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APPROVED BLD RESUB1 BLD2023-1148+Architectural_Plan+12.18.2023_9.01.59_AM+39575031 /4" = 1' SCALE (1 1 x1 7 FORMAT) 10' ELEVATION INSTALL (4) SIMPSON S7 LATERAL HOLD DOWNS AI ON EACH OF THE OUTER AND EVENLY SPACED IN MID STRINGER SUPPORT GUARD RAILS TO BE 36" HIGH WITH LESS THAN 4" OPENINGS PER IRC CODE 2x8 LEDGER BOARD FLASHED AND BOLTED TO HOUSE RIM WITH 5" LEDGERLOKS EVERY 11" JOISTS TO BE 2x8 PRESSURE TREATED HEM —FIR #2 OR BETTER INSTALLED 16" O.C. BEAMS TO BE 6x11 GLULAM SUPPORT POSTS TO BE 4x4 TREATED DECKING TO BE 5/4 x 6 ALL DECK HARDWARE TO BE CORROSION RESISTANT AND INSTALLED PER MANUFACTURERS INSTRUCTIONS STAIRS TO BE BUILT MAX 7-3/4" RISE 10" MIN RUN PER IRC CODE GARAGE DOOR UNDER f- 4' BASED ON THE 2M 8 INTERNATIONAL RESIDENTIAL CODE WASHINGTON EDITION �.,o 1 rnnr MI BOARD Z BOLTED RIM WITH OKS EVERY ALL WORK SUBJECT APPROVED TO FIELD PLANS MUST BE -AM INSPECTION FOR ON JOB SITE CODE COMPLIANCE City Of Edmonds Building Department Work DECK Address 20918 80TH AVE W Owner MCCALL Approved Date 12/22/2023 Building Official, p7 AALIL -------------------------------------- Permit Number; BLD2023-1148 HANDRAILS ARE REQUIRED AT STAIRS WITH FOUR OR MORE ■ RISERS. ALL HANDRAILS TO BE LOCATED 34" TO 38" ABOVE TREAD I ■ NOSING. OPEN SIDES OF STAIRS MORE THEN 30" ABOVE ADJACENT ■ I FLOOR SHALL HAVE HANDRAILS & GUARDRAILS. THE HANDGRIP ■ PORTION SHALL HAVE A CROSS SECTIONAL DIMENSION OF 1'/4" TO I DECK CONSTRUCTION TO CONSIST OF APPROVED ■WOODS OF NATURAL RESISTANCE TO DECAY OR i I BE TREATED WOOD AND LABELED ACCORDINGLY. 16" DIAMETER FOOTING 18" DEEP CONCRETE FROST FOOTINGS SIZES BASED ON 60 LB PER SQUARE FOOT TRIBUTARY LOADS APPLIED TO 1500 PSI SOIL COMPRESSION CAPACITY 9 RESUB Dec 18 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 15 W Q Z O 00 00 Cn O N 0 z O 0 W W Q C/) a W N z mo c-2 1/4" = 1' SCALE (11x17 FORMAT) BASED ON THE 2018 INTERNATIONAL RESIDENTIAL CODE 10' ELEVATION WASHINGTON EDITION 4'___� GUARD RAILS TO BE 36" HIGH WITH LESS THAN 4" OPENINGS PER IRC CODE 2x8 LEDGER BOARD FLASHED AND BOLTED TO HOUSE RIM WITH 5" LEDGERLOKS EVERY 11" JOISTS TO BE 2x8 PRESSURE TREATED HEM -FIR #2 OR BETTER INSTALLED 16" O.C. BEAMS TO BE 6x11 GLULAM SUPPORT POSTS TO BE 4x4 TREATED DECKING TO BE 5/4 x 6 ALL DECK HARDWARE TO BE CORROSION RESISTANT AND INSTALLED PER MANUFACTURERS INSTRUCTIONS STAIRS TO BE BUILT MAX 7-3/4" RISE 10" MIN RUN PER IRC CODE 13' HOUSE Qo -I 11'-6%2" 3 10' HANDRAILS ARE REQUIRED AT STAIRS WITH FOUR OR MORE ■ RISERS. ALL HANDRAILS TO BE LOCATED 34" TO 38" ABOVE TREAD I ■ NOSING. OPEN SIDES OF STAIRS MORE THEN 30" ABOVE ADJACENT■ IFLOOR SHALL HAVE HANDRAILS & GUARDRAILS. THE HANDGRIP ■ PORTION SHALL HAVE A CROSS SECTIONAL DIMENSION OF 1 %" TO 2" ■ 16" DIAMETER FOOTING 18" DEEP CONCRETE FROST FOOTINGS SIZES BASED ON 60 LB PER SQUARE FOOT TRIBUTARY LOADS APPLIED TO 1500 PSI SOIL COMPRESSION CAPACITY RESUB Dec 18 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2023-1148 J J U U ►i W Q O 00 00 O N Q0 N O 00 Cn Q 0 z � O N 0 CC) W _ I N W Ell W CMMD Z mo c-13 1/4" = 1' SCALE (11x17 FORMAT) BASED ON THE 2018 INTERNATIONAL RESIDENTIAL CODE 10' ELEVATION WASHINGTON EDITION 2x8 JOISTS INSTALLED © 16" O.C. ULAM BEAM HAP PPORT POST I GARAGE DOOR DEATH NEW DECK DIAMETER _ DEEP CONCRETE FOOTING GUARD RAILS TO BE 36" HIGH WITH LESS THAN 4" OPENINGS PER IRC CODE 2x8 LEDGER BOARD FLASHED AND BOLTED TO HOUSE RIM WITH 5" LEDGERLOKS EVERY 11" JOISTS TO BE 2x8 PRESSURE TREATED HEM -FIR #2 OR BETTER INSTALLED 16" O.C. BEAMS TO BE 6x11 GLULAM SUPPORT POSTS TO BE 4x4 TREATED DECKING TO BE 5/4 x 6 ALL DECK HARDWARE TO BE CORROSION RESISTANT AND INSTALLED PER MANUFACTURERS INSTRUCTIONS STAIRS TO BE BUILT MAX 7-3/4" RISE 10" MIN RUN PER IRC CODE z O a W J W Z O ry W RESUB Dec 18 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2023-1148 Q0 N O 00 W Q Q O un Co C:) z CO O W 0-) J O O Q N W U u (n Cn W Q 0 ECONCRETETER NG Q Q O18" DEEP W Q 0 C) Z W � FROST FOOTINGS SIZES BASED ON 60 LB PER SQUARE FOOT N TRIBUTARY LOADS APPLIED TO 1500 PSI SOIL COMPRESSION - = Z CAPACITY M CM iir c-3 1/4" = 1' SCALE (11x17 FORMAT) BASED ON THE 2018 INTERNATIONAL RESIDENTIAL CODE 10' ELEVATION WASHINGTON EDITION HOUSE WA 4x4 SUPPORT POST I V I I V J I I\ 1 IN V L 1\ J V I I V I\ I GUARD RAILS TO BE 36" HIGH WITH LESS THAN 4" OPENINGS PER IRC CODE 2x8 LEDGER BOARD FLASHED AND BOLTED TO HOUSE RIM WITH 5" LEDGERLOKS EVERY 11" JOISTS TO BE 2x8 PRESSURE TREATED HEM -FIR #2 OR BETTER INSTALLED 16" O.C. BEAMS TO BE 6x11 GLULAM SUPPORT POSTS TO BE 4x4 TREATED DECKING TO BE 5/4 x 6 ALL DECK HARDWARE TO BE CORROSION RESISTANT AND INSTALLED PER MANUFACTURERS INSTRUCTIONS STAIRS TO BE BUILT MAX 7-3/4" RISE 10" MIN RUN PER IRC CODE 16" DIAMETER FOOTING 18" DEEP CONCRETE FROST FOOTINGS SIZES BASED ON 60 LB PER SQUARE FOOT TRIBUTARY LOADS APPLIED TO 1500 PSI SOIL COMPRESSION CAPACITY m RESUB Dec 18 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2023-1148 J J Q U u 10 LLJ Q O 00 00 O N (ij U) W n" 0 Q I z O 0 W W Q C) Z W C.3 cc N Z mo c-2