Loading...
APPROVED BLD ENG RESUB 1-BLD2024-0330+Architectural_Plan+9.22.2024_5.29.05_PM+4515845SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM GENERAL NOTES 10. PROVIDE FIREBLOCKING, DRAFTSTOPS AND FIRESTOPS PER IRC SECTION 1. ALL WORK SHALL COMPLY WITH APPLICABLE CODES, ORDINANCES & LAWS. 718 2 2 - 718 2 7 2. CONTRACTOR SHALL VERIFY EXISTING DIMENSIONS. 11. ALL CONDUIT AND PIPING SHALL BE CONCEALED, SERVICE WATER PIPES IN 3. VERIFY ALL VARIATIONS OR DISCREPANCIES WITH THE ARCHITECT PRIOR TO UNHEATED SPACES TO BE INSULATED PER WSEC TABLE 5-12. PROCEEDING WITH THE WORK IN QUESTION. 12. A SMOKE DETECTOR SHALL BE PROVIDED ON EACH FLOOR AND IN EACH 4. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. BEDROOM / SECTION 314. THE ADDITION'S SMOKE DETECTORS SHALL 5. EXTERIOR WALL DIMENSIONS ARE TO FACE OF CONCRETE AND/OR FACE OF RECEIVE PRIMARY POWER FROM THE BUILDING'S WIRING SYSTEM AND HAVE STUD AND INTERIOR PARTITION DIMENSIONS ARE TO FACE OF STUD UNLESS BATTERY BACK UP. BATTERY OPERATED SMOKE DETECTORS SHALL BE NOTED OTHERWISE. PROVIDED BY THE OWNER IN THE EXISTING RESIDENCE. 6. NEW, HEATED EXTERIOR WALLS AND PLUMBING WALLS SHALL BE OF 2 X 4 13. EACH LIGHT OF SAFETY GLASS SHALL BE IDENTIFIED WITH PERMANENT STUDS @ 16" OC AND INTERIOR PARTITIONS SHALL BE OF 2 X 4 @ 16" OC LABEL THAT IS VISIBLE WHEN THE UNIT IS GLAZED. SAFETY GLASS SHALL BE UNLESS NOTED OTHERWISE. USED IN ALL (1) GLASS DOORS, (2) GLAZING ADJACENT TO A DOOR WHOSE 7. IN CASE OF CONFLICT WHEREIN THE METHODS OR STANDARDS OF NEAREST VERTICAL EDGE IS WITHIN 24" OF THE DOOR AND WHOSE BOTTOM INSTALLATION OR THE MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED EDGE IS LESS THAN 60" ABOVE THE FLOOR, AND (3) GLAZING HAVING AN THE REQUIREMENTS OF THE LAWS OR ORDINANCES, THE LAWS AND EXCESS OF 9 SF WHOSE EDGE IS CLOSER THAN 18" ABOVE THE FINISHED ORDINANCES SHALL GOVERN. NOTIFY THE ARCHITECT OF ALL CONFLICTS. FLOOR, VERIFY W/ ARCHITECT AND WINDOW SUPPLIER. 8. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION AND 14. THE BUILDING'S ENTRY DOOR SHALL BE SELF LOCKING AND EQUIPPED WITH COORDINATION WITH THE OTHER CONTRACTORS TO INSURE COMPLIANCE OF ADEAD-LOCKING LATCH BOLT WITH "MINIMUM THROW THAT PENETRATES DRAWINGS AND SPECIFICATIONS, THE ACCURATE LOCATION OF STRUCTURAL THE STRIKER AT LEAST DEAD BOLTS SHALL INSTALLED ON ALL MEMBERS AND OPENINGS FOR MECHANICAL, ELECTRICAL, STAIRS, AND MISCELLANEOUS OPENINGS. SLIDING DOORS SO THAT LOCK CASES ARE INACCESSIBLE FROM THE 9. ALL EXTERIOR OPENINGS, FLASHING, COUNTER FLASHING AND EXPANSION OUTSIDE. WINDOWS WITHIN 10' OF GRADE SHALL BE CAPABLE OF BEINGLOCKED. JOINTS SHALL BE WEATHERPROOFED. OPENINGS SHALL BE CAULKED, ALL LOCKS MUST BE ABLE TO BE OPENED WITHOUT THE USE OF A SEALED OR WEATHERSTRIPPED. KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. EXTERIOR DOORS SHALL HAVE VISITOR VIEW PORTS. OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. 36'-10" (15' MINIMUM) 20' 24' 34'-2" STABILIZE CONSTRUCTION ENTRANCE AS `•' REQUIRED TO PREVENT DIR & DEBRIS < 6' CEDAR FENCE 115.00' I i FROM BEING TRACKED INTO HE STREET �•;`IO,j� Obi'�pI`.�j�i��j�s`��.�I���.�IO�i'�pl�.�j�i' Jj`Ipj�•',IOI ``�O,I�� �O�°I�P,I�i;`IJ,j `Ipj�•',I ;I��p,.'�I�'•��I���.�I��ps`�I�`', j�p,`Ip�ji' k00 `�Ip`��I ��'V11 I.'�ps`y ,II`IOj� :i�0i `j�0I0I���0I�0Ipj�0lpj�•'IOj�'Ip� �OII �I�O�Ipj�Olpj�Olp i�•',�'I� Ip 0.44`11 �V00404 30 ,`�`i,`�`0`E 9 �Q p ji`I`'j�'IOj�'IOj,`pig``•I,i`Ipj�'Ipj�OI jp� j11' 4" j,,,` 4A �i�0ii'I �I`� V;4, ': 5!4,4' A�� Np�0Ip�0Ip�Np�NppJIN`�OI`�OI`�Nsi�N..i�Cii.�(t�� L.i9i►i91�.i!2i ` "W09ee�%e •IOQ.�OIp�OI I�',i•,Ii;I�,� 1•� �•� ii {•� �•� °� ii {•� 1�°� 41:a „A3 j � ��'•'•,�A ,0 ice,0V {•, {•� IQ,II�s`,I `I `,`�OI�'•�I•,�OI` eiN�epij` ja•,I �,�.�O�Ie�i`��i'�Qe�ij��.�'�Iepij��.�I�epji`,C�1d�v,0°�.e `��,I`O�j�O`�`�� O��OIp`� i' `I �.I�*li, � `W4Vp001e0 ��'�Ie��.ij��.f'�Iepij��.�OI�eji •�ei` �.O'IOIOI.0eVj �O,�0'j8I �W`,.` �` ��I�'/��I �'/��I ���I�` ��I����I���I ���N�I���� • � � NOI `,`�O,I `,`�O,I Q�jO`Q.�j�O`Q.�j�OIp�OQ�j��i'`I�.�j�0`I�.�j�s,�,.�j`�i',I`,.�i. • r r <I�OI`j�0`Q.�j�01 j�Olpj�Olpj�Olpj�Olpj�Ol° p j0448-2 ffiffiOI`j�0�`j� Olpj�0I0I O TEMPORAII YARD SHII 124 SF Ipj�O _ • ej� To O�d� :�0�`�O� :�0 STONES B �__�_I�_j•�OL�i��OL* - ��.*��N..��OI�.��O •���i�•,Iwi°O,Iwi�•� _ _ .®. _ ,.. Department Work I ADDITTION/REMODEL CODE INSPECTIOONN COMPLIANCEON JOB SITE FOR OFIPLANS MUSTBE _______________0 2' 4' 12' 24' Address: 21416 90TH AVE W...................................... OBTAIN OBTAIN ASEPARATE. --------------------------------------- Da ----------------- PERMITFRDM ""-"-"-"-"------ STATE CA.— l l PLUMBING PERMIT Owner: SCHOLTEN/YOUNG INDUSTRIES ,, FROM THE CITY OF I SITE & ROOF PLAN L--------------------- _______________----- ............................... EDMONDS. I i......................................5 1/8" = 1' 0„ Approved Date: 10/22/2024 _______ ______________ _________ * VERIFY EXISTING DIMENSIONS Building Official : /7)gwovmL#L vfALg.[L Permit NumberI BLD2024-0330 WASHINGTON STATE ENERGY CODE - 2018 RESIDENTIAL CLIMATE ZONE: 4-C ADDITIONS LESS THAN 500 SQUARE FEET: 1.5 CREDITS NEW HVAQ MITSUBISHI MSZ-GS09NA & MUZ-GS09NA 9,000 BTU/H WALL -MOUNTED INDOOR UNIT & 9,000 BTH/H HEAT PUMP OUTDOOR UNIT NEW BATH HEATER & EXHAUST FAN: PANASONIC WHISPERWARM DC FAN/HEATER COMBO SPRAY FOAM INSULATION / APPROVED APPLICATOR 2# CLOSED CELL HALOGEN -FREE POLYISO INSULATION FROM GAF OR APPROVED EQUAL R-7/ INCH PRESCRIPTIVE INSULATION REQUIREMENTS WALLS R-21 3INCHES FLOOR R-30 4.28INCHES ROOF R-49 7INCHES HOT WATER PIPE INSULATION. INSULATION FOR HOT WATER PIPE, BOTH WITHIN AND OUTSIDE THE CONDITIONED SPACE, SHALL HAVE R-3 OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE EXISTING DRIVEWAY 25-2.. I. I Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per city standards that is caused or occurs during the permitted project. APPROVE DNNING Noise generated by mechanical equipment must meet the standards in ECC 5.30 Zone RS-8 Corner N Flag N Setbacks: Required Actual Front .25' 25' Sides i 7.5' 7.5' .� C� Rear :..l.J.. 36'10" Other i..... ._. Height _2 <25' VICINITY MAP ' ao- ito 01 1/ 1S 15 13 11 1 ] J . S S ] 1 TOM LEGAL DESCRIPTION: ROSEWOOD BLK 000 D-00-LOT 3 GENERAL INFORMATION OWNERS: BRUCE & MARTHA SCHOLTEN/YOUNG PROJECT: RESIDENTIAL ADDITION AND IMPROVEMENTS ADDRESS: 21416 90th AVE - EDMONDS, WA 98026 TAX PARCEL:#00560900000300 ZONING: RS-8 LOT AREA: 70' X 115'= 8,050 SF PERMANENT LOT COVERAGE: 1,741 SF OR 22% (35% ALLOWED) TEMPORARY BUILDINGS COVERAGE: 240 SF OR 0.03% PROPOSED ADDITION: 320 SF PERVIOUS TERRACE: 182 SF INTERIOR IMPROVEMENTS: 320 SF MIN. SIDE YARD: 7.5' (8'-7" ACTUAL) MIN. REAR YARD: 15' (36'-10" ACTUAL) MAX. HEIGHT:-14' (25' ALLOWED) TOTAL NEW IMPERVIOUS SURFACES = 320 SF TOTAL EXCAVATION: 643.18 CF REDISTRIBUTED ON SITE INSULATION: POLYISOCYAN U RATE CLOSED CELL SPRAY FOAM @ R7/INCH. FLOORS-R30, WALLS-R21, ROOF-R49 I• M Bruce Scholten & Martha Young-Scholten RESIDENTIAL ADDITION & IMPROVEMENTS 21416 90th Ave W. EDMONDS, WA 98026 APPROVED BY P,_ANNING LEGEND o�,2'2d24 LOT LINE NEW 2 X 4 WALL NEW CONIC WALL EXISTING TO REMAIN dL CLOSED CELL FOAM INSUL _________— RELOCATED, DEMOLISHED OR ABOVE 2' PRE -CONSTRUCTION TOPO CONTOURS -0-0-0-0-0-0-0- SILT FENCE * 6' CEDAR FENCE SS SANITARY SEWER PEREVIOUS LANDSCAPING IMPERVIOUS SURFACES STABILIZED CONST. ENRANCE NEW PERVIOUS TERRACE NEW ROOF 0 SS CLEAN -OUT 0 MAIN WATER VALVE * GIVEN THE SITE'S EXISTING FOUNDATION AND GARDEN WALLS, SILT FENCES MAY NOT BE NEEDED. ENGINEERING DIVISION APPROVED AS NOTED i=G`G`-`ga",* -u 09/27/2024 pla I Philllip Lehn Architect 16202 72ND AVE. W. EDMONDS, WA 98026 plehn@lehndesign.com C - 425.745.8949 ehndesign.com STRUCTURAL ENGINEER GregoryJuttner, PE, SE Associate Principal SWENSON SAY FAGET 2124 3RD AVE. SUITE 100 SEATTLE, WA 98121 gjuttner@ssfengineers.com C 206.209,8262 0 206.956.3759 ssfengineers.com INDEX Al TITLE, SITE PLAN, GEN. INFO A2 FOUNDATION PLAN A3 MAIN FLOOR PLAN A4 BLDG SECTIONS A & B/N. ELEV. A5 WEST & SOUTH ELEVATIONS A6 SECTION C, INT. ELEVS. & DETS. A7 INT. ELEVS. BATH & KITCHEN Sl MAIN FLR FRAMING & FND PLAN S2 ROOF NOTES & FRAMING PLAN S3 GENERAL NOTES S4 STRUCTURAL NOTES & DETAILS S5 STRUCTURAL DETAILS El ELECTRICAL PLAN see REGISTERED ARG" IFel,'i' 7 � 1IEF.iP iEHPS ? 7 a.s OF 9yASHINCTRN TITLE, GENERAL INFORMATION & SITE PLAN Y.. = 1'- 0" *VERIFY EXISTING DIMENSIONS RESUB Sep 23 2024 AAA 111 CITY OF EDMONDS _ 1 DEVELOPMENTSERVICES DEPARTMENT SEPTEMBER 20, 2024 Arm i4w 12 12 4* 4* THE EXISTING SHALL BE DETERMINE[RUCTURE Y THE GENERAL CONTRACTORRING DEMOLITION & CONFIRMEDTHE ARCHITECT TRUSS PLATE LIVING III I KITCHEN SIN I -' KITCHEN TOP OF SUBFLR -IN CUT EXIST'G FND WALL FOR 18"X24" MIN. ACCESS N BETWEEN CRAWLSPACES EXISTING CRAWLSPACE SECTION A Y4' =1'-0„ *VERIFY EXISTING DIMENSIONS 12 12 4* 4* him I EXIST'G. TRUSS PLATE _ FxIST'c nR R.o.> LIVING KITCHEN � o I 12 4* R-21 2LB CLOSED CELL HFO SPRAY TYP. NEW RF/CLG \ FOAM INSUL IN WALL BETWEEN BATH COMP SHINGLES TO MATCH EXIST'G ON 15# BLDG — & RE. OVER FRAMING PAPER ON 15/32"CDX ON VAULTED MFR TRUSSES @ 24"OC W/ R-49 2 LB CLOSED CELL HE SPRAY FOAM INSUL. & %" GWB CLG W/ LIGHT TEXTURED FINISH & VB PAINT BATH MITSUBISHI MASTER BEDROOM WALLMOUNTED TYP. INTERIOR WALL INDOOR HEATER TYP. NEW EXTERIOR WALL 2X4@ 16"OC w/Y"GWB BOTH PAINTED BEVELED HARDIE PLANK TO MATCH EX. SIDES MOISTURE RESISTANT EXPOSURE ON 15/32"CDX ON 2x4 @ 16"OC W/ R-21 IN BATH TYP. LIGHT 2LB CLOSED CELL HFO SPRAYFOAM INSUL. & %" GWB TEXTURED FINISH & V.B. CLG W/ LIGHT TEXTURED FINISH & VB PAINT PAINT, CEMENTIOUS BD. TUB TYP. NEW FLOOR WALL SURROUND FOR CARPET & PAD BY OWNER ON THIN —SET TILE 3/4" SUBFLR ON LVL 1—Y4" X 11-7/8" @ 16" OC W/ R-30 2LB CLOSED CELL LED SPRAYFOAM INSUL. DRILL (3) 2" HOLES / 16" & INSERT GAL . MTL VENTS IN BLOCKING BELOW NEW CRAWLSPACE INSULATION AND SECURE / STRUCTURAL EXCAVATE NEW CRAWLSPACE TO EXIST'G LEVEL NEW 8" STL REINS & COVER & LAP 12" UP FND WALL SIDES w/ �? POLYETHELENE TO MATCH EXIST'G CONC. FND WALL ���� PROTECT & SEE DET 2: A5 PRESERVE EXISTING FIN. FILE. rt %"X4 PAINTED CDR SILL TRIM EXIST'G CRAWLSPACE " C.I.P. CONC. TERRACE BORDER FRAME FOR 2"X24"X24" PRECAST CONCRETE SQUARES PROVIDED BY OWNER ON 4" SAND ON CRAWLSPACE PERVIOUS GEO FILTERFABRIC ON 6" FREE DRAINING GRAVEL ----------------------- �I SECTION B / NORTH ELEVATION L --I-� )/4-=1-0„ *VERIFY EXISTING DIMENSIONS 12 4* MATCH EXISTING TYP. I 14.89' ADDITION'S RIDGE PAINTED CDR FACIAS & PAINTED MET. GUTTERS M TO MATCH EXIST'G 11.73' EXIST'G TRUSS PL. �ro 10.59' NEW TRUSS PL. 10.37'* EXIST'G DR R.O. f I� HARDIE PLANK CORNERS, & TRIM TO MATCH EXIST'G * EXIST'S SUBFLR. "v M 0.00' 15.89EX NS-11102ERF. RIDGE „ 14.89' ADDITION'S RIDGE a 11.73' EXIST'G TRUSS PLATE 7 _ 10.37'* EXIST'G. DR. R.O. � HARDIE PLANK LAP SIDING, CORNERS, & TRIM kTO MATCH EXIST'G 3.79* EXIST'G SUBFLR. MIS 3.46' NEW TERRACE 2 31'* EXIST'G CONC. WALL M I PROTECT & PRESERVE M N 0.00'* ASSUMED EXISTING ROCK WALL I a, CRAWLSPACE REAR GRADE Bruce Scholten & Martha Young-Scholten RESIDENTIAL ADDITION & IMPROVEMENTS 21416 90th Ave W. EDMONDS, WA 98026 0 pla I Philllip Lehn Architect 16202 72ND AVE. W. EDMONDS, WA 98026 plehn@lehndesign.com C - 425.745.8949 lehndesign.com STRUCTURAL ENGINEER Gregory Juttner, PE, SE Associate Principal SWENSON SAY FAGET 2124 3RD AVE. SUITE 100 SEATTLE, WA 98121 gjuttner@ssfengineers.com C 206.209.8262 0 206,956.3759 ssfengineers.com INDEX AT TITLE, SITE PLAN, GEN. INFO A2 FOUNDATION PLAN A3 MAIN FLOOR PLAN A4 BLDG SECTIONS A & B/N. ELEV. A5 WEST & SOUTH ELEVATIONS A6 SECTION C, INT. ELEVS. & DETS. A7 INT. ELEVS. BATH & KITCHEN S1 MAIN FLR FRAMING & FND PLAN S2 ROOF NOTES & FRAMING PLAN S3 GENERAL NOTES S4 STRUCTURAL NOTES & DETAILS S5 STRUCTURAL DETAILS F1 ELECTRICAL PLAN f: REGISTERED E (IF WASHINGTON BLDG. SECTIONS A & B Y„_1,-0„ RESUB A_ 4 Sep 23 a4 SEPTEMBER 20, 2024 11' l (E) %" CDR & HARDIE BD. SIDING 6 GA COPPER SIDING STOP N ATTACHED TO SHEATHING W/ COPPER TACKS 12" STAGGERE BOTH SIDES OF CRIMP. NEW HARDIE BD. SIDING d. - SIDING SEPARATOR 3" = T- 0" J WITH WOVEN FILTER FABRIC FILLEDAND WEST DRAINING GRAVEL RBOTH 1/4" = T- 0" 1/4" = T- 0" V Bruce Scholten & Martha Young-Scholten RESIDENTIAL ADDITION & IMPROVEMENTS 21416 90th Ave W. EDMONDS, WA 98026 no pla I Philllip Lehn Architect 16202 72ND AVE. W. EDMONDS, WA 98026 plehn@lehndesign.com C - 425.745,8949 lehndesign.com STRUCTURAL ENGINEER Gregory Juttner, PE, SE Associate Principal SWENSON SAY FAGET 2124 3RD AVE. SUITE 100 SEATTLE, WA 98121 gjuttner@ssfengineers.com C 206.209.8262 0 206.956.3759 ssfengineers.com 1►1D]0I Al TITLE, SITE PLAN, GEN. INFO A2 FOUNDATION PLAN A3 MAIN FLOOR PLAN A4 BLDG SECTIONS A & B/N. ELEV. A5 WEST & SOUTH ELEVATIONS A6 SECTION C, INT. ELEVS. & DETS. A7 INT. ELEVS. BATH & KITCHEN Sl MAIN FLR FRAMING & FIND PLAN S2 ROOF NOTES & FRAMING PLAN S3 GENERAL NOTES S4 STRUCTURAL NOTES & DETAILS S5 STRUCTURAL DETAILS El ELECTRICAL PLAN RE(P g y AR '` ITF:CI' �resE OF WASfjM4CT0.1j ;i• WEST & SOUTH EXTERIOR ELEVATIONS RESUB A — 5 Sep 23 2024 — OF EDMONDS DRVELOPMENT SERVICES SEPTEMBER 20, 2024 INSERT NEW WINDOW INTO EXIST'G WALL 1X RED OAK SILL, STAINED & SEALED _ w/ SATIN FIN. TYP. 1X3 RED OAK BASE STAINED & SEALED w/ SATIN FIN TYP. N FL JOISTS & SHEATHING / PLAN TEMU HEAVY—DUTY SLIDING BARN \ DOOR HARDWARE KITS TYP. RED OAK Fln��c e9m ram �i 1 �110 11 lIE �1 1 SOUTH STORAGE WALL - INTERIOR ELEVATION 1/8" & 1/4" = T- 0" SHEAR WALL / PLAN 2X4@16"OC w/ R21 INSUL NAILING/SHEAR WALL SCHED 5'-6" -2x BLKG B/W JOISTSa PT 2X6 PLATE w/AB /SHEAR WALL SCHED. PRESERVE & PROTECT (E) CONC STAIR, WALL & ROCKERY Y"GWB w/ LIGHT TEXTURED FIN. TYP. TYP. HD. WD. FLR'G. ON Yz" PLYWD. I 1x4 OAK BASE TYP. CARPET & PAD B.O. 9„ 3 81„ 4 4 LED ROPE LIGHT 1/4"THICK POLYCARBONATE TRANSLUCENT MEMBRANE 3j6'X%" X11" F— SHAPED BRASS BRACKET ATTACH W/ _iN BRASS WD SCREWS 1 X 4 OAK STAINED & FINISHED TO MATCH (E) HD WD FLR. Y z" GWB ON 2X4'S @ 2' OC. 3. BEDROOM LIGHT VALANCE 1/8" & 1/4" = T- 0" 2. RAISED CLOSET BASE ALL FASTENERS INTO 1/8" & 1/4" = T- 0" PRESSURE TREATED WD SHALL BE GALV OR SS PER GENERAL NOTES 8d @ 6" OC R30 INSUL A35 / TOP PLATE DRILL(3) 2"4 HOLES/ (2)16d TOENAILS \ 16" & INSERT GALV. THRU EA JOIST MTL VENTS CENTER MITSUBISHI M9—GS99WA- 9,000 BTU/H WALL MOUNTED (2)#4 CONT TOP WALL UNDER ON 1 EA SIDE OF AB I o 1ao-1/2' CLR \ / #4 @ 12" OC VERT. i— FACE OF #4 @ 12" OC HORIZ. "/1' 6" HALL's WALL \ (3)#4 CONT BOT �IW N �o a 0 - I - - - 81, 1 '-4" 2' — 9" 2' 5 FOUNDATION AT CANTILEVER 112" & 1" = T- 0" NEW CRAWLSPACE VENTILATION 198 SF @ Y3oo = 0.66 SF = 95 SQ IN 2"4 HOLES = 3.4159 SQ. IN./ VENT 95 SQ. IN. / 3.4159 = 27.8 VENTS 28 / 11 JOIST BAYS = (2.5) 2"0 VENTS / BAY 4. BEDROOM LIGHT VALANCE 1/8" & 1/4" = T- 0" (34) 2"0 HOLES &GALV. MTL VENTS THRU BLKG EXCAVATE TO ALIGN NEW WITH EXISTING CRAWLSPACE 6 BUILDING SECTION C - C 1/2" & T' = 1'- 0" 14.87' ADDITION'S RIDGE 11.51' EXIST'G TRUSS PLATE. T 10.37' EXIST'G. DR. R.O. i 2: S1- SIM 3.79' EXIST'G SUBFLR. `. 3.46' NEW TERRACE ! i 2.31' EXIST'G CONC. WALL Bruce Scholten & Martha Young-Scholten RESIDENTIAL ADDITION & IMPROVEMENTS 21416 90th Ave W. EDMONDS, WA 98026 pla I Philllip Lehn Architect 16202 72ND AVE. W. EDMONDS, WA 98026 plehn@lehndesign.com C - 425.745,8949 ehndesign.com STRUCTURAL ENGINEER Gregory Juttner, PE, SE Associate Principal SWENSON SAY FAGET 2124 3RD AVE. SUITE 100 SEATTLE, WA 98121 gjuttner@ssfengineers.com C 206.209.8262 0 206.956.3759 ssfengineers.com INDEX Al TITLE, SITE PLAN, GEN. INFO A2 FOUNDATION PLAN A3 MAIN FLOOR PLAN A4 BLDG SECTIONS A & B/N. ELEV. A5 WEST & SOUTH ELEVATIONS A6 SECTION C, INT. ELEVS. & DETS. A7 INT. ELEVS. BATH & KITCHEN Sl MAIN FLR FRAMING & FIND PLAN S2 ROOF NOTES & FRAMING PLAN S3 GENERAL NOTES S4 STRUCTURAL NOTES & DETAILS S5 STRUCTURAL DETAILS El ELECTRICAL PLAN "`-Sam REGI� STERf( PsRG' ITECT 36:3N LEHIN E L'-F WASHINGTON 0.00' (ASSUMED) CRAWLSPACE SECTION C, SOUTH STORAGE WALL & DETAILS RESUB A— /� i Sep 23 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SEPTEMBER 20, 2024 \ I \ 2 PANASONIC VENT FAN/ HEATER COMBO E I I I I c I I BATH 1 _- 3517 """ II i IN�TYNCKFI PI ATFD TRAP PAR DURAVIT 700407000000090 I BATH - N I I I I I I I E-- — ---- STAIN GRADE BIRCH DR W/ I w OBSCURED SAFETY GLASS \ l I I� I I \ \ I \ I \ -LL-- w CT 2 T NEW WD. FL RG O TO MATCH (E) \ 6 \ 5 BATH ENLARGED FLOOR PLAN 1" &%" = T-0" 2 BATH -E 3 BATH - W DI RE CUP DRAIN & LIGHT SHELF GLA S ARE 2- 2 — — \ 20"x30� 55 SINK / — J — RECYCLE RO L-0 T DISHWASHER CUT'G EDS, SHEL S FO SERVING TRAYS & LASS BAKI BAKING DI H ® SHEETS 6 KITCHEN WEST 1" &%" = T-O" 7 KITCHEN EAST 1" &%" = T-0" 1x3 RED OAK SANDED, o STAINED, & SEALED D w/SATIN FIN. TYP m M O HF1xl Y'; --EXH�U T�FAN.— II IIIH 4 BATH - S I I I I \ I I I I I I EXIST'G \ REFR DGE & ER EZER REL CATED 00 0 00 RANE RASIE RELOCATED 1X RED OAK SILL, STAINED & SEALED w/ SATIN FIN. TYP. 8 KITCHEN NORTH 1" &%" = T-0" 9 KITCHEN SOUTH 1" &%" = T-O" DET. WRAPS AROUND HEAD TYP. INTERIOR DOOR Y2"X 1"(ACTUAL) STOP. X4 JAMB BEDEX CORNER GUARDS BOTH SIDES TYP. Y2" GWB LIGHT TEXTURE BOTH SIDES. U.N.0 2X4016"OC TYP 10 TYP. INTERIOR DR. JAMB (NTS) Bruce Scholten & Martha Young-Scholten RESIDENTIAL ADDITION & IMPROVEMENTS 21416 90th Ave W. EDMONDS, WA 98026 pla I Philllip Lehn Architect 16202 72ND AVE. W. EDMONDS, WA 98026 plehn@lehndesign.com C - 425.745,8949 lehndesign.com STRUCTURAL ENGINEER Gregory Juttner, PE, SE Associate Principal SWENSON SAY FAGET 2124 3RD AVE. SUITE 100 SEATTLE, WA 98121 gjuttner@ssfengineers.com C 206.209.8262 O 206.956.3759 ssfengineers.com 1►D71111110 Al TITLE, SITE PLAN, GEN. INFO A2 FOUNDATION PLAN A3 MAIN FLOOR PLAN A4 BLDG SECTIONS A & B/N. ELEV. A5 WEST & SOUTH ELEVATIONS A6 SECTION C, INT. ELEVS. & DELLS. A7 INT. ELEVS. BATH & KITCHEN Sl MAIN FLR FRAMING & FIND PLAN S2 ROOF NOTES & FRAMING PLAN S3 GENERAL NOTES S4 STRUCTURAL NOTES & DETAILS S5 STRUCTURAL DETAILS El ELECTRICAL PLAN REGIP s.. li! UP LEii'S .`a�CC 3,F 47e1S433N(:TtZ41 �' KITCHEN & BATH INTERIOR ELEVATIONS & DETAILS RESUB Sep 23 2024 q-7 SEPTEMBER 20, 2024 EXTEND SERVICE TO MARTHA'S POTTING SHED EXTEND SERVICE TO YARD SHED o \ I \ \ v I \ \ I \ I PROTE T & \ PRESL VE (E) \ C STONF & C.I.P \ — CONC. STAIR, \ & wdLL BED 1 \ — I / / I / / / CARPET 4 — & PAD CT BATH 1 BATH STORAGE -----13'-10" �---6--2„ 20' 11 UI�_j i,_j O -I00 O -I00 0 DINING SIN O N - E i I - I- _I00 I\ KITdHEN GDI \ \ -� - DAr - \ I I NEW WD. FLRG ,—TO MATCH (E) - - D - I ' me / I FEATHER NEW WD REFINISHED EXIAK FLR'G INTO (E) --t-- TOSMATCH NEW I LIVING I Gq r7 U I I I I REM04 LINOLEUM & REFURTISH OAK T MATCH EXISTING I LIGHTS RECESSED/SLOPING CLG/STD SOCKET RECESSED/SLOPING CLG/STD SOCKET/BATH G. KOVACS 20.5" BATH LIGHT#W1273 RECESSED/ FLAT CLG/STD SOCKET I (j) SURFACE MTD PENDANT B -IA4 O RECESSED/FLAT CLG/STD SOCKET/PIN HOLE SPOT Y GARBAGE DISPOSAL Q CRAFTMAN CR 489 GARDEN LANTERN ® LED LIGHT STRIP w MOTION DETECTING SWITCH SWITCHES SINGLE POLE DIMMER SWITCH I $3 3 WAY SWITCH DIMMER $4 4 WAY SWITCH DIMMER 0 OCCUPANCYSENSOR 0 SMOKE DETECTOR A A4 OUTLETS / DUPLEX RECEPTACLE OUTLET / w EXTERIOR DPLEX RECEPTACLE OUTLET _14�GD GARABAGE DISPOSAL (RELOCATE) / e (E) ELEC. PANE BDi( \ =(gR RANGE (RELOCATE) / N \�r REFRIGERATOR (RELOCATE) / / / ELECTRIC CAR OUTLET #\cfrTHAUST FAN / / N CABLE/v\\ / GARAGE / ❑ INTERNET/NETWOR, — — — — — — — — — — —< ® EXISTING PANEL BOX \ O \ \ i N >DN (1) 7" R NOTE: RECESSED LIGHT FIXTURES INSTALLED IN \ N \ THE BUILDING THERMAL ENVELOPE SHALL BE \ AIR TIGHT AND IC RATED. DN t EXIST'G C.I.P. 1 — — CONC STAIR — — Bruce Scholten & Martha Young-Scholten RESIDENTIAL ADDITION & IMPROVEMENTS 21416 90th Ave W. EDMONDS, WA 98026 pla I Philllip Lehn Architect 16202 72ND AVE. W. EDMONDS, WA 98026 plehn@lehndesign.com C - 425.745,8949 ehndesign.com STRUCTURAL ENGINEER Gregory Juttner, PE, SE Associate Principal SWENSON SAY FAGET 2124 3RD AVE. SUITE 100 SEATTLE, WA 98121 gjuttner@ssfengineers.com C 206.209.8262 0 206.956.3759 ssfengineers.com N / INDEX Al TITLE, SITE PLAN, GEN. INFO A2 FOUNDATION PLAN A3 MAIN FLOOR PLAN A4 BLDG SECTIONS A & B/N. ELEV. A5 WEST & SOUTH ELEVATIONS A6 SECTION C, INT. ELEVS. & DETS. A7 INT. ELEVS. BATH & KITCHEN Sl MAIN FLR FRAMING & FIND PLAN S2 ROOF NOTES & FRAMING PLAN S3 GENERAL NOTES S4 STRUCTURAL NOTES & DETAILS S5 STRUCTURAL DETAILS El ELECTRICAL PLAN "1831, REGISTERED ARCITe:CT -W LEHN; F k F WASHINGTON RESUB ELECTRIC PLAN Sep 232024 aTv OFEDMONDS DEVELOPMENT EE—CEs E-1 5-5.25" 5'-5.25" 10'-10.5" SEPTEMBER 20, 2024 7" 115.00' TOP & BOT W.P. MEMB BTWN SHEARWALL/PLAN CONIC.&WD. TO 6" NAILING/SHEARWALL SCHEDULE ABV. CONC. CURB. (4)8d INTO EA 2xBLOCK @ 4'OC I.P. CONC. SURROUND r-- - BEAM/PLAN NORTH SIDES SMOOTH _ J ROWELED FINISH A35 / SHEARWALL SCHEDULE (2)16d THRU EA BLOCK j P.T.2x6 PLATE w/A.B./SHEARWALL SCHED. (%"0 @ 4'OC ELSEWHERE)ME (2)#4 CONT.TOP(1 EA SIDE OF A.B.) m VA Vi - #4@ 12"OC HORIZ. CTRD. &PROTECT #4@ 18"OC VERT. CTRD.(ALT BENDS) ROCKERY (2) #4 CONT. BOT. BED 2 BED 3 ABOVE ABOVE 1 : S-1 GARDEN TERRACE SURROUND DETAIL @ N. & W. EDGE ALONG ROCKERY 3/4" & 1-1/2" = T- 0" FLOOR FRAMING PLAN NOTES: (TYPICAL, UNLESS NOTED OTHERWISE) VA //%//. ------------------ ----- BED 4 //. DO ABOVE BATH 2 ---------- GARDEN TERRACE SURROUND DETAIL ABOVE @ E & S SIDES ALONG HOUSE E FLOOR E FLOOR 3/4" or 1-1/2" = T- 0" -.\ FRAMING f' 1 FRAMING F NEW `' -_ - --- _ ____________ ___ ___ H.B. ___ __ 1:51-$IM I PRESERVE & PROTECT L---- SEAL (E) CRAWLSPA ACCESS w/1 /2"' CEM BD. & 1"' DRAINAGE E NT AT EXIST'G STONE WALL BEFORE BACKFILL 1. DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. 2. FLOOR SHEATHING SHALL BE Y4"A.P.A. RATED PANELS (EXPOSURE 1, SPAN RATING 48/24), FACE GRAIN PERPENDICULAR TO FLOOR FRAMING PER B-A4 PLAN. NAIL AT ALL FRAMED PANEL EDGES WITH 8D V AT 6" O.C. AND TO ALL INTERMEDIATE FRAMING AT 12" O.C. 3. FLOOR JOISTS SHALL BE LVL 1-3/4 X 11-7/8" @ �JO 16" O.C. 4. BLOCKED FLOOR DIAPHRAGM. PROVIDE 2X4 FLAT A-A4 BLOCKING AT ALL UNFRAMED PANEL EDGES. NAIL V SHEATHING TO BLOCKING WITH TYPICAL PANEL ENESERVE & PROTECT NAILING. THE EXIST'G CONC. STAIR & WALL 5. MANUFACTURED LUMBER PRODUCTS (LSLL, LVL, PSL, s: 6 GL) 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 12%. BLOCKED 6. ALL POSTS ABOVE SHALL BEAR FULLY ON BEAMS DIAPHRAGM PER OR POSTS BELOW AND SHALL HAVE CONTINUOUS PLAN NOTE #4 FULL BEARING THROUGH FLOORS TO THE FOUNDATION. (3) LVL 1-3/4"x11-7/8 ALIGNED OVER STEM WALL STEP AS REQ TO MINIMIZE EXCAVATION & ALIGN BOTTOM OF NEW FTG WITH BOTTOM OF (E) RETAINING WALL / 2:5-4 I NEW CRAWLSPACE 18" MIN HEIGHT (1) VL 1-3/4 X 11 88 @ 16 OC (3)LVL 1-3/4"x11-7/8 ALIGNED OVER STEM WALL EXISTING CRAWLSP DINING ABO�E 2: S-1 SIM KITCHEN AE - 2x LEDGER - CUT 24"x33"MIN. OPENING IN (E) FOUNDATION WAI I : S-4 7. REFER TO GENERAL STRUCTURAL NOTES FOR — - EXTEND 2'x10' DPI 2:S-1 PROVIDE STL DOWELS WHERE ADDITIONAL REQUIREMENTS. L FTG SOUTHWARD SIM NEW FTG MEETS (E) CONIC PER 1'-6" OFF FACE ` -__ PLAN NOTE #4 BOTH SIDES OF STEM WALL FACE OF NEIGHBOR'S FENCE ASSUMED PROPERTY LINE. 5' 5' LIVING ji ABOVE B-A4 v TRIM OUT GARAGE NEW STEP (E) SLAB ON GRADE >(1)7"R EXISTG C.I.P. GONG STAIR EXIST'G CONIC SIDEWALK 115.00, CEDAR TRELLIS - (3) 6x6"x10' CDR POSTS SUBMERGED 2' INTO FREE DRAINING P GRAVEL FILLING 1'0x2' HOLE. JOIN 5/4x2"x11' SELECT CDR RAILS @ 12"OC w/ 1 BRASS WD SCREW / POST MAIN FLOOR FRAMING & FOUNDATION PLAN 1/8" & 1/4" = T- 0" NEW FRAME WALL NEW GONG STEM WALL (E) GONG STEM WALL ------------- RELOCATED, DEMOLISHED OR ABOVE 8— SPAN/FRAMING DIRECTION �e3�- EXTENT FOUNDATION PLAN NOTES: (TYPICAL. UNLESS NOTED OTHERWISE)_ 1. DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS, 2. THE BOTTOM OF ALL EXTERIOR FOOTINGS SHALL BE 18" MINIMUM BELOW GRADE. 3. PROVIDE CORNER BARS PER TYPICAL DETAILS AT ALL WALL AND FOOTING INTERSECTIONS. 4. PROVIDE EPDXY GROUTED #4 X 2'-6" DOWELS EMBEDDED A MINIMUM OF 6" IN TO EXISTING CONCRETE TO MATCH NEW HORIZONTAL REINFORCING. TYPICAL WHERI NEW CONCRETE WALL OR FOOTING TERMINATES AT EXISTING CONCRETE. EPDXY GROUT PER GENERAL STRUCTURAL NOTES. 5. ALL POSTS ABOVE SHALL BEAR FUL� BEAMS OR POSTS BELOW AND SHALL CONTINUOUS FULL BEARING THROUGH FLOORS TO THE FOUNDATION. 6. VERIFY EXISTING CONTINUOUS CONCRETE FOOTING AROUND THE PERIMETER OF THE EXISTING STRUCTURE. 7. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. RESUB Sep 23 2024 Bruce Scholten & Martha Young-Scholten RESIDENTIAL ADDITION & IMPROVEMENTS 21416 90th Ave W. EDMONDS, WA 98026 no pla I Philllip Lehn Architect 16202 72ND AVE. W. EDMONDS, WA 98026 plehn@lehndesign.com C - 425.745,8949 ehndesign.com STRUCTURAL ENGINEER Gregory Juttner, PE, SE Associate Principal SWENSON SAY FAGET 2124 3RD AVE. SUITE 100 SEATTLE, WA 98121 gjuttner@ssfengineers.com C 206.209.8262 O 206.956.3759 ssfengineers.com SEPTEMBER 16, 2024 N *-11 . REGISTERED ARC` ITe:CT F OF WASHINGTON MAIN FLOOR FRAMING & FOUNDATION PLAN CITY OF EDMONDS DEVELOPMENTSERVICES DEPARTMENT S-1 ROOF FRAMING PLAN NOTES TYPICAL, UNLESS NOTED OTHERWISE DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. ROOF SHEATHING SHALL BE 1/2" A.P.A. RATED PANELS (EXPOSURE 1, SPAN RATING 32/16), FACE GRAIN PERPENDICULAR TO ROOF FRAMING PER PLAN. NAIL SHEATHING AT ALL FRAMED PANEL EDGES WITH BD AT 6"O.C. AND TO ALL INTERMEDIATE FRAMING AT 12" O.C. ROOF FRAMING: PRE —MANUFACTURED ROOF TRUSSES AT 24" O.C. HEADERS OVER DOOR AND WINDOW OPENINGS SHALL BE (2)2X8 MINIMUM. PROVIDE (2) TRIMMER STUDS (MINIMUM) AT EACH END OF ALL HEADERS UNLESS NOTED OTHERWISE ON PLANS. SEE TYPICAL DETAILS FOR INSTALLATION. 5. PROVIDE (2) STUDS (MINIMUM) AT EACH END OF ALL BEAMS UNLESS NOTED OTHERWISE ON PLANS. 6. W /_ INDICATES SHEAR WALL. SEE SHEARWALL SCHEDULE FOR CONSTRUCTION REQUIREMENTS. 7. ALL EXTERIOR WALLS SHALL BE W6, UNLESS NOTED OTHERWISE ON PLANS. 8. PROVIDE H1 HURRICANE TIE AT EACH RAFTER WHERE IT BEARS ON EXTERIOR WALL. 9. MANUFACTURED LUMBER PRODUCTS (LSL, LVL, PST, GL) 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 12%. 10. SPLICE ALL TOP PLATE SPLICES PER TYPICAL DETAILS. 11. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. 115.00' B-A4 1 A A4 TYP RF 4 11 FRAMING W �G\S„ o TMFR \ TYP RF MING \BED 1 I SHEATHE AND NAIL ALL EXTERIOR WALLS PER W6, TYP U.N.O. 115.00, BED 2 \ \ BATH 2 O O DINING HTS TRUSS TO (E) TOP PLATE KITCHEN HATCHING /AREA OF OVERFRAMING PROVIDE 2X8@24" OC AS NEEDED 2:56 1.. 5 ALIGN TRUSS OVE SHEARWALL BE DN VOP 'T'6 TOP PLATE BED 4 I -- Y4"PLYWD HINGEC CRAWLSPACE ACCESS HATCH OVER W/ 2" POLYISO INSULAI I TO MATCH EXISTI ON FINISHED G FLOOR B A4 LIVING v A-A4 v RELO ATE\&uREPLACE EXISTING UP RODEXTERIOR B RA3ED > (1) r' R GARAGE HDR ROOF FRAMING PLAN 1/8" & 1/4" = T- 0" i I (E) ROOF FRAMING \ I \ I Bruce Scholten & Martha Young-Scholten RESIDENTIAL ADDITION & IMPROVEMENTS 21416 90th Ave W. EDMONDS, WA 98026 pla I Philllip Lehn Architect 16202 72ND AVE. W. EDMONDS, WA 98026 plehn@lehndesign.com C - 425.745,8949 lehndesign.com STRUCTURAL ENGINEER Gregory Juttner, PE, SE Associate Principal SWENSON SAY FAGET 2124 3RD AVE. SUITE 100 SEATTLE, WA 98121 gjuttner@ssfengineers.com C 206.209.8262 O 206.956.3759 ssfengineers.com SEPTEMBER 16, 2024 *�"Iq3' 1 . REGISTERED fsRC` ITe�l;1 ? C+ LEHN'+ F OF WASHINGTON ' FRAMING NOTES & ROOF FRAMING PLAN RES U B 1/4" = T- 0" Sep 23 2024 CITY OF EDMONDS DEVELOPMENTSERVICES DEPARTMENT C _���'''111 GENERAL NOTES CRITERIA 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (2018 EDITION). 2. DESIGN LOADING CRITERIA: RESIDENTIAL - ONE AND TWO-FAMILY DWELLINGS FLOOR LIVE LOAD ........................ 40 PSF ROOF ROOF LIVE LOAD ......................... 25 PSF MISCELLANEOUS LOADS PARTITION LOADING ....................... 15 PSF MECHANICAL UNITS .......... WEIGHTS FURNISHED BY MANUFACTURER PHOTOVOLTAIC PANEL SYSTEMS ................... 5 PSF DEFLECTION CRITERIA LIVE LOAD DEFLECTION ..................... L/360 TOTAL LOAD DEFLECTION ..................... L/240 ENVIRONMENTAL LOADS RAIN ........................... 1.5 IN/HR SNOW ...... Ce=1.0, Is=1.0, Ct=1.1, Cs=1.0, Pg=25 PSF, Pf=20 PSF WIND ....... GCpi=0.18, 97 MPH, RISK CATEGORY II, EXPOSURE "B" EARTHQUAKE . ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE LATERAL SYSTEM: LIGHT FRAMED SHEAR WALLS SITE CLASS=D, Ss=128, Sds=103, S1=45, SD1=56, Cs=0.158 SDC D (DEFAULT), le=1.0, R=6.5 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. QUALITY ASSURANCE 10. 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. 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. 11. 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 GLUING, NAILING, BOLTING, ANCHORING AND OTHER FASTENING OF COMPONENTS WITHIN THE SEISMIC FORCE, RESISTING SYSTEM INCLUDING SHEAR WALLS, DIAPHRAGMS, DRAG STRUTS, BRACES AND HOEDOWNS. GEOTECHNICAL 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24 25 12. 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. F SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. 26. 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 .......................... 1500 PSF LATERAL EARTH PRESSURE (RESTRAINED/UNRESTRAINED) ...... 55 PCF/35 PCF ALLOWABLE PASSIVE EARTH PRESSURE (FS OF 1.5 INCLUDED)....... 300 PCF COEFFICIENT OF FRICTION (FS OF 1.5 INCLUDED)...................0.3 RENOVATION 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. 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. 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 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, REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 60, FY = 60,000 PSI. DETAILING OF REINFORCING STEEL (INCLUDING HOOKS AND BENDS) SHALL BE IN ACCORDANCE WITH ACI 315R-18 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. 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 (#6 BARS OR LARGER) ...................... I ... I .. 2" FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#5 BARS OR SMALLER) .............................. 1-1/2" COLUMN TIES OR SPIRALS AND BEAM STIRRUPS ...................... ........................ 1-1/2" SLABS AND WALLS (INT. FACE)... GREATER OF BAR DIAMETER PLUS 1/8" OR 3/4" 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. NON -SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (3000 PSI MINIMUM). ANCHORAGE 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. 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 EMBEDDED 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. CONCRETE SCREW ANCHORS INTO CONCRETE AND CONCRETE MASONRY UNITS SHALL BE "TITEN HD" HEAVY DUTY SCREW ANCHOR AS MANUFACTURED BY THE SIMPSON STRONG -TIE COMPANY, INSTALLED IN STRICT ACCORDANCE WITH ICC-ES REPORT NO. ESR-2713 (CONCRETE), NO. ESR-1056 (CMU), INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. SCREW ANCHORS INTO CONCRETE MASONRY UNITS SHALL BE INTO FULLY GROUTED CELLS. SPECIAL INSPECTION IS REQUIRED. WOOD FRAMING LUMBER SHALL BE S-DRY, KD, OR MC-19, AND GRADED AND MARKED IN CONFORMANCE WITH WCLIB STANDARD No. 17, GRADING RULES FOR WEST COAST LUMBER, 2018, OR WWPA STANDARD, WESTERN LUMBER GRADING RULES 2017. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS (2X & 3X MEMBERS) HEM -FIR NO. 2 AND BEAMS MINIMUM BASE VALUE, Fb = 850 PSI (4X MEMBERS) DOUGLAS FIR -LARCH NO. 1 MINIMUM BASE VALUE, Fb = 1000 PSI BEAMS (INCL. 6X AND LARGER) DOUGLAS FIR -LARCH NO. 1 MINIMUM BASE VALUE, Fb = 1350 PSI POSTS (4X MEMBERS) DOUGLAS FIR -LARCH NO. 2 MINIMUM BASE VALUE, Fc = 1350 PSI (6X AND LARGER) DOUGLAS FIR -LARCH NO.1 MINIMUM BASE VALUE, Fc = 1000 PSI STUDS, PLATES & MISC. FRAMING: DOUGLAS FIR -LARCH NO. 2 OR HEM -FIR NO. 2 GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ASTM AND ANSI/AITC STANDARDS. EACH MEMBER SHALL BEAR AN AITC OR APA IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN AITC OR APA 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. 27. 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: LVL (20E-2600FB WS) Fb = 2600 PSI, E = 2000 KSI, Fv = 285 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 12%. EXCESSIVE DEFLECTIONS MAY OCCUR IF MOISTURE CONTENT EXCEEDS THIS VALUE. 28. PREFABRICATED CONNECTOR PLATE WOOD ROOF TRUSSES SHALL BE DESIGNED BY THE MANUFACTURE IN ACCORDANCE WITH THE "NATIONAL DESIGN STANDARD FOR METAL PLATE-CONNECCTED WOOD TRUSS CONSTRUCTION, ANSI/TPI 1" BY THE TRUSS PLATE INSTITUTE FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS. LOADING SHALL BE AS FOLLOWS: TOP CHORD LIVE LOAD 25 PSF TOP CHORD DEAD LOAD 10 PSF BOTTOM CHORD DEAD LOAD 5 PSF TOTAL LOAD 40 PSF WIND UPLIFT (TOP CHORD) 5 PSF BOTTOM CHORD LIVE LOAD 10 PSF (BOTTOM CHORD LIVE LOAD DOES NOT ACT CONCURRENTLY WITH THE ROOF LIVE LOAD) WOOD TRUSSES SHALL UTILIZE APPROVED CONNECTOR PLATES (GANGNAIL OR EQUAL) SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. SUBMITTED DOCUMENTS SHALL BE SIGNED AND STAMPED BY A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON. PROVIDE FOR SHAPES, BEARING POINTS, INTERSECTIONS, HIPS, VALLEYS, ETC., SHOWN ON THE DRAWINGS. EXACT COMPOSITION OF SPECIAL HIP, VALLEY, AND INTERSECTION AREAS (USE OF GIRDER TRUSSES, JACKTRUSSES, STEP-DOWN TRUSSES, ETC.) SHALL BE DETERMINED BY THE MANUFACTURER UNLESS SPECIFICALLY INDICATED ON THE PLANS. PROVIDE ALL TRUSS TO TRUSS AND TRUSS TO GIRDER TRUSS CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. PROVIDE FOR ALL TEMPORARY AND PERMANENT TRUSS BRACING AND BRIDGING. 29. PLYWOOD SHEATHING SHALL BE GRADE C-D, EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE IN CONFORMANCE WITH DOC PS 1 OR PS 2. ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. ROOF SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING 32/16. FLOOR SHEATHING SHALL BE 3/4" (NOMINAL) WITH SPAN RATING 48/24. 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. 30. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY 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. 31. PRESERVATIVE TREATED WOOD SHALL BE TREATED PER AWPA STANDARD Ui 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. 32. FASTENERS AND TIMBER CONNECTORS USED WITH TREATED WOOD SHALL HAVE CORROSION RESISTANCE AS INDICATED IN THE FOLLOWING TABLE, UNLESS OTHERWISE NOTED. WOOD TREATMENT CONDITION PROTECTION HAS NO AMMONIA CARRIER INTERIOR DRY 090 GALVANIZED CONTAINS AMMONIA CARRIER INTERIOR DRY G185 OR A185 HOT DIPPED OR CONTINUOUS HOT -GALVANIZED PER ASTM A653 CONTAINS AMMONIA CARRIER INTERIOR WET TYPE 304 OR 316 STAINLESS CONTAINS AMMONIA CARRIER EXTERIOR TYPE 304 OR 316 STAINLESS AZCA ANY TYPE 304 OR 316 STAINLESS 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. 33. 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. 34. WOOD FASTENERS A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS SIZE LENGTH DIAMETER 6d 2" 0.113" 8d 2-1/2" 0.131" 1Od 3" 0.148" 12d 3-1/4" 0.148" 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. Bruce Scholten & Martha Young-Scholten RESIDENTIAL ADDITION & IMPROVEMENTS 21416 90th Ave W. EDMONDS, WA 98026 ra pla I Philllip Lehn Architect 16202 72ND AVE. W. EDMONDS, WA 98026 plehn@lehndesign.com C - 425.745,8949 lehndesign.com STRUCTURAL ENGINEER Gregory Juttner, PE, SE Associate Principal SWENSON SAY FAGET 2124 BIRD AVE. SUITE 100 SEATTLE, WA 98121 gjuttner@ssfengineers.com C 206.209.8262 O 206.956.3759 ssfengineers.com SEPTEMBER 16, 2024 REGISTERED ARCITe C1 LEHN OF WASHINGTON GENERAL NOTES RESUB Sep 23 2024 S CI OF EDMON0R DEVELOPMENT SERVICES DEPARTMENT GENERAL NOTES, CONT. 34. CONT. B. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEAD 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 %" AND SMALLER LAG SCREWS. 35.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 JOISTS, 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. N NO CASE SHASLL THE EDGE OF THE BORED HOLE BE NEARER THAN % 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. 36. 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.. LAP TOP PLATES AT JOINTS A MINIMUM 4'-0" AND NAIL WITH TWELVE 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 BETWEEN RAFTERS AND JOISTS AT ALL BEARING POINTS WITH A MINIMUM OF (3) 16d TOE NAILS EACH END. 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, MINIMUM TWO NAILS PER BLOCK, UNLESS OTHERWISE NOTED. CORNER BARS TC CORNER BARS TO MATCH CROSS Wi MATCH EXTERIOR HORIZ. REINF. HORIZ. REINF. ADDIONALVERTTIBARS J BARSTYP.CORF- CROSS WALL SHEARWALL PER PLAN ORIENTATIO PER PLAN D 3'-0" min. NAIL'G/ SHEARWALL SCHED. PANEL EDGE NAILING OVER ALL CONCRETE WALL VERT GRAIN BLOCKING HOLDOWN POSTS/STUDS SHEARWALL/PLAN TO MATCH HOEDOWN STUDS /POSTS HOLDOWN(WHERE OCCURS)/PLAN ADD DIAGONAL IN WALL A35 / SHEARWALL SCHED. GROUTED THIRD ROD/HOLDOWN SCHED TO MATCH WALL REINF. 8d @ 6"OC 2xLEDGER w/(2) ROWS w/1/4"0 x4-1/2" SIDS SCREWS @ 12"OC URFP @ A.B. SPACING IN I LUS HANGER SHEARWALL SCHED w/(5) SDS EPDXY GROUT A36 THRD 1/4x3 SCREWS & (2) Yz"0 ROD/HOLDOWN SCHED, INSTALL EXP. BOLTS (4" MIN EMBED) 2-3/4CLR. AT SLIGHT ANGLE TO ACHIEVE EDGE DISTANCE NORMAL FOOTINGVA REINFORCING (E) FOUNDATION & STEM WALL ADD BARS TO \// \\j\\j\\j\\j\\ X\/� /\\ \\j — MATCH NORMAL REINFORCING j LINE OF EXCAVATION] 1: S-4 SHEAR WALL @ (E) FND. NORMAL FOOTING REINFORCING PANEL EDGE NAILING TO ALL HOLDOWN STUDS/POST HOLDOWN PER PLAN REFER TO SCHEDULE HOLDOWN POST/STUDS PER SCHEDULE PLYWOOD SHEATHING PER PLAN FULL WIDTH VERTICAL GRAIN BLOCKING TO MATCH HOLDOWN STUDS/POST PER SCHEDULE REFER TO PLAN FOR LOCATIONS WHERE WALL CONTINUES Plan Mark End Length #Nails EaH End Length (down Studs/Pc if 2x4 if 2x6 CS16 V-2" (13) 8d (1) 2x4 (1) 2x6 CMST14 2'-6" (33) 10d 4x6 46 CMS112 3'-3" (43) 10d 48 6x6 st Z : S-4 TYPICAL STEPPED FOOTING HOLDOWN POSI PER SCHEDULE HDU HOLDOWN SHEARWALL PE EDGE NAIL PER SW SCHEDULE FRAMING CONT. WHERE OCCURS EPDXY EMBED ALL —THREAD/ SCHED. Plan Mark Screws Anchor Bolt A.B. Embed Holdown PosTi if 2x4 if 2x6 HDU2—SDS2.5 (6)SDS 1%2D" 0"4 12" (2) 2x4 (2) 2x6 HDU4—SDS2.5 (10)SDS 1"X2D" 0"0 16" 4x4 46 HDU5—SDS2.5 (14)SDS 1"X2D" 0"4 20" 46 46 HDU8—SDS2.5 (20)SDS 1%2D" 0"0 24" 48 6x6 HDU11—SDS25 (30)SDS 1"x2D" 1110 24" 410 6x6 ITDU14—SDS25 (36)SDS 1"x2D" 1" 0 24" 412 6x8 MINIMUM SIZE OF POST AT END OF WALL UNLESS OTHERWISE NOTED ON FRAMING PLANS. RESUB Sep 23 2024 Bruce Scholten & Martha Young-Scholten RESIDENTIAL ADDITION & IMPROVEMENTS 21416 90th Ave W. EDMONDS, WA 98026 ra pla I Philllip Lehn Architect 16202 72ND AVE. W. EDMONDS, WA 98026 plehn@lehndesign.com C - 425.745,8949 ehndesign.com STRUCTURAL ENGINEER Gregory Juttner, PE, SE Associate Principal SWENSON SAY FAGET 2124 BIRD AVE. SUITE 100 SEATTLE, WA 98121 gjuttner@ssfengineers.com C 206.209.8262 O 206.956.3759 ssfengineers.com SEPTEMBER 16, 2024 *�"1831, . REGISTERED ARC` ITEC1' W LEHN F 0WASHINGTON STRUCTURAL NOTES 3: S-4 TYPICAL SHEARWALL CONSTRUCTION 4: S-4 TYPICAL HOLDOWN STRAP SCHEDULE 5 : S-4 TYPICAL HDU HOLDOWN SCHEDULE CITY OF EDMONDS DEVELOPMENTSERVICES DEPARTMENT S-4 NAILING/SHEAR ,�8d@ 6"OC WALL SCHEDULE SHEATH & NAIL TO MATCH WALL BELOW CONT 2x6 w/(2) 16d EA RAFTER NAIL/SHEARWALL• SCHED LTP4/SHEARWKLL /� ASSUMED (E) NAILING SCyEB� CUT BACK (E) RAFTER END AS NEEDED NAIL/SHEARWALL SCHED.— UPGRADE (E) WALL TO SHEARAWALL/SCHED I : S-5 SHEARWALL BETWEEN (E) & NEW CONT. 2x6 w/(2)16d @ EA RAFTER Sd@ 6"OC BLOCKING — BTWN. JOISTS (E) RAFTER & SHEATHING (2)16d TOE NAILS EA. JOIST PANEL EDGE NAILING OF SHEARWALL BELOW PROVIDE 4x JOIST OR BLKG. — @ SHEARWALLS ABOVE W/ EDGE NAILING CLOSER THAN 4"oc JOISTS PER PLAN TOP PLATE CONNECTION W/ A35'S PANEL EDGE NAILING SHEATHING PANEL JOINT (4)8d INTO EA. BLOCK (1) JOIST BAY OF 2x BLKG. @ 48"oc Sol TOE NAILS BLOCK 2x BLOCKING W/ PANEL EDGE NAILING 2x BLOCKING BTWN. STUDS ti BOTTOM PLATE CONNECTION BTWN. STUDS PANEL EDGE NAILING NOTE: SEE SHEARWALL SCHEDULE FOR ALL NAILING AND CONNECTIONS, NOT OTHERWISE NOTED Bearing Wall Non —Bearing Wall SAWN OR MFR.— NAILING LUMBER. 2x MIN. [-16d PER SCHEDULE SEE NOTES FOR ADDITIONAL 2x NAILER REQUIREMENTS 1/2" MAX. To 16, NAILING EDGE OF PER SCHEDULE WASHER Detail A Detail C min typ. PLYWOOD EDGE NAILING EDGE OVER EA. STUD o 16d NAILING eq. eq. PER SCHEDULE Detail B PLAN VIEW AT ABUTTING PANEL EDGES OF W3 & W2 RIM Detail D 2 : S-5 TYPICAL SHEARWALL CONSTRUCTION 1010101010161 Mark SheathingPanel Edge Nailing Top Plate Connection Base Plate Connection if TJI if Woo a at Wood® at Concrete W6 15/32" COX PLYWOOD 8d @ 6"oc 16d @ 6"oc A35 @ 24'bc 16d @ 6". 6"0 A.B. @ 48"oc W4 15/32" COX PLYWOOD 8d @ 4"oc 16d @ 4"oc A35 @ 16"oc (2)rows 16d @ 6"oc 6"0 A.B. @ 32"oc W3 0 15/32" CDX PLYWOOD 8d @ 3"oc (2)rows 16d @ 4"oc A35 @ 12"oc (2)rows 16d @ 6"oc TO A.B. @ 24"oc W2(1) 1 15/32" CDX PLYWOOD 8d @ 2"oc (2)rows 16d @ 4"oc A35 @ 9"oc (2)rows 16d @ 4"oc@ 0"0 A.B. @ 16"oc Q1 BLOCK PANEL EDGES WITH 2x MIN. LAID FLAT AND NAIL PANELS TO INTERMEDIATE SUPPORTS WITH 8d @ 12"o.c. Q2 8d NAILS SHALL BE 0.131"? x 2 1/2" (common) - 16d NAILS SHALL BE 0.135"0 x 3 1/2" (box) ® EMBED ANCHOR BOLTS AT LEAST 7". DRILLED AND EPDXIED THREADED ROD MAY BE SUBSTITUTED FOR ANCHOR BOLTS WITH 6" EMBEDMENT. TITEN HD SCREW ANCHORS MAY BE SUBSTITUTED FOR ANCHOR BOLTS W/ 4" EMBEDMENT, ALL BOLTS SHALL HAVE 3" x 3" x 1/4" MIN. PLATE WASHERS. PLATE WASHERS SHALL EXTEND TO WITHIN 1/2" OF THE EDGE OF THE BOTTOM PLATE ON THE SIDE WITH SHEATHING. SEE DETAIL C. OO 3x STUDS OR DOUBLE STUDS NAILED TOGETHER W/ BASE PLATE NAILING ARE REQUIRED AT ABUTTING PANEL EDGES OF W3 AND W2. SEE DETAIL B. WHERE 3x STUDS ARE USED FOR W2, STAGGER NAILS AT ADJOINING PANEL EDGES. Q5 TWO STUDS MINIMUM ARE REQUIRED AT EACH END OF ALL SHEARWALLS AND ALL END STUDS SHALL RECEIVE PANEL EDGE NAILING. SEE PLANS AND HOEDOWN SCHEDULE FOR ALTERNATE REQUIREMENTS. © ALL EXTERIOR WALLS SHALL BE W6, UNLESS NOTED OTHERWISE. Q7 7/16" O.S.B. MAY BE SUBSTITUTED FOR 15/32" CDX. Qa LTP4's (HORIZONTAL ORIENTATION) W/ 8d COMMON MAY BE SUBSTITUTED FOR A35's AT CONTRACTORS OPTION. A 2x NAILER ATTACHED W/ BASE PLATE NAILING PER DETAIL A MAY BE SUBSTITUTED FOR A35's AT CONTRACTORS OPTION. ® AT MULTI -ROW NAILING, MINIMUM OFFSET BETWEEN ROWS AND ROW SPACING 1/2", SEE DETAIL D. ® PROVIDE (3) ROWS 16d @ 6"oc AT LVL RIMS. 3 : S-5 SHEARWALL SCHEDULE - SHEATHED ONE SIDE Bruce Scholten & Martha Young-Scholten RESIDENTIAL ADDITION & IMPROVEMENTS 21416 90th Ave W. EDMONDS, WA 98026 pla I Philllip Lehn Architect 16202 72ND AVE. W. EDMONDS, WA 98026 plehn@lehndesign.com C - 425.745,8949 ehndesign.com STRUCTURAL ENGINEER Gregory Juttner, PE, SE Associate Principal SWENSON SAY FAGET 2124 BIRD AVE. SUITE 100 SEATTLE, WA 98121 gjuttner@ssfengineers.com C 206.209.8262 O 206.956.3759 ssfengineers.com SEPTEMBER 16, 2024 Rsas REGISTE ', LEHN F OF WASHINGTON STRUCTURAL DETAILS RESUB Sep 23 2024 CITY OF EDMONDS DEVELOPMENTSERVICES DEPARTMENT C _ 5 8d @ 6"oc FULL DEPTF (may be dr FASCIA PER NAILING PEI SCHEDULE SHEARWALL TOP CHORD SPLICE (12)16d @ 4"oc IN ROWS EA. SIDE OF SPLICE TYPICAL STUDS SPACING PER f I : S6 SCISSORS TRUSSES / EXTERIOR BEARING WALL TRUSS & SHEATHING PER PLAN PRE—MANUF. TRUSS PER PLAN H1A EA. TRUSS HEADER/BEAM PER PLAN (2)16d @ EA. STUD, TYP. W/ LAN BOTTOM CH( SPLICE O SPLICE TO OCCUR AT ? OF VERT. STUD TYP. 4 : S6 TYPICAL TOP PLATE SPLICE RD A35 (c OMIT C (6)16d TYP. S GONT 9,9 W / /0\1Ra AT E RAFT OVEF 2 : S6 OVERFRAMING CONNECTION @ 6"oc USS/RAFTER R PLAN T"^ DOUBLE TOP PLATE M OR HEADER PLAN VIDE (2) BEARING DS U.O.N. 5 : S6 TYPICAL HEADER SUPPORT w/2 BEARING STUDS A B C PLAN VIEW - SECTION # OF WOOD BMS (LVL) 2-10" 3-10" 1 4-10" SDW22 SCREW SIZE 0.22Cx3 0.2206 0.220x6 # OF SDW22 SCREWS 2 2 2 SPACING OF SDW22 SCREWS 12"OC 12"OC 12"OC NOTES: NOTE: MAY USE SDS I" — MIN. SCREW END DISTANCE = 6" @ CONTRACTORS OPTION 3 : S6 SISTERING SCHEDULE FOR MULTI BEAMS (SDWS) RESUB Bruce Scholten & Martha Young-Scholten RESIDENTIAL ADDITION & IMPROVEMENTS 21416 90th Ave W. EDMONDS, WA 98026 pla I Philllip Lehn Architect 16202 72ND AVE. W. EDMONDS, WA 98026 plehn@lehndesign.com C - 425.745,8949 lehndesign.com STRUCTURAL ENGINEER Gregory Juttner, PE, SE Associate Principal SWENSON SAY FAGET 2124 3RD AVE. SUITE 100 SEATTLE, WA 98121 gjuttner@ssfengineers.com C 206.209.8262 O 206.956.3759 ssfengineers.com SEPTEMBER 16, 2024 "1831, REGISTERED ARCITe:CT LEHN F OF WASHINGTON STRUCTURAL DETAILS Sep 23 2024 CITY OF EDMONDS DEVELOPMENTSERVICES DEPARTMENT C _ /.///��� +