL❑CKING BEAM PAF BEARING PDF BETWEEN PERP CANTILEVER P-LAM CAST IN PLACE PL/P C❑NSTRUCTI❑N J❑INT PLF CENTER LINE PLYWD/PW CLEAR/CLEARANCE PRJ/PR❑J COLUMN PSF C❑NCRETE PSI C❑NNECTI❑N PSL C❑NSTRUCTI❑N PT C❑NTINU❑US/ RE C❑NTINUATI❑N REBAR C❑❑RDINATE RECT C❑NCRETE REINF❑RCING REINF STEEL INSTITUTE REM CENTER REQD REV DOUBLE R❑ DETAIL DIAPHRAGM SCHED DEAD L❑AD SEC/SECT DRAWING SF DOWEL SHT EACH SIM EACH END SJ EACH FACE SLBB ELEVATI❑N S❑G EMBEDMENT SPC EQUAL SPECSSTAG EXCAVATE STD EXISTING STIFF F❑UNDATI❑N STIR FINISH FLOOR STL FINISHED GRADE STRUCT FINISHED) STS FLOOR SW FACE ❑F C❑NCRETE FRAMING T/BM F❑❑TING T/C❑NC GENERAL T/FTG GLUE LAMINATED BEAM T/SL GENERAL STRUCTURAL N❑TES T/ � L H❑❑K ❑NE END H❑❑K EACH END T T/ HOOK T&B HAND T&G H❑RIZ❑NTAL HEADED STUD ANCH❑R THK/t HIGH STRENGTH B❑LT THRD H❑LL❑ W STRUCTURAL SECTI❑N TL HEIGHT THRU T❑S INTERNATI❑NAL CODE C❑UNCIL TRAANSV INTERNATI❑NAL BUILDING CODE INSIDE FACE TYP IS❑LATI❑N J❑INT UBC INCH/INCHES UNBAL J❑IST UN❑ J❑INT KIPS U❑N KIPS PER SQUARE INCH LINTEL VERT/V LIVE LOAD L❑NG LEG BACK T❑ BACK W / L❑NG LEG H❑RIZ❑NTAL W/❑ LONG LEG VERTICAL WD L❑NGITUDINAL WDB LONG SIDE H❑RIZ❑NTAL WP LAMINATED STRAND LUMBER Ws LONG SIDE VERTICAL WF LAMINATED VENEER LUMBER WWF MEMBER MATERIAL MAXIMUM MECHANICAL MANUFACTURER MINIMUM MISCELLANE❑US MICR❑LLAM MECHANICAL, PLUMBING AND ELECTRICAL MILES PER H❑UR NORTH N❑T APPLICABLE NEUTRAL AXIS NUMBER N❑MINAL N❑N-BEARING NEAR SIDE N❑T T❑ SCALE ❑N CENTER ❑UTSIDE DIAMETER ❑UTSIDE FACE ❑PENING ❑PP❑SITE P❑WDER ACTUATED POWDER DRIVEN PERPENDICULAR PARALLAM PLATE P❑UNDS PER LINEAR PLYWOOD PR❑JECT P❑UNDS PER SQUARE P❑UNDS PER SQUARE PARALLEL STRAND LUMBER PRESSURE TREATED REGARDING REINF❑RCING BAR RECTANGULAR REINF❑RCING REMAINDER/REMAINING REQUIRED REVISED) (VISI❑N) ROUGH ❑PENING SCHEDULE SECTI❑N SQUARE F❑❑T/FEET SHEET SIMILAR SHRINKAGE J❑INT SH❑RT LEG BACK T❑ SLAB ❑N GRADE SPACE/SPACING SPECIFICATI❑NS STAGGERED STANDARD STIFFENER STIRRUPS STEEL STRUCTURAL SELF TAPPING SCREW SHEAR WALL T❑P ❑F BEAM T❑P ❑F C❑NCRETE T❑P ❑F F❑❑TING T❑P ❑F SLAB T❑P ❑F STEEL T❑P ❑F WALL TOP TOP OF T❑P AND B❑TT❑M T❑NGUE AND GR❑❑VE THICKNESS THREAD/THREADED T❑TAL L❑AD THR❑UGH T❑P ❑F STEEL TRANSVERSE TYPICAL UNIF❑RM BUILDING CODE UNBALANCED UNLESS N❑TED OTHERWISE UNLESS ❑THERWISE NOTED VERTICAL WITH WITHOUT WOOD WELDED DEF❑RMED BARS WORK P❑INT WATERST❑P WALL F❑❑TING WELDED WIRE FABRIC z O U D Ir W z O U O LL O z J z O 2 Ir Lu 0- Ir O LL RESUB m N Feb 28 2023 O NDEPARTMENT CITY OF EDMONDS DEVELOPMENT SERVICES w vi c 0 �> 0 � z a 0 W �)�, w v .,--I O 9� a� v 4. �, �." �'. .,--4 to w � U - - o � o Q.)W � � .I Q O a ) Q •• E U Q i cz Q) c E C '� jN c .- cz m co 0 ow 0 9) �O �' w a-� �F Y)"IN w a.) �:) Q.) = r___--� rz• U O •r__+ C/) N V L� N (z) W �4N � ll-� � � r-----1 � ,_� O `-' ._� O . � O Z i o n � c �: O Sheet No: S0� A 13'_2// B 10'_5,/ C 18'-10" [REF] [REF] [RE1 1'-312" g� s5o1 8'_98// 1,_325,34„ 1'-10"[REF] _5 //2/-57// 3,-91 /, 0// 8 . 2 . I E) WF- I (E)WF AVERT ' STEP --LINES OF RIDGE L_ Li I (E) SOG AB M COL I1 S501 SIM — 4'-2 1 /4„ lui N H H (O p, 3A �j (E) vvr W = 00 (E) WF— I S501 ' 1 Q / LJ Q Li- �NF-4� I (E) WF-4 wa M ''' X= ti U) do L____________________- w 0- SW-1.3 ° SW-1.,� r-- Q ----------- Q -------- o ----------T-, 1 O� �O O E) FOUNDATION PLAN: LEVEL 1 13'-2" I 10'-5" C L SIM O 2 I w E SW-0.5 ° 3 1/2 0 STD PIPE 11 I � � O A��Q i� `O 6X6 ' (0 pOS pess6T 3 MINI SPLIT HP >PF>10 4—BUILD PER CONTRACTOR FRAM NG PLAN: LEVEL 2 FLOOR PLAN: LEVEL 2 1 \IIVI v`i I V. STRUCT---, FACIA m 0 RIM BLKG - DBL RIM JST— w \ Z LO X w LEDGER DBL 2X (OR 4X) 12 iM S531 LIJ Q LEDGER H ¢ (E)5 1 /8X� = 9 GLB 0- T/BM EL ] , - ] 0 1 „ T LEDGER® E.F.STUD EL 10'-8 1/4"--) O � � N A 3 1 /2X11 4 2.0E B P-LAM ABV & BEL 23' 4// I S533 I�ItED E EXIST EXIS S531 / 10 AB 12 SIM , S S531 x . x X N 4X10 [c] [c] !ZLEDGEI EL 17 — 3 4' [C C Cc,geld I Lci F Tr\ 4-it-r [c] I [c] I [c] FRAM N C PLAN: ROOF HP DOWNPOUT c ( BUILT—UP ROOF OR S20 � EPDM ROOF @ LOW SLOPE7 R (STANDING SEAM AS OPTION) �w V)< Q X = W CL GUTTER & DOWNSPOUT -� EXPOSED JOISTS 13'-2" u STRUCT FACIA `�---�-2 X 10 s Cam? 16"OC 3X IRIM BLKG y T LEDGERO S53 I 13 —0 3 4 2 10 LEDGER w � o N T G EL 14 —7 1 7 E)6X8 BEL !9�6-4X BLKG B Qc 23'- TF\ NTF STESLOPE F� I I 1 // 1 5 416 2 3�� ii I II � ILu� I � � I Y N SKY 3 ROOF PLAN VGUTTE SLOPE R � z O A -A S201 QOWNSPOUTU Sc g-g �� DC u) S201 I z O U w O L.L O z J Z z O W N C W N n cc O u- RESUB N Feb 28 2023 O N CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT O > a) 0 r�1 pF WASNI�� 0 rd �T'rQ 282 3 4NAL " �1 w I l� ICI a� Q N LL 11_ cz cn N 2F N O 0 a.w 0 U C7 �U-+ •,-� Cal N Q� 7� N W 0 i z O Sheet No: sloo 1 T T � g NEW EXIST PHASE II PHASE � � FLOOR PLAN NOTES: 1. SEE ARCH DWGS FOR FIN FLR ELEVATION (ELEVATION IS RELATIVE TO EL 151.5=0.0) 2. TYP. FLOOR/ROOF JOISTS ARE DF#2 @ 16"OC UNLESS SPACING IS CALLED OUT OTHERWISE OR A SPECIFIC ALIGN- MENT IS INDICATED. ( IE. OPPOSITE A COLUMN) 3. SIMPSON STRAPS INDICATED AS RUNNING THRU COLUMNS ARE A GRAPHICAL CONVENTION & ACTUALLY PASS AROUND THE SIDES OR OVER THE TOP. SEE APPLICABLE DETAILS (SEE ALSO NOTE 6) 4. NAIL DIAPHRAGM W/ 10d COMMON NAILS @ 6"OC @ SUPPORTED EDGES & @ 12"OC FOR INTERMED FRAMING MEMBERS. SEE GSN AND DET 11 /S534 FOR ADD'L INFO. 5. [C] INDICATES CHORD/COLLECTOR MEMBER, NAIL DIAPHRAGM W/ 10d COMMON NAILS @ 4" OC TO THIS MEMBER. 6. STRAPS INDICATED BY OR @ COLLECTOR [C] MEMBERS ARE SIMPSON LTS20 UNLESS DETAILED OR NOTED OTHERWISE 7. USE Z-MAX TRIPLE ZINC COATED SIMPSON HARDWARE @ ALL PRESSURE TREATED MEMBERS 8. ALL GRIDLINES ARE LOCATED @ THE INSIDE FACE OF FINISHED WALL EXCEPT GRIDLINE 2 WHICH IS CENTERED ON THE RIDGE 9. SW-"X" REPRESENTS SHEARWALL "X", SEE SHEARWALL ELEVATIONS, ELEVATIONS ,SHTS S201, FOR ADDL CONN & HOLDDOWN INFO ( ALL LEVELS ) 10. FOR WOOD COLUMNS NOT CALLED OUT SEE SHEARWALL ELEVS 11. SIMPSON ANCHOR BOLTS, HOLDDOWNS, COLUMN BASES, & POST BASES TO BE INSTALLED PER MFR REQUIREMENTS. SEE DETAILS FOR CBS, PBS, OR RPBZ ORIENTATION. I it 12. HEATING AND ELECTRICAL SYSTEMS SHALL BE DESIGN -BUILD PER RESPECTIVE SUBCONTRACTOR. a U U) filename: 1627Ph2-S501.DWG ROOF PLAN NOTES: 1. 4"0 HALF ROUND GUTTER W/ 3"0 PLAIN ROUND DOWNSPOUT PLACE GUTTER HANGERS PER MFR 3'-O" OC MAX). YHERE SHALL BE NO JOINTS IN GUTTERS FOR RUNS < 25'-0". PROVIDE DOWNSPOUT SUPPORTS PER MFR 2 MIN). PROVIDE STRAINERS AND SCREENS AS REQ PER MFR. 2. FLOOR PLAN NOTES APPLY UNO 3. NO SPLICES IN DBL TOP PL'S 12'-0" IN LENGTH OR LESS 4. CANT STRIPS, DRIP EDGES, RIDGE NAILING STRIPS, UNDER- LAYMENTS, FASTENERS, FLASHING, CAULKING/SEALANTS AND ROOFING APPLICATION SHALL BE PER MANUFACTURERS PRINTED INSTRUCTIONS (INSTALLATION MANUAL) WHICH SHALL BE ON -SITE FOR THE DURATION OF THE ROOFING APPLICATION 5. PROTECT ROOF SHEATHING & WOOD FRAMING FROM MOISTURE UNTIL ROOF IS INSTALLED. 6. USE MFR ACCESSORIES FOR RIDGE AND SIDE RAKES (@ GABLE ENDS). 7. USE GRACE " ULTRA" SELF -ADHERED UNDERLAYMENT @ LOW SLOPE ROOF ,GRACE ICE & WATER SHIELD AT SLOPED ROOF 8. CORROSION RESISTANT FASTENERS ( NAILS OR SCREWS) SHALL BE OF SOLID COPPER, BRASS, OR STAINLES STEEL. DO NOT OVERDRIVE NAILS, THEY SHOULD PENETRATE ROOF SHEATHING SO JUST THE TIP OF THE NAIL IS VISIBLE FROM THE UNDERSIDE OF THE DECK & THE HEAD NEARLY TOUCHES THE SHINGLE SURFACE. (MIDI ROOF ATTACHMENT PER MFR OR UBC TABLES 15- -1 15-D-2, YlE ,15F •WHICHEVER IS STRICTER9. 16 �SIX�TEEN) OZ. Q. FT. SOFT COPPER (OR EQUIVALENT) FLASHING SHALL B USED @ ALL PARAPETS, VALLEYS, CHIMNEYS, VENT PIPES AND ALL SIMILAR PROJECTIONS. (MIN 26GA CORROSION RESISTANT MTL) 10. NAIL DIAPH. W/ 10d COMMON NAILS @ 6" OC @ SUPPORTED EDGES & @ 12" OC @ INTERMED FRAMING MBRS. SEE FLOOR PLAN NOTES FOR ADDL NAIL'G REQD @ CHORD/COLLECTORS [C] 11. SEE ARCH ROOF PLAN FOR SKYLIGHT ROUGH OPNG LOCATIONS & SHT S801 FOR ADDL ROUGH OPENING INFO EXPOSED 4X'S T/PARAPET EL 17'-7" > 3 T/TOP PL EL 12'-1 I TRIANGLE WINDOW ----------------J 2 -C T STEMWALL ------ I II,_____I L,---�- 1 L� r I L1 I L-1-4---I I N m I N I I , IL - 1 1 Li --I ---L I I r- 11--- --L- 1=\ ------ - - - - - - -L--------- ---- - I r--------1 L---� ---� L-----------I-I L-------------I ORTH E EVAT 0 MAIN ROOF PEAK EL 31.5 TOP OF TOWER EL 27.0 EXPOSED 4X'S T EXIST NEW .. .. PHASE I PHASE II ELEVATION NOTES: LLlW H 1. ALL GRIDLINES ARE LOCATED @ THE INSIDE FACE OF FINISHED WALL, EXCEPT GL 2 WHICH IS CENTERED ON THE RIDGE. 2. THE TOP OF ROUGH OPENING FOR ALL WINDOWS AND DOORS VARIES SEE SHEARWALL ELEVATIONS AND ARCH ELEVATIONS 3. WOOD SIDING NOTES: -- ------------- - " ------------ a. USE STAINLESS STEEL RING OR SPIRAL THREADED SHANK, ------- I DIAMOND OR BLUNT TIP NAILS. NAILS SHOULD BE SNUG BUT ir ------- NOT OVERDRIVEN. NAIL'G OF T&G WOOD SIDING SHALL BE L---_-_-_-_ PER MFR, BUT SHALL MINIMALLY MEET UBC 2320.2 1 b. BLKG BEHIND PLYWD SHALL BE @ 32"OC MAX FOR SIDING r------ ATTACHMENT. -1-W-=G !------- ---- I c. MOISTURE CONTENT OF SIDING SHALL ACCLIMATIZE ( MATCH ------------- i LOCAL CLIMATE AS CLOSELY AS POSSIBLE) AT THE TIME ; OF INSTALLATION. WOOD SHALL BE DRY W/ A MAX MOISTURE ----- 1 F ; ----- CONTENT LESS THAN 19%. ; ----- d. PRIMING/PREFINISHING THE SIDING ( ALL SIDES, EDGES, CUT ------------- ---------- - - END, AND BACKSIDES) SHALL BE PERFORMED AFTER THE SIDING _ 1W-I -- HAS REACHED ITS CLIMATIC BALANCE & BEFORE IT IS INSTALLED. - e. USE LATEX SILICONE BLEND, POLYURETHANE OR POLYSULFIDE --- --- - CAULKS ONLY, WHERE SIDING ABUTS OPENINGS OR TRIM. 1 D-B --------- --- ----- --------------------1-1 EAST EEEVAT ON 0'- 0" 3RD FLOOR EL 18.0 2ND FLOOR EL 9.0 1 ST FLOOR EL 0.0 z O CU D W 3RD FLOOR EL 18.0 z O CU Ir O T/TOP PL EL 12'-1 1 /2" LL O 2ND FLOOR EL 9.0 z J z T/STEMWALL EL 4'-2 5/16+/-"0 G 1 ST FLOOR EL 0.0 W RES U B cn N Feb 28 2023 O N CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT w 0 U) cz a� 0 Pz _\1 " pF WASNI�� 00 rd �T'rQ 28283 L 4NAL " �ll w M� 0 o i E cz 4- LL �, cz � UN m_ � � U) T 2- � co 0 alu 0 U 4_- 0 C7� c/� W v w .o � � O � w � O w N O �+ O �--� � O 0 z i O Sheet No: S20 —An SIMPSON LSTA2 2ND FLOOR EL 9.0 T/ TOP PL EL 8'-1 1/2" LAP TOP PLS BLKG COORD HT W/PLYWD EDGE 00 i LAP BOT PL T/STEMWALL EL=O'-1 7 8" TO 0'-2 3/8" SW —A _KG I W II U W II W .w s s RO 121_211 RO I� I B m I m SW-0.5 DIAG WALL ow ow z zz J J NEB' X RAFTE m FASTEN 0 EA END 6X� T/PARAPETTHEN FAS ,EN TO (E) WALL --. ROOF EL 17'-7" 3X LEDGER OPP SIDE 4X6 STUDS ----- @ 16"OC T IJQ tP L 12'-1 6X10 BEAM NEW 2X STU HD-8A FASTENED TO 9N SIM (E)6X POST A6. �iivir�uIN HD-8A 9 P IN PERP WALL ° T STEMWALL 5/8"0 AB EE 8c @32"OC BTWN (3 MIN) A FLOOR EL 18.0 I 6X BEAM � _E 5/SA6.8 (E)REMOVEABLE PANEL I SEE SW-1 FOR CONN INFO nv(� P-ST ,,-5 1 /4X P-LAM SEE PLAN 2ND FLOOR EL 9.0 1 �— (E) 6 3/4 GLB 2X LEDGER SEE PLAN -- (E)REMOVEABLE PANEL SEE SW-1 FOR CONN INFO — 6X6 POS I 3 1 /2"0 STD PIPE 1ST FLOOR EL 0.0 (E) STAIR TOWER SW-0.5(NORTH ELEV) c NOTE: SEE 9/S535 & 1,3,9/S534 FOR ADDL INFO @ HOLDOWNS -ice m T AP TOP PLS T TOP PL EL 12'-1 1 2" LKG SLAP BOT PLS f T STEMWALL EL 4'-2 5 16 W- II C 2X LEDGE 16d Q 4"OC S AG�14""�-� BOT PL TO GL BELOW 2" HST HOLD OWN SEE SW-B. SW— B.5 B A 2X RAFTER ONN@ TOP,BOT BE ORE ATTACH SIM TO EXIST S UD WALL 12 I � BL I !� A6.1 5 1 %8 GLB 14 CAN�f. BEAM 13 A6.1 A6.1 6X6 POST � 5 11,4 P-LA � EE PLAN 3 1 /2"4 TD PIPE 61 3/4" GLB 1 SJPPORT BEA � )R=MOVEABLC � PONY WALL� 12 \6. SEE 11B/�A7.1 � 5/8" BOLT IN THRE DIED INSERT EE & @ 48"OC BTWN SEE oEggjTpK—MOST BOT PL (E) SW-1 (NORTH ELEV) T/ T/STE c C T/PARAPET 18'-6 3/I4" rll I EL 17'-7" i cu a' T/TOP PL EL 12'-1 2 TRIANGLELn WINDOW o r I � I T/STEMWALL EL 4'-2d/8"+/-Cn- I I 3RD FLOOR EL 18.0 51 /8X GLB 6X6 POST 16d Q 4" OC,ALT 4„ SIDES BOT PL TO� TRANSFER BEAM 2 2ND FLOOR EL 9.0 — 5 1 /8 GLB 3/81 sO LAG SCREW @ — 32"OC,MIN PENETRATION 3" (Fyb=45000 PSI) ---FASTEN NEW STUD WALL TO (E) 6X POST T FLOOR EL 0.0 FG v/ 8"0 AID L_ (2 TOT) SECTION B B 0 i 0 2ND FLOOR EL 9.0 T TOP PL EL 8'-1 1 /2" 0 T STEMWALL EL 2'-3" +/- i cu T STEMWALL EL 0'-2 3/4" +/- 1ST FLOOR EL 0.0 Change in Plane TI z 4-- - 14 WON Oil Y T/RIDGE BEAM EL 20'-0" BLKG-COORD HT W/PLYWD ,EDGE 3RD FLOOR EL 18.0 T/ TOP PL EL 16'-4" N II �� N _ 3 - SI PSO AN CH �1-------L--1--------------L--------- --°— --- r --� L------ L------------I L------------I SW-0 20'-4" --LINE OF RIDGE A ABV 20 12 Y SECT ON C— C z O U OC cn z O U OC O U- O z z O 2 ^W n Ir O U- RESUB m N Feb 28 2023 O N CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT w c o 0 � WAS�rI,�� .cccN.) t;t,sE AD J� rd 28 83 ONAL " a �1 �w 4� 4� 1:71 b0 o c"ZI c i cd Q E Q i c1 cz 'cn U) u) c c) ow 0 CU a� c7� a� � w U � w a� U � o M� o w Z O Sheet No: S201 RETAINING WALL/STEMWALL PLAN NOTES: 1. FINS AND SHARP PROJECTIONS ON CONCRETE WALLS WHICH MAY PIERCE THE MEMBRANE SHALL BE REMOVED AND ALL HOLES AND RECESSES RESULTING FROM THE REMOVAL OF FORM TIES BE SEALED WITH DRY- PACK MORTAR PRIOR TO THE APPLICATION OF THE DAMPPROOFING/WATERPROOFING.. 2. BACKFILL SHALL BE PLACED IN 8 INCH LIFTS AND COMPACTED WITH HAND COMPACTION EQUIPMENT SO AS NOT TO DAMAGE THE DAMPPROOFING/WATERPROOFING OR THE CONCRETE WALL. ( 95% MAX DRY DENSITY) 3. THE FIN. GRADE IMMEDIATELY ADJACENT TO THE STEM WALL SHALL BE SLOPED AWAY FROM THE BUILDING AND NOT LESS THAN 1 /2:12 FOR A MIN DISTANCE OF 6'-0" MEASURED PERPENDICULAR TO THE FACE OF THE WALL SILL SEALER 3/4" CHAMFER 4. 6"DIA. PERFORATED OR SLOTTED RIGID PVC OR CONC/CLAY TILE SHALL HAVE T WALL EL=155'-8" PERFORATIONS OR SLOTS FACING DOWN, (1 /8" MAX WIDTH SLOTS, 3/16"-3/8" HOLES),mu THE LOWER QUARTER SEGMENT SHALL BE SOLID FOR WATER FLOW, DRAINLINE SHALL rh FG=155'-2" BE TIGHTLINED WITH A POSITIVE GRADIENT TO AN ACCEPTABLE OUTFALL LOCATION. 5. DO NOT TIE FOOTING DRAIN LINES INTO DOWNSPOUT DRAINS. 6. CONN OF DBL 2X PT BOT PL SHALL BE MIN 5/8"0 F1554 ANCHOR ROD @ 48"OC W/SIMPSON BP5/8-3 SQ WASHER EXCEPT WHERE NOTED OTHERWISE ON SHEAR WALL ELEVATIONS. (MIN EMBED = 4") IN SIMPSON SET XP EPDXY T STEMWALL 5/8 �Jv T STEM WA SCALE: NTS T STEMWA 2 5/8' � I 10" LL (ENLARGED) RIGID INSUL. FULL + HEIGHT OF CONC `V 01 WALL BTWN 2X I I FURRING t=10" 2X PT FURRING STRIP SOG SEE ASSEMBLY INFO ON SHT SA6.1 2'-0" N FF EL=151'-6" �^ N ~,0 °0 0° ° ° 0 ° ° ° o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PC a o 0 Q ° ° ° o 11 W • U cn w • w Ln TYP EXIST. RETAINING WALL/FTG DETAIL SCALE: 1" = 1'-O" E) REMOVEABLE PANEL REMOVE 5/80 BOLT IN THIRD CONT #5 T&B INSERT, (MIN EMBED 6" SEE SW-1). WHEN PHASE II COMPLETE 17 1 . 2F o�oo�oo�' s: I IF 9" 8" REINF SEE SCHED TURNDOWN SLAB @ GL-1 TYP EXIST. FTG DETAIL SCALE: 1" = 1'-O" GL GL WA STRUCT. EXIST. NATIVE FILL MATERIAL SURFACE SEAL OF NATIVE SOIL OR LOW \� PERMEABILITY MAT L #5@16"OC VERTU GEOTECH FILTER FABRIC DAMPPROOFING #4@12"OC HORIZ- /WATERPROOFING N1 RIGID INSULATION 00000,06000 PROTECTION BD. 0 000 000 00 \� AS READ. Oo00000 \ �O�O�O� a 0 o O o O o 0 0 o O o O o O o 0 o O o 00000000000 0000000000000000000 °0°(�°0°(�°0° °(�°0°(�°0°(�°0°(�°0°(�°0°(�°0° O o° O o° (O�o° O o 00 00 00 00 O o° O 0° O j 0 IO°o�0-0`- O°o 0�0 °o�0-0�0-0�0 °0�0 °0 Cr, O o° O o° O o0 0 0 O o0 0 0o O o0 O oo O oo O oO / 00 O 00 0 00 0 0o O o0 0 0 ococ .0600 .0600 00 0 06O 05O „ O' 'o(�'o(�'0(�'0 6 0 PERF OR SLOTTED • Ooo Ooo ° o Ooo ° o DRAIN TILE SEE NOTE 4 0 ° °\� ALIGN CENTERLINE OF TILE O 0 00 0 0 % W/ BOT OF FTG SEE �SCH'ED '8c DET /2/SA3.1 °oo Ooo 0 o Oo0 0 Co Oo 0 NOTE: 1. FOR ADD'L INFO SEE CONC STEMWALL (PLAN)`!` I-_ ASSEMBLY DET. ON SHT SA6.1 Q0 2. FOR ITEMS NOT CALLED OUT, SEE DET 2/SA3.1 (2) #5 HORIZ @ 3"OC @ - TOP OF STEMWALL, HK DOWN UPPER BAR EA SIDE OF DOOR OPNG WHERE OCCURS 3/4" CHAMFER T STEM FF FG DBL 2X PT BOT PL OVER SILL SEALER HOLD DOWN I /STEMWALL TO FF ELEV @ DOOR OPNG WHERE OCCURS 3/4" CHAMFER 9'-n)) WHERE OCCURS @ EAST SIDE OF HOUSE ONLY 899 STEMWALL NOTE: 1. SEE SOG ASSEMBLY INFO ON SHT SA6.1 2. SEE ENLARGED DIETS OF 1 /SA3.1 FOR T/STEMWALL DIMENSION INFO G O OU O OU 0 (2) #5 HORIZ @ 3"OC @ TOP OF STEMWALL { PT FURRING STRIP 3/4" CHAMFER STE 2��LAMINATE I FF EL=151 -6FF #4 @ 12-OC HORIZ ALT SIDES - 2X4 CONT BEVEL KEY - #5 @ 16"OC ALT HK [REF 1 /SA3.1 ] 6"0 PERF OR SLOTTED MOVE PERF PIPE TO TOP OF FTG AS REQD DBL 2X6 PT BOT PL 'ROOFING TO EXTEND 6 V FG PER UBC " CHAMFER \ SLOPE 1 /2:12 1 SILL SEALER /,,_-3/4" CHAMFER T/WALL EL=155-8" FG=155-2" #3@12"OC HORIZ t=10" #4@12"OC VERT RIGID INSUL. FULL HEIGHT OF CONIC + WALL BTWN 2X 00 `I FURRING ;.� 2X PT FURRING STRIP SOG SEE ASSEMBLY 2'-01) INFO ON SHT SA6.1 N FF EL=151'-6" N Ln ° - 2)#5 LONGIT TOE •� I 4 l9 WF- 7 5-3" @ WF-6A 6), 6)#5 LONGIT BOT NOTE: 1. SEE DET 1 /S501 FOR ADDL INFO TYP EXIST. RETAINING WALL/FTG DETAIL �- DBL 2X PT BOT PL OVER SILL SEALER I,_;HAMrEK N 2X PT FURRING STRIP LAMINATE FF EL=151'-6" NLn �11i1i ))O� )O��)O� )O:�)O� )O� SEE SCHED 899 STEMWALL 2'-0" - #5 @ 16"OC ALT HK - #4 @ 12"OC HORIZ ALT SIDES 2X4 CONT BEVEL KEY [REF 3/SA3.1 ] SCALE: 1" = 1'-O" [AS -BUILT, REF 2/SA3.1] MARK FDN SIZE BOT REINFORCING TOP REINFORCING 1'-6"X12" STRIP (2) #5 LONGIT BOT 2'-0"X12" STRIP (4) #4 LONGIT BOT 4'-6"X24" STRIP #5@12"OC EA WAY Bn- #4@12"OC, �m Vvm 2'-6"X12" STRIP (4) #5 LONGIT BOT - 3'-9"X12" STRIP SEE 2/SA3.1 SEE 2/SA3.1 5'-0"X16" CTPIP SEE 2/SA._�-1 SEE 2/SA3.1 F-6A/WF- SEE 2/S501 SEE 2/S501 SEE 2/S501 EXISTING FOUNDATION SCHEDULE SCALE: NTS z 0 U U) z 0 U O LL 0 z z 0 LJJ 0- [REF X/SA3.1 ] Ir 0 LL RESUB C\j Feb 28 2023 O N CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT w o > &re " pF WASNI�� R,$E rd �T'rQ 28 83 s.�,�AL ONAL " �w 4.� 4.) 0 � � w u -- C'�j c M� Q N L.L F_ cz C 'cn jN (n- � � cn U) c 0 ow 0 U W U � � c\ I -I Cam] 4� a� N w o O i z Q) n c � O Sheet No: S501 ADD BLKG FULL WIDTH OF BOT PL WHEN 6X OR 4X POST OCCURS ABV MAINTAIN WALL INSULATION LEVEL @ FLOOR PERIMETERS COLLECTOR NAIL'G —� SEE PLAN 2X BLKG FOR 2 JOIST SPACES 48"OC MAX UNO ON PLAN SIMPSON A23 EA END i ALT SIDES & STAGGER ° NOTE: 1. SEE 1 /S532 FOR LINTEL CONDITION ADD BLKG FULL WIDTH OF BOT PL 2. SEE SHT S801 FOR WHEN 6X OR 4X POST OCCURS ABV ASSEMBLY INFO BOT PL NAIL'G PER UNDESIGNATED FASTENING SCHED UNO ON SW-ELEVS SEE ALSO NOTE BEL DIAPH BOUNDARY NAIL'G MAINTAIN WALL DIAPH NAIL'G INSULATION LEVEL 1Od@6"OC SEE PLAN @ FLOOR PERIMETERS T DBL. 2X10 RIM JOIST SW EDGE NAIL'G SEE SCHED. NOTE: 1. SEE 1 /S532 FOR LINTEL CONDITION 2. SEE SHT S801 FOR ASSEMBLY INFO BOT PL NAIL'G PER UNDESIGNATED FASTENING SCHED UNO ON SW—ELEVS SEE ALSO NOTE BEL COORD W/BLKG END DIST DIAPH BOUNDARY NAIL'G 2X10 BLKG BTWN JSTS PLACE AFTER A23'S EXTEND FOR -- 10d@6"OC BALCONY @ SIM gfUSE PT 2X FOR THESE JOISTS J SW EDGE NAIL'G SEE SCHED. 2X10 RIM JOIST SIMPSON LTS16 OR COIL � 10dcn�6"OC � 10dC�D6°OC STRAP AS OPT BLKG TO BILK =�J 2X FLR JOIST —___'l/ 2X FLR JST (4" MIN BRG) � SIMPSON LTP4 MAY BE L SIMPSON A34 1-SIDE SIMPSON A23 1-SIDE ALTERNATED W/ A23'S (2)10d TOE NAILS OPP SIDE NOTE: SIMPSON SDWC15450 OR �2)10d TOE NAILS OPP SIDE Ir ON OPP SIDE AS OPTION SIMPSON A23@32"OC SDWS22400DB OR SDWH19400DB SIMPSON A23@32"OC RIM JST TO TOP PL W/ 10d OR SDS25412 MAY BE USED AS ALT RIM JST TO TOP PL W/ 10d TOENAILS @ 24° OC OPP SIDE,STAGGD BOT PLATE FASTENING TOENAILS @ 24" OC OPP SIDE,STAGG'D � EXT WALL PARALLEL TO JST EXT WALL PERP. TO JOISTS C EXIST_ NEW 4X PARTITION REMOVEABLE DIAPH. WALL PANEL BOUNDARY STAIR NAIL'G OPNG BOT PL NAIL'G �' CUT OUT (E) SIDING & PLYWD 2X FLOOR JST RA8 FO SO HANGER FLUSH TO (E) GLB DIAPH BOUNDARY OPP. SIDE NAIL'G I ANIT SIMPSON FACE MOUNT HANGER HUC6610—SDS _V 4X BEAM ,FOR 6X BEAM HANGERS SEE SCHED 3/8" JOIN. 5 4"X PLAM BACKER & SEA LAN T STAIR SUPPORT BEAM I[REF 1 /SA6.2] 531 [REF 2/SA6.2] 531 SCALE: 1 1 /2" = 1'—O" SCALE: 1 1/2" = 1'—O" EXIST �� SCALE: 1 1/2" = 1'—O" NEW NOTE: SEE 9/S531 FOR INFO NOT CALLED OUT FF 4X FLOOR JOISTS 2X BOT PL COLLECTOR NAIL'G - SEE PLAN ° ° ° ° ° ° P EXIST _ NEW 2X BLKG BTWN 2 JOIST SPACES 00 M� @ COL & @ 48"OC 3/8"0 LAG SCREW SEE SW-1 � CONN PLAM TO EXIST 531 SCALE: 1 1/2" = 1'—O" NOTE: SEE SHT SA6.1 FOR TYP ASSEMBLY INFO 2X BOT PL COLLECTOR NAIL'G - SEE PLAN CUT OUT (E) SIDING & PLYWD SO HANGER FLUSH TO (E) GLB -SIMPSON FACE MOUNT -HANGER MG6]5.5—SDS 4"X PLAM 4 6X POST BEL 3 1 /2X P—LAM HIGH 1 2'-6» RIDGE BEAM 2X RAFTER 4X RAFTER T/BM=20'-O" ° °° 0 4X+2X Jbo ° 0 rh T/PL=19'-2" END 0 ° ° ° EX ENSIO, SIMPSON UL F5 OF 2X ° O ° ° N COLLECTOR N/-\i G 6X POST SEE P' FF=1,8 — 0 [REF 1 /SA6.3] .......... ............................ p O Mir Ln 5 1 /8" G [ R A @ 6X POST 6 DETAIL `—SIMPSON A23 EA SIDE Ll TOP & BOT OF POST 5 1 /8" GLB EA SIDE OF POST SEE 14/SA6 10 n -- SIMPSON CC5.25-6 0 6X POST A2��\ n�PS FOR ITEMS N T 2X6 STUD CALLED OUT SEE '-----FASTEN TODkE 12B/SA .9 6X POST & DET 11 /SA6.7 NOTE: SIMPSON SDWH1960ODB MAY BE USED AS ALT WHERE SIMPSON SDWS2250ODB NEW _EXIST EXT SIDING LEFT IN PLACE Y IN 1 ST STUD TO EXIST 1 2X STUD FASTEN W ROOF EDGE, FLASHING, SIMPSON SDWS2250ODB UNDERLAYMENT & @12"OC ALT SIDES EXIST NEW EXIST NE STARTER STRIP - bx rug i Hrs v. 6X POST PER MFR @ DET 9A SIMPSON A23 ° SIMPSON A23 EA SIDE POST EA SIDE POST DET n A I 10d NAILS OR r—DIAPH NAIL'G PER PLAN 4X BEAM (PT SIMPSON SDWS16300 BEAM @ ATTIC) ° ° ° ° CREWS @ 12"OOACIA FLUSH W/ TOP JW PANE, �E TO PROTECT FF ° °° ° NAIL'G SEE SCHED ALT SIDES (OR VATNS�IRECT EXPOSURE ONE FACE) TO WEATHER 4X FLOOR ° ° ° ° ° \� 2X JOIST @ 9A 2X RAFTER JOISTS 10d@6"0C SEE PLAN CONN 5 1 /8" GLB, ALI& SEE PLAN FASTEN TO 5 � P—LAMS 8 4 W/ INSIDE FACE EA END FIRST SIMPSON 5 1 /8X GL_, FIRST THEN TO OF WALL ABV BEFORE CONN TO LTS12 ° ° ° ° ° ° �� (E) GLB EXIST dLc,,5l MPS ON SDWS22400DB SCREW 2X BLKG BTWN @16"OC ALT T&B IF SIDING REMOVED SIMPSON SDWS22400D SCREW 2 JOIST SPACES 00 3/8iBACKffi 'SO�V 82250ODB IF SIDING LIEETN HU412TF @16"OC ALT T&B IF SIDING REMOVED @ COL & @ 48 OC L J48TF, ZMAX (SDWS2250ODB IF SIDING LEFT IN PLACE) 10d@6"OC COATED @ ATTIC) C6I�E TLj REMOVEABLE 0 PHASE II STUD 7 T/ PL = 17 —1 1/2" 3/8"0 LAG SCREW PANEL PROVIDE TYP WALL BUILT—UP SIMPSON POST CAP ECCQ46SDS2.5 3 1 /2X P—LAM LOW /7TIDGE BEAM /BM EL 17'-7 3/4" X POST 6 3/4X GLB REMOVEABLE PANEL [REF 1 /SA6.5] NOTE: FOR ASSEMBLY INFO SEE SHT S801 DIAPH. BOUNDARY- NAIL'G SEE PLAN SIMPSON VPA COORD SIZE W/PLAN----,._ BEVEL 2X CONT -� ,& T/PL=SEE SW ELEVS MPSON HUCQ412—SDS G IMPSON A23'S STAGG'D � �VENT SCREEN ON INSIDE FACE TAPERED 3X VENT BLKG 3"O OPNG 10d @ 6"OC @ 24"OC �—ROOF EDGE SEE 11 /S531 SIMP.LS50 @ 16"OCR TION,AL 35° � � 2X BLKG 1 X PT FACIA V-4" SHEARWALL BOUNDARY NAIL'G, SEE SCHED NOTE: SEE DET 11/S531 FOR TYP RAFTER ITEMS NOT CALLED OUT THIS SIDE [REF 12/SA6.9] 531 1 SCALE: 1 1/2" = 1'-0" z COLLECTOR SKYLIGHT & O NAIL'G SEE FLASHING PER MFR � PLAN INVERTED U SIMPSON LUS210 � NOTE: FOR ITEMS NOT � CALLED OUT � NOTE: FOR INFO NOT CALLED GL DET 7/S531 � OUT SEE DET 12B/SA6.9 & DET 11/S531 z DIAPH. BOUNDARY NAIL'G - BOT PL NAIL'G SEE SW-1 `-4X SKYLIGHT" FRAMING FF=18' - 0" n a% T PL EL 19'-2" @EXIST lqu T/PL EL 9'-9" @ SIM SEE SW-1 WINDOW FLASHING 6X POST 0 END STUD - DBL 2X TOP PL AROUND FRAME PRIOR SIMPSON CC5.25-6 ITIGHT T _ UNDERSIDE OF GLB O PLACING STUD COL. CAP T g gq TRANSVERSE BLKG @ GL1 WALL ("'10 DETAIL V) SCALE: 1 1/2" = 1'-0" filename: 1627Ph2—S501.DWG [REF 1 /SA6.3] F SCALE: 1 1/2" = 1'—O" ROOF @ CUT RAFTER [REF 9/SA6.3] 5531 [REF 11 /SA6.7] SCALE: 1 /4" = 1'-0" 12� CANTILEVER RAFTER Q� 5� SCALE: 1 1/2" = 1'-0" [REF 12/SA6.7] Q L.L RES U B cn N Feb 28 2023 O N CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT w o U) cz (1) 0 C'C pF WAS�I� V-6 28283 i �S`sIONAL�� w 0 w � v w c� o � cd Q i E E a i cz 4- LL cz UQ) c 0) U) cn cn c 0 aw 0 U w v w cllz� O 0 i Z F O Sheet No: s531 n T/PL 8'-1 1/2 AFC NOTE: FOR ITEMS NOT CALLED OUT SEE DETS 1 /S531 & 2/S531 O 0 0 g O - SHEARWALL BOUNDARY NAIL'G SEE SCHED DBL TOP PL 1" RIGID INSULATION—,(3)2X6 (2)12d NAILS @ EE & @ 8"OC BTWN EA SIDE EL SEE SW ELEVSn TO MIDDLE MBR 3/4"PLYWD A (3)2X6 LINTEL TYP. LINTEL DETAIL 532 SCALE: 1 1 /2" = 1'—O" DIAPH N SEE PLA 5 1/ (4„ r NOTE: 1. SEE 2/S531 FOR INFO NOT CALLED OUT 2. SEE SHT S801 FOR ASSEMBLY INFO EXT WALL PERP. TO BEAM 532 SCALE: 1 1 /2" = 1'—O" T/PARAPET 18'-6" „ T/RF EL VARIES 17'-10" MAX _ C T/JST 17'-3 1 /4"± r�2X RF JOIST CONN @ M� RIDGE AND BRG WALL TOP PL FIRST, THEN CONNECT TO EXIST � [REF 1 /SA6.3] T/PL 8'-1 1 /2" AFF NOTE: FOR ITEMS NOT CALLED OUT SEE DIETS 1 /S531 & 2/S531 0 0 0 1" RIGID INSULATION XTIV (2)12d NAILS Q EE & Qxx 8"OC BTWN EA SIDE WWI TO MIDDLE MBR 1 /2"PLYWD (3)2X8 LINTEL B SHEARWALL PNL EDGE NAIL'G SEE SCHED COLLECTOR NAIL'G SEE PLAN 10d @ COC CEDAR OR PT FACIA ti.,= 2X PT BLKG Q48"OC MAX 10d @ 6"OC ROOF EDGE UNDERLAYMENT, & FLASHING PER MFR DETAIL - SHEARWALL BOUNDARY NAIL'G SEE SCHED CONT 2X6 TOP PL �— (3)2X8 EL SEE SW ELEVS DIAPH. BOUNDARY NAILS � DBL 2X RIM JST SIMPSON COIL STRAP OVER PLYWD 2X BLKG SIMPSON A34'S & A23'S SEE 1/5531 SIM SLOPE TNE SHEARWALL PDGE NAIL'G SEE S I= COLLECTOR NA SEE PLAN � DBL 2X RIM JST �nn(� FROM GL-0 T � 6"OC� CEDAR OR PT FACIA SIMPSON SDWS2250ODB SCREW naiF"rv- Al T TR,-P I P-A\/Inlr- P_YT )S LOORING BY OWNER 32 TBcG GUARDRAIL ASSEMBLY PLYWD PER OWNER, VERTS-� @ 48"OC MAX C� o o o 0 0 o 071� 5 4"X SIMPSON P—LAM PE PLAN TYP210 2X'S 5 4"X P—LAM PER PER PLAN PLAN A B 3 DETAIL 532 [REF 11 /SA6.2] SCALE: 1 1 /2" = 1'—O" SECTION SEE PLAN [REF 9C/SA6.9] 5532. SCALE: 1 1 /2" = 1'-0" SIMPSON COIL STRAP SIMPSON RPBZ @ ALT OVER PLYWD CORNERS W/ 1 /4X DIAPH. BOUNDARY 3"SDS SCREWS @ BASE" NAILS 1 2"SDS SCREWS TO POST DBL 2X RIM JST (3) 3 1"X9 1" P—LAM AS BLKG IeA4"kA � ROOF EDGE UNDERLAYMENT, & FLASHING PER MFR i ; ,DETAIL 2X PT BLKG 10d @ 6"0 EA SIDE OF COL �'t <G DN A34'S 5 1 /4X PLAM 5'S SEE 1 /S531 BEYOND DETAIL [REF 9C/SA6.9] 5�5 -12. SCALE: 1 1 /2" = 1'—O" C RF JOIST CONN DGE AND BRIG WALL )P PL FIRST, THEN )NNECT TO BLKG IMPSON SDWS2240ODB CREW @16"OC ALT T&B N/PLYWD IN PLACE) _YWD THING COMMON @24"OC (E' GGERED IN 2 ROWS SET FROM OPP FACE IPSON SDWS16300 AS AL X6 POST SIMPSON HU410 TO EA /—OUTSIDE 3 1 /2X P—LAM FIRST THEN TO 5 1 /4X I SD 22800DB @8"OC EA SIDE [3" END DISTANCE]STAGGER BTWN SIDES 53 4X SKY- LIGHT BEA 4X SKYLIGHT BEAM NOTE: SLIDE MIDDLE 3 1 /2"X P—LAM INTO PLACE AFTER TWO OUTERMOST ONES INSTALLED. 1UL5.12/9 (SKEW LEFT) 4 P—LAM EE PLAN B PLAN Al • ► A P� DETAIL SCALE: 1 1 /2"=1'-0" Tvn n v B CHORDS @SKYLIGHT DRAG @STAIR TOWER 2A, DETAIL h 532 � SCALE: 1" = 1'-O" z ' NAIL'GD U < BLKG z O U o� O LL O z J z O G Lu O LL DN A34'S 5 1 /4X PLAM 5'S SEE 1 /S531 BEYOND DETAIL [REF 9C/SA6.9] 5�5 -12. SCALE: 1 1 /2" = 1'—O" C RF JOIST CONN DGE AND BRIG WALL )P PL FIRST, THEN )NNECT TO BLKG IMPSON SDWS2240ODB CREW @16"OC ALT T&B N/PLYWD IN PLACE) _YWD THING COMMON @24"OC (E' GGERED IN 2 ROWS SET FROM OPP FACE IPSON SDWS16300 AS AL X6 POST SIMPSON HU410 TO EA /—OUTSIDE 3 1 /2X P—LAM FIRST THEN TO 5 1 /4X I SD 22800DB @8"OC EA SIDE [3" END DISTANCE]STAGGER BTWN SIDES 53 4X SKY- LIGHT BEA 4X SKYLIGHT BEAM NOTE: SLIDE MIDDLE 3 1 /2"X P—LAM INTO PLACE AFTER TWO OUTERMOST ONES INSTALLED. 1UL5.12/9 (SKEW LEFT) 4 P—LAM EE PLAN B PLAN Al • ► A P� DETAIL SCALE: 1 1 /2"=1'-0" Tvn n v B CHORDS @SKYLIGHT DRAG @STAIR TOWER 2A, DETAIL h 532 � SCALE: 1" = 1'-O" z ' NAIL'GD U < BLKG z O U o� O LL O z J z O G Lu O LL RES U B cyD N Feb 28 2023 O N CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT I� w c o 43 U) cz a) 0 � pF WAS�I� CQ 1./�N_ • N �2� �C 28283 i ORAL `sIONAL � w o � w � (::.7� o cd Q i E E a i cz 4- LL cz �C U) u) c 0 aw 0 U w v w ,� o (1) a, w N cllz� O 0 z i N N -0 c O Sheep No: S532� O DETAIL [REF 5/SA6.8] �� SCALE: 1 1/2" = 1'-0" SIMPSON A23@32"OC W/ (2)10d TOENAILS OPP SIDE 0 2X RIM BLKG C 12 — 11� 0 4 0 0 SIMPSON H10-A .(OR H-1 AS ALT) 2X BLKG— A23 STAGGER T8c SIMPSON SDWS2240ODB SCREW @16"OC ALT T&B W/PLWD IN PLACE 2X RAFTER SEE PLAN BIRDMOUTH EA END OOF EDGE FLASHING 1Od@6"OC LOW SLOPE ROOF EDGE DETAILS PT OR CEDAR EDGE JOIST NEW -EXIST BOT PL NAIL'G SEE SW-ELEVS Wero-T • O, DIAPH BOUNDARY NAII C;2X RF JOIST CONN @ RIDGE AND BRG WALL10dC�?6"OC TOP PL FIRST, THEN CONNECT TO BLKGFF EL 18SHEARWALL PNL EDGE NAIL'G SEE SCHED5 1/8" GLB 2X RF JOIST CONN @ RIDGE AND BRG WALL TOP PL FIRST, THEN `)d@6"OC CONNECT TO EXIST WALL SIMPSON SDWS22 OODB SCREW @16"OC ALT T&B, LEAVE EXT SIDING IN PLACE ��; . DETAIL RAFTER CURVED 2X4 PART'N WALL ABV 4X PRESSURE TREATED BEAM �-SIMPSON HU41OTF (ZMAX COATED) BATHROOM ASSEMBLY Oi--SEE SHT. SA6.1 )TF T PARAPET 18'-6' T BM=17"-1C SIMPSON LSTA2 CTR @ END OF SLOPED 6X LEDGER SEE 7/S5 DETAIL 5�SCALE: 1 1/2" = 1'-0"4X TAPEREDTOP PL. NEW _EXIS T/PARAPET 18'-6" �S10/JST 17' LEDGERSEE PLAN SIMPSON HU210 SLOPE UP 35°SKEWED RIG 45°K BLKG EDGER DETAIL 555 �5 SCALE: 1 1 /2" = 1'-O" COLLECTOR NAIL'G SEE PLAN DBL 2X BLKG �_ W.�\ � w—ml �.REM SIMPSON LTS16 2X JOIST 6 3/4" GLB REMOVABLE PANEL BEL. SIMPSON MEG5 SKEWED 45° DETAIL SIMPSON HU210 W/ 1 CONCEALED FLANGE SLOPE UP35% SKEW RIGHT REMOVEABLE PANEL BEL. NOTE: FOR ITEMS NOT CALLED OUT SEE DET 8/SA6.8 MIN 4X TAPERED �PT WOOD CANT STRIP B.U.R. SLOPE RIGID INSUL. TAPER CUT 4X JOISTS HANGER SEE SCHED 3X LEDGER [REF 7/SA6.8] JI r'1VLU 2X BEAM 6X POST 6X POST BEL. 6 3/4" X GLB TAPER CUT AS INDICATED 6X POST Wme SIMPSON SA36 HUC XIST NEW DRILL HANGER AS REQD @ NAILS SIMF FF= MST — T o___t .... 2X LEDGER SEE PLAN 6X BED ..... 5 J"XP—LAM L SIMPSON HU( ""� SKEWED 45° ��16"OC MPSON SDWS2250ODB SCREW ALT T&B W/ ° ° . . . ? EXT SIDING IN PLACE ° ` 5 1 /8" GLB BEVEL CUT END 5 1 /8"X 6 3/4"X 6XPO.,, ULLV VV SIMPSON H6 EA SIDE rr .1 o' [REF 3/SA6.8] 6X BEAM, TAPER CUT AS INDICATED 3 1 /2"0 STD PIPE COL BEL. SIMPSON ECCO BEL. �I"A B PLAN VG nr\C`T A ELEVATION 712. DETAIL 4X6 POST ABV Z B O U ......... Z:) 6 3/4" X GLF'fr ....... TAPER CUT [--- ......... SEE PLAN AE ( ) ..... z O SIMPSON ECCO7 L.L ~ XTYP 3/16 O Z 3 1 /2"0 COL. J Z O G NOTE: SEE ALSO STAIR w TOWER SW-0.5 ON SH_ SA2.9 FOR ADDL INFO cyD N O cN w c o '> cz a) 0 rr' tt a RESUB Feb 28 2023 CITY OF EDMONDS DEVELOPMENT SERVICE DEPARTMENT � w '—' O a� a 4.� tm o C.'Zj c O V) Q .. U E E Q i cz i6 4- F_ cz '� .9 E- 0 ow 0 U W U w •�+ ��' N Q� Q� W COI O � Z i n c � O Sheet No: S533 55 SCALE: 1 1 /2" = 1'-0" filename: 1627Ph2—S501.DWG 555 �5 SCALE: 1 1 /2" = 1'—O" [REF 10/SA6.5] 555 �5 SCALE: 1 1 /2" = 1'-0" [REF 12/SA6.4] 555 �5 SCALE: 1 1 /2" = 1'—O" [REF 8A/SA6.4] Q L.L UNDESIGNATED BEARING/SHEAR WALL LINTEL SCHEDULE OPENING SIZE HEADER SIZE MIN CRIPPLE STUD @ JAMB MIN FULL HT STUD @ JAMB 0 TO < 4'-0" 6x6 (4X6 @ 2X4 WALL) 1 1 4'-0" TO < 8'-0" 6x8 (4X8 @ 2X4 WALL) 2 3 8'-0" TO < 11'-0' 5 1 /2x 11 7/8 P—LAM 3 4 B/LINTEL 1. THESE LINTEL SIZES ARE A MINIMUM MEMBER SIZE. LARGER SIZES MAY BE USED AT CONTRACTORS OPTION 2. USE ABV LINTEL SIZES, WHERE NO SIZE IS CALLED OUT ON PLAN. PERP WALL — BLOCKING REQUIRED @ ALL SHEARWALL PANEL FLR TO FLR TIE EDGES RIM JOIST — CRIPPLE WALL LINTEL ABV SEE SCHEDULE FUL STL ADD ONE CRIPPLE & FULL HT PERP WALL HT STUDS EA SIDE FOR EACH ADDL 32" OF OPNG WIDTH (WHERE STUDS ARE PLACED 12" OC, INCREASE FULL HT STUDS EA SIDE, TO 1 FOR EACH ADDL SIMPSON HOLDDOWN 24" OF OPNG WIDTH) PER PLAN 2x4 STUDS TYPICAL OPENINGS IN STUD WALL SCALE: NTS TG RIM JOIST @ FDN COND LINTEL H�WN LINTEL PL G NON -RIM JOIST @ FDN COND I I POST/BUILT-UP STUD I J r- -- —�-----J �_� r DIAPHRAGM BOUNDARY FRAMING BELOW PER GSN PERP "'"" "E """ a � TYP DIAPHRAGM LAYOUT SIMPSON HOLDDOWN IN PERP WALL SEE PLAN 2ND FLOOR T PLWD 0� IRU �- 6X POST SIMPSON HOLDDOWN IN PERP WALL SEE PLAN T/PLWD EL 0.0 _____ _ __ 5/8"0 AB IN PERP _ � 7 WALL --�— --� 5/8"0 AB EE & @ SPACING PER SCHEDULE NOTE: THIS DETAIL SHOWS GENERAL SW— I SHEARWALL CONSTRUCTION, IT DOES NOT SHOW A SPECIFIC SHEARWALL SEE S201 FOR SPECIFIC SHEARWALL CONST. TYPICAL SHEARWALL ELEVATION CONSTRUCTION SCALE: NTS MARK LEVEL SHEATHING PNL EDGE NAIL'G BOT PL NAIL'G/BOLT'G HOLDOWN BOLTING @ FDN REMARKS SW —A ROOF — 2ND 15/32" CD—X 8d @ 6" OC SHEET S-002 2ND — 1ST 15/32" CD—X 8d @ 6" OC 5/8"0 ANCHOR RODS @ 48" OC 5/8"0 ANCHOR ROD, 12" CONIC EMBEDMENT MIN (2)2X6 @ EA HOLDDOWN SW-0 ROOF — 2ND 15/32" CD—X 8d @ 6" OC SHEET S-002 MIN (2)2X6 @ EA HOLDDOWN 2ND — 1ST 15/32" CD—X 8d @ 6" OC 5/8"0 ANCHOR RODS @ 48" OC 5/8"0 ANCHOR ROD, 7" CONIC EMBEDMENT MIN (2)2X6 @ EA HOLDDOWN SW—B.6 ROOF — DECK 15/32" CD—X 8d @ 6" OC 5/8"0 ANCHOR RODS @ 48" OC 5/8"0 ANCHOR ROD, 7" CONIC EMBEDMENT MIN (2)2X6 @ EA HOLDDOWN NOTE: 1. USE 8d NAILS @ 10" OC AT ALL INTERMEDIATE FRAMING MEMBERS 2. PANEL EDGE NAILING TO OCCUR @ HOLDDOWN BOUNDARY MEMBER WHEREVER IT OCCURS RELATIVE TO PANEL EDGE. 3. USE 8d NAILS @ 6" FOR UNDESIGNATED PLYWOOD PANEL EDGES 4. SEE GSN FOR ADD'L NOTES. 5. MIN (2) BOLTS PER BOTTOM PL PIECE. 6. ALL PLYWOOD EDGES SHALL BE BLOCKED 7. MIN 3X BLOCKING WHEN PLYWOOD ON BOTH SIDES 8. USE 2X2X3/16 PLATE WASHERS MIN @ ALL SHEAR WALL ANCHOR BOLTS 9. TYPICAL CONCRETE EMBEDMENT FOR SILL PLATE ANCHOR RODS IS 4" IN SIMPSON SET XP EPDXY 0 I g SHEAR WALL SCHEDULE F034' SCALE: NTS V) filename: 1627Ph2—S501.DWG Post size by Designer EXAMPLE: SIMPSON HOLDDOWN • ® WALL END U. ° �2> MIN SIZE OF STUD/POST io © END OF WALL HOLDDOWN y•� = IS ATTACHED TO y,so_ - Id o -_a- PLAN LEGEND HDU5 (HDU2, HDU8, HDU11, and HDU14 similar) MSTA36 (Msra4s HDU2 CS16 imilarJ (HDU4, DU5, (CS18, CS20, �t$ DTT2Zsimi;ar) CMST12, Stropg—Drive' s�ST14 ilar) SDWC TRUS Scre See note Suwwus S[rong-Drive SDWF FLOOR -TO -FLOOR Screw (with rUW take-up washer) 1' pint <tYP.> EM HDU2 JOIST with MIS' All -Thread Rod EVE 534' SCALE: NTS CTR BUTT JOINT SPLICE OVER STUD BELOW TOP PL SPLICE 534 SCALE: NTS Nails are not required in the rim y board area, I � - l l When nailing the strap over osa,'ptywood, use a 2'/,' tong nail minimum_ 1 i � STHo Sho1m rea i Lti 534 OFFSET PLYWD PANEL EDGE BTWN ADJACENT ROWS CONT. PANEL EDGE PERP TO FRAMING STRONG AXIS OF PLYWD PERP TO FRAMING 9G,J f-\nkAAAnK1 NAILS ;GERED P PL NOTE: BUTT JOINT @ LOWER 2X PL SHALL OCCUR MIN 4'-0" FROM BUTT JOINT @ UPPER 2X PL STRAPS OVER PLYWD SCALE: NTS 1 /8" GAP 3/8",11 � 11/16" NAIL'G PER PLAN OR SCHED TYP. PLYWD NAIL'G JOTCH & _AP BOT. j) INTERSE _OCATE 1' NB @ 8" -ROM COF NDJ SIDE u BOT PL @ CORNERS TYP. TOENAIL TYP WOOD DETS 534' SCALE: 1 1 /2" = 1'-0" RES U B N Feb 28 2023 O NDEVELOPMENT CITY OF EDMONDS SERVICES DEPARTMENT m W o 43 U) > CZ a) 0 � WACQ S�I� a 1.6 8� L �C 2 'i �.��,5 ORAL `sIOKAL � w C O C.7� C 0d Q b O i E E a i cz 4- ILL � � tea) Z3U) a0 o F a)) o 0 a.w 0 U w v w �/ L � � r—I ,•I l r� 7 O � 0 i Z i--r O Sheet No: S 1 3 1 NOTE: SEE DET 7/S531 FOR INFO NOT CALLED OUT SECTION B INVERT[ HANGEf OCCUR`. VVIV I `L�L/\ I V tY I 11V1/" NEAR GL1 BEVEL AS REQD FOR SLOPE DBL2X PT OR CEDAR RAFTER /- SIMPSON HOLDOWN & BEL PER FULL WIDTH BLKG @ BRIG WALL DRIP EDGE T/RIDGE PL = 31'-5 "f PT OR CEDAR_ LEDGER U-)I� 3 4"X P-LAM_ RIDGE (HIGH) " CD-X PL T/LOW RIDGE BM = 17'-7 3/4" 2X LEDGER BLKG----- i B SIMPSON LRU21OZ ;EDAR � SEE PLAN DETAIL (LSSR410Z @4X RAFTER) 2 i 535 DBL 2X RIM JOST BEYOND SCALE: 1 1 /2" = 1'-0" O W/SIMPSON A23 EA SIDE 1 W 0 T RIDGE BM EL 20'-0" PT OR CEDAR I III II II III II (-11 III II IIIIII I IIIIIII I LIIIIIII FACIA V I V I I I V I V I 1 I I V I AIAI ( 1AIAI) ° ° o f IAm B IIIIII I I I I I/ ° 1 I I I I jj I ° II III II DBL 2X PT STRUCT FACIA SIMPSON HUC210-2� SLOPED UP 35•, INVERTED NORMAL ORIENTATION SIMPSON LSSR210-2 HANGER A SECTION � STRUCT F ACIA DETAILS 535 SCALE: 1 1 /2" = 1'-O" SIMPSON � OPNG ABV HOLDDOWN\ DBL FULL CRIPPLE HT STUDS STUD BOUNDARY NAIL'G SEE SCHED @ WINDOW JAMB B A g D AIL U 35 SCALE: 1 1 2" = 1'-O" filename: 1627Ph2—S501.DWG SIMPSO HOLDD( MT.C►• •I BOUNDARY NAIL'G SEE SW-B.5 SCHED NOTE: ROUTER PLYWD @ BOLT HD. AS READ D PERP WALL INTERSECT F - BOLT HEAD THIS SIDE,CTRSNK FLUSH W/ FACE OF 2X STUD DOOR OPNG �DHOLDDOWN BL 2X FULL HT 2X CRIPPLE STUD &LLO OR JAMB L DBL 2X EDGE JOIST BEYOND J W/SIMPSON HUC210-2 HANGER SLOPE DOWN 35• HU210-2 SLOPE SEAT DOWN 35• (LSSR210-2Z AS ALT) DETAIL 535 SCALE: 1 1 /2" = 1'-O" DETAIL 535 SCALE: 1 1 /2" = 1'-O" \,,,-3 4"X P-LAM PER PLAN SIMPSON POST CAP ECCQ46SDS2.5 IMPSON HUCQ412-SDS T/LOW RIDGE BM = 17'-7 3/4" 3 4"X P-LAM PER PLAN X POST (2)5 J"X P-LAM OR N❑TE1 SEE 11A/S535 FOR INF❑ NOT CALLED OUT /'1L I VI\IVLI\J VI 6X P ST -5 P-LAMS BEL. A PLAN 3 4"X P-LAM RIDGE (HIGH) I CLERESTORY WIND INSTALL PERK N 3 4"X P-L M RIDGE (LO ) T/RIDGE BM EL 20'-0" SIMPSON LRU21OZ �TYP UNO CD-X PLYWD 3 J"X P-LAM RIDGE LOW @ WINDOW 8dC�?6"OC T RIDGE PL = 31'-5 "f z O PT OR CEDAR LEDGER T RIDGE BM EL 20'-O" U SIMPSON LRU21OZ 3 J"X P-LAM /` TYP UNO RIDGE (HIGH) / CD-X PLY Z O " CD-X PLYW U � � O 1� LL 8d@6"OC--,,\ 2X RAFTERI SEE PLAN FASTEN EA END FIRST BEFORE CONN TO RIDGE SIMPSON SDWS224 ODB SCREW @16"OC ALT T&B W/PLYWD IN PLACE O T LOW RIDGE BM = 17'-7 3 4" Z 3 J"X P-LAM J RIDGE LOW Z O G w DETAIL �J cr 535 SCALE: 1 1 /2" = 1'-O" O L.L RESUB N Feb 28 2023 O N CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT w c o cz Cll 1.s' of >RA,S�J -vl W � .off '�c zszss � L �SSIORAL �w 4� 0 b0 o c� c Q-� cd Q O .. U E E Q i CZ }, F- cz 'cn (nC= 0) cn U) c 0 ow 0 U C7l W U w • �+ Cal Cam] 4.) N w O pO � () i Z on Sheet No: S535 PROTECTION BOARD AS READ. 1'-0" WIDE GRAVEL DRAINAGE BLANKET STRUCTURAL FILL CO 2" RIGID INSULATION (R-10 Min R MEADOWS DAMP- PROOFING/WATERPROOFING CONIC STEM WALL & REIN F. . .. . . . .. . . . .. . .. . .. . .. . .. . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . vvvvvvvvvvvvvvvvvvvvvvvvvvvvvsvvvvvvvvvv.vvvvvvvvvvvvvvvvvvvvvvvvv�-.�-.-�r ,!��.��.�� •.�z��.�.lD.11lllll.?.�.y 0y..l..l.��.?.!.?.�.11ll.?,��►.1*��ll.�.l. m X rH^ V J z �- 1 1/2" POLYISOCYANURATE RIGID INSULATION R-10 6 MIL. POLYETHYLENE VAPOR BARRIER 1/2" GYP. BD. DF#2 2X2 P.T. FURRING STRIPS @24"OC,UNO CONCRETE STEMWALL (PLAN CEDAR SIDING, CONN PER MFR G L TYP DF#2 2X6 STUD @16"OC,UN0 1/2" GYP. BD. TYPAR BLDG. WRAP OR EQ 15/32" CD-X PLYWOOD SEE SHEARWALL ELEV. �-- CERTAINTEED R21 5 1/2" UNCOMPRESSED BATT INSULATION 6 MIL. POLYETHYLENE VAPOR BARRIER EXTERIOR WALL PLAN SNOW & ICE SHIELD 3TWN PLYWD & ROOFING DF#2 2X10 JOIST @1 6"OC,UN0 1/2" GYP. BD. ASPHALT SHINGLE B.U.R. ROOFING 5/8" CD-X PLYWOOD SEE SHEET S200 �--- MINERAL WOOL R30 8 1 /4" MAX UNCOMPRESSED BATT INSULATION 6 MIL. POLYETHYLENE VAPOR BARRIER TYP ROOF- ASPHALT SHINGLE/B.U.R. ARCH WIRE BTWN JOISTS LAMINATE FLOOR PER OWNER TO SUPPORT INSULATION � � 3/4" T&G PLYWOOD SEE SHT S200 0 U to filename: FF DF#2 2X10 JOIST @16"OC. UNO. 1/2" GYP BD TYP FLOOR (2N D ), 3 1/2" SOUND ATTENUATING BATT INSULATION IC =50 W NDOW/SKYL GHT/DOOR SCHEDULE MARK WINDOW/DOOR TYPE/STYLE ROUGH OPENING WIDTH X HEIGHT UNIT DIMENSION WIDTH X HEIGHT MANUFACTURER REMARKS VLLIj" . VELUX XED SKYLIC x5,-) VELUX SKY 4 CIRCLITE 9E PLASTICRAFT/FAULKNER SKY - FIXED SKYLIC 30 5/8"x55" VELUX (PHASE 1 W-A OOUBL1 - I W-b -FLU ""' ^ OUBLE HUN 3'-2"x,+ 9LE HUN -'-2"x4'-1" 1 W-E DOUBLE HUNG 3'-2"x4'-1" 1 W-F FIXED WINDOW 2'-2 1 /4"x4'-9 1 /4" - 1 W_G DOUBLE HUNG 31-2"x4$-1" - 1 W-H DOUBLE HUNG 3'-2"x4'-1" - 1 W-I FIXED 31-2$$x0'-8" - 1 W-J CASEMENT 3'-0 1 /2"x3'-1" - 1 W-K AWNING S-0 1/2"x1'-7 1/2" - 1 W-L FIXED S-0 1/2"x[0'-10",3'-1"] - 1 W-M DOUBLE HUNG 1'-4"x4'-1" - 11A/-1\1 DOUBLE HUNG 11-4"u4'-1" 1 vv-u DOUBLE HUNG z"-6 1 /2""x4"-1 "" 1 W-P FIXED 2'-10"x0'-8" 1 W-Q DOUBLE HUNG 2'-10"x4'-1" BLE HUN- -6 1 /2"x4'-1 ''FF) -10 1 /2"x(- -10"" x, _)LL -6 1/2", 1 W-W AWNINC 27-10"x2'-O" GEAZ N G NOTES- 1. GLASS AND GLAZING SHALL MINIMALLY MEET IRC R609 AS WELL AS MFR STD QUALITY CONTROL REQUIREMENTS. 2. EACH LIGHT SHALL BEAR THE MFR'S LABEL DESIGNATING TYPE AND THICKNESS OF GLASS, OR GLAZING CONTRACTOR SHALL FURNISH AN AFFIDAVIT CERTIFYING THAT EACH LIGHT IS GLAZED IN ACCORDANCE WITH APPROVED PLANS AND SPECS; EXCEPT THAT GLAZING SUBJECT TO HUMAN IMPACT SHALL BE PERMANENTLY IDENTIFIED BY THE MFR, ETCHED OR CERAMIC FIRED ON THE GLASS AND BE VISIBLE WHEN THE UNIT IS GLAZED. 3. ALL WINDOWS, AND DOOR GLAZING SHALL HAVE MIN U-VALUE OF 0.30 BASED ON PRODUCTION LINE MODEL AA FOR WINDOWS, MIN U-VALUE FOR SKYLIGHTS OF 0.50 AND OVERHEAD GLAZING. (SEE NOTE 4) 4. ALL WINDOWS,SKYLIGHTS AND DOOR GLAZING TO BE LOW E,ARGON FILLED DOUBLE GLAZED WITH U-VALUES TO BE CERTIFIED BY THE NATIONAL FENESTRATION RATINGS COUNCIL (NFRC) IN ACCORDANCE WITH NFRC100. CERTIFICATE TO BE AFFIXED TO EACH WINDOW AS AUTHORIZED BY AN INDEPENDENT CERTIFICATION AND INSPECTION AGENCY LICENSED BY THE NFRC. 5. MANUFACTURERS ROUGH OPENING REQUIREMENTS VARY; COORDINATE FINAL ROUGH OPENING DIMENSIONS W/ SELECTED WINDOW MFR. PROVIDE 1 FULL HEIGHT STUD AND 1 CRIPPLE STUD EA SIDE OF OPENING FOR EACH 32" OF OPENING WIDTH UNO ON SHEAR WALL ELEVATIONS . ASSEMBLY PLAN OTES 1. T&G SIDING,HOUSEWRAP, GYP. SHEATHING,GYP. BD., AND INSULATION SHALL BE INSTALLED PER RESPECTIVE MFR. PRINTED INSTRUCTIONS AND RECOMMENDATIONS; A COPY OF WHICH SHALL BE PRESENT @ THE JOB SITE FOR THE DURATION OF THAT COMPONENT'S INSTALLATION. 2. SOUND ATTENUATING BATT INSULATION SHALL BE FIBERGLASS OR MINERAL WOOL.. 3. GYP. WALL BD. SHALL NOT BE INSTALLED UNTIL WEATHER PROTECTION FOR THE INSTALLATION IS PROVIDED. 4. FASTEN GYP. BD. TO WOOD CONSTRUCTION WITH 1 5/8" TYPE "W" DRYWALL SCREWS @12"OC MAX 5. FASTENERS SHALL BE APPLIED NOT LESS THAN 3/ 8" FROM EDGES AND ENDS OF GYP. BD. AND SHALL BE APPLIED IN SUCH A MANNER AS NOT TO FRACTURE THE FACE PAPER WITH THE FASTENER HEAD. 6. APPLY GYP. BD. W/ LONG DIMENSION PERPENDICULAR TO WOOD FRAMING 7. PENETRATIONS OR OPENINGS IN CONSTRUCTION ASSEMBLIES FOR PIPING, CONDUITS, WIRING, CABINETS, ETC SHALL BE SEALED, LINED, INSULATED OR OTHERWISE TREATED TO MAINTAIN REQUIRED ("STC" OR "IIC") RATINGS. 8. USE 1/2" EXTERIOR GYP. SOFFIT BD. @ ALL EXTERIOR SOFFITS UNO. 9. ALL INSULATION MATERIALS SHALL COMPLY WITH IBC/IRC 2018. INSULATION SHALL EXTEND OVER THE FULL COMPONENT AREA AND SHALL BE IN SUBSTANTIAL CONTACT WITH THE AREA BEING INSULATED AND INSTALLED PER MFR REQUIREMENTS TO MAINTAIN UNIFORM R- VALUE AND PROPER DENSITIES. INSULATION SHALL BE INSTALLED W/ MIN VENTILATION CLEARANCES ACCORDING TO MFR SPECS AND INSTALLED SO REQUIRED VENTILATION IS UNOBSTRUCTED. 10. FOAM INSULATION SHALL BEAR THE LABEL OF AN APPROVED AGENCY, THE MFR NAME, PRODUCT LISTING, PRODUCT IDENTIFICATION AND INFO TO SHOW END USE WILL COMPLY WITH CODE REQUIREMENTS("FLAME SPREAD" AND "SMOKE DEVELOPMENT" CLASSIFICATION). FLAME SPREAD RATING OF NOT MORE THAN 75, & A SMOKE -DEVELOPED RATING OF NOT MORE THAN 450 WHEN TESTED IN ACCORDANCE W/ IBC/IRC IN MAX THICKNESS FOR INTENDED USE. W NDOW/DOOR SCHEDULE MARK WINDOW/DOOR TYPE/STYLE ROUGH OPENING WIDTH X HEIGHT UNIT DIMENSION WIDTH X HEIGHT MANUFACTURER REMARKS ivv _ ". . 1 W-A/A z- -6 1 /2"x1'- TRAPEZOID (COORD W/ ELEVA I IU 1 W-BB FIXED 2'-6 1 /2"x1'-3 TRAPEZOID (COORD W/ ELEVATIC. 1 W-CC FIXED 2'-10"x2'-5" SPRINGLINE ARCH TOP 1 W-DD DOUBLE HUNG V-10"x4'-1" - 1 W-EE DOUBLE HUNG V-10"x4'-1" - 1 W-FF DOUBLE HUNG V-10"x4'-1" - - 1 W-GG FIXED WINDOW 2'-9"x3'-6" - ELLIPTICAL WINDOW 1 D-A DOOR 3'-61yx7'-4" - DAYLIGHT OPENING=4.8 SQFT 1 D-B FRENCH DOOR 3'-2"x6'-8" - - WSEC GLAZING EXEMPTION -SEE NOTE 10 O-C FRENCH DOOR 2'-10"x6'-8" - - DAYLIGHT OPENING=10.4 SQFT _y ,,,, - DAYLIGHT OPENING=9.4 SQFT 2D-A N/A - - 2D-B FRENCH DOOR 3'-0"x6'-8" - - OUTSWING 2W-A DBL HUNG W/FIXED 2'-2"x6'-O" - - GANGED WINDOW R.0.=13SF 2W-B1 CASEMENT 1'-6"x5'-O" - - RO = 7.5SF 2W-B2 CASEMENT 1'-6"x5'-0" - - RO = 7.5SF 2W-C AWNING OR SLIDE 3'-0"X3'-O" - - RO = 9SF 2W-D FIXED 3'-0"X3'-0" - - RO = 9SF 2W-E FIXED TRAPEZOID 1'-3"X3'-0"X3'-4' - - RO = 7SF 2W-F FIXED 1'-3"X3'-6" - - RO = 4.4SF CLERESTORY 2W-G FIXED 1'-3"X3'-6" - - RO = 4.4SF CLERESTORY 2W-H DBL HUNG W/SLIDE 3'-0"X5'-9" - - RO = 17.3SF 2W-I FRENCH CASEMENT 2'-10"x6'-8" - - - SKY 3 FIXED SKYLIGHT 30 1 /2"x55 1/2" - 5/8"x55" 30-- VELUX - _r 6. ALL WINDOWS AND SKYLIGHTS SHALL INCLUDE MFR FLASHING AND BE INSTALLED PER MFR REQUIREMENTS. 7. SKYLIGHTS SHALL BE DESIGNED TO WITHSTAND 25 PSF SNOW LOAD; WINDOWS SHALL BE DESIGNED TO WITHSTAND 23 PSF WIND LOAD. 8. GRILLES OR GRATES CAN BE INSTALLED ON FIRE EGRESS WINDOWS AS LONG AS THEY CAN BE OPENED FROM THE INSIDE WITHOUT USE OF KEY, SPECIAL KNOWLEDGE OR EFFORT AND BLDG HAS SMOKE DETECTORS PER IBC/IRC RQMTS. 9. SKYLIGHT FRAMING SYSTEMS SHALL PROVIDE COMPLETE CONTROL OF BOTH CONDENSATION AND WATER INFILTRATION. FRAMES SHALL BE MANUFACTURED WITH THERMAL BREAKS. PROVIDE CONTINUOUS CONDENSATION GUTTERS TO COLLECT AND STORE MOISTURE UNTIL IT EVAPORATES. FRAME DESIGN SHALL MINIMIZE THE DELETERIOUS EFFECT OF EXPANSION AND CONTRACTION ON SEALANT AND /OR GASKETS. 10. WSEC EXCEPTION ONE UNLABELED/UNTESTED EXTERIOR SWINGING DOOR WITH THE MAXIMUM AREA OF 24 FT2 MAY BE INSTALLED FOR ORNAMENTAL, SECURITY, OR ARCHITECTURAL PURPOSES. PRODUCTS USING THIS EXCEPTION SHALL NOT BE INCLUDED IN EITHER THE U-VALUE OR GLAZING AREA CALCULATION REQUIREMENTS. 11. SINGLE PANE GLAZING MAY NOT EXCEED 1 % OF THE FLOOR AREA, AND ITS AREA MUST BE DOUBLED FOR USE IN GLAZING AREA CALCULATIONS. 11. BATT INSULATION MATERIALS INCLUDING FACINGS SUCH AS VAPOR BARRIERS OR BREATHER PAPERS INSTALLED IN FLOOR/CEILING, ROOF/CEILING, OR WALL ASSEMBLIES SHALL HAVE A FLAME SPREAD RATING OF LESS THAN 25, AND A SMOKE DENSITY NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH IBC/IRC STDS. 12. IN ROOF/CEILING OR WALL ASSEMBLIES VAPOR RETARDERS SHALL BE PROVIDED ON THE WARM SIDE OF THE INSULATION. THE VAPOR RETARDER SHALL HAVE 1 PERM DRY CUP RATING OR LESS, MIN 4 MIL (.004 IN.) POLYETHYLENE OR KRAFT FACED BLDG PAPER UNO. IF THE VAPOR RETARDER IS PART OF A FACED BATT INSULATION, THEN THE INSULATION SHALL BE FACE STAPLED TO AVOID COMPRESSION. 13. FOR VAULTED CEILINGS THE CAVITY SHALL BE OF SUFFICIENT DEPTH TO ALLOW A MINIMUM ONE INCH VENTED AIR SPACE ABOVE THE INSULATION. VENTILATION OF VENTED AIR SPACE BTWN JOISTS SHALL BE 1 /300 OF THE AREA ENCLOSED BY EA. JOIST PAIR AND OCCUR BTWN ALL JOIST PAIRS OVER THE ENTIRE ROOF AREA. VENT OPENING SHALL BE COVERED WITH A CORROSION -RESISTANT METAL MESH, W/ MESH OPENINGS 1 /4" IN DIMENSION. 14. AT THE EXTERIOR FACE OF THE BUILDING, JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND ROOF, OPENINGS AT PENETRATION OF UTILITY SERVICES THROUGH WALLS,FLOORS AND ROOFS; SHALL BE SEALED,CAULKED, GASKETED OR WEATHERSTRIPPED TO LIMIT AIR INFILTRATION. 15. ALL PENETRATIONS, PUNCTURES, OR TEARS OF THE VAPOR BARRIER MEMBRANE (INTERIOR OR EXTERIOR) SHALL BE SEALED W/ A TAPE OR SEALANT APPROVED BY THE MFR FOR ITS INTENDED LOCATION AND USE. 16. LEVEL OF GYPSUM BD. FINISH SHALL BE LEVEL 5 ACCORDING TO GYPSUM ASSOCIATION DOCUMENT GA-214 ( CEMENT BOARD USED AS SUBSTRATE FOR TILE SHALL BE PER CEMENT BD MFR) 17. LIGHTING AND OTHER FIXTURES SHALL BE SUPPORTED BY FRAMING, THEY SHALL NOT BE SUPPORTED BY GYPSUM WALL BD. z O II- CU D W z O CU Ir O LL II- z J z O Lu 0- O LL RES U B CIO N Feb 28 2023 O N CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W O U) cz W 0 cr PWAS#-<<C 00 28 83w� ORAL IONAL E��1 a w 0 w � 0 1:71 o cd Q i E E a cz a� 4- LL cz UO al- c U) in a� -2-9 � � � a a� co o 0 0-w 0 U � W v w cllz� �O O z i 0 O Sheet No: 1627Ph2-S501.DWG