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APPROVED BLD RESUB1 BLD2024-0560+Architectural_Plan+06.21.2024_15.36.42_PM+4222w >ly �Cj) F1 NEW P.T. 4X4 POST W/ AC/LCE POST CAP AND PBS POST BASE TYP. A�I -6" LUS210 HANGER TYP. I X — I� -- . Xma: D;;u HOR4� E j� fL (3) LOGATIO S w� NEW P.T. 4X4 POST W/ m 3 AC/CGE PO`"=AfT w � PBS POST�SE TYF. . 0- . u I �QNC.TLLQKEN= EDP w TYP. 1 NEW FOOTINGS 28"0 MIN. ROUND SONG UBE 24 DEEP MIN. BUT NO LESS THAN 12" EMBEDMENT IN COMPETENT NATIVE SOILS W/ (4) 04 VERT. TYP. ALL FOOTINGS EXCEPT AGAINST HOUSE. —',,� v\ A4'-6 REPLACE CARPORT ROOF DECK 31'-m" ------ ------ ------------------ -I ------ ------ ------ ------------ ------. . . . . . — - — - — ----- - ..... L - E------------------ (2) 04 CONT. AND (3) #4 BARS DRILLED AND EPDXY EMBEDED INTO EXISTt FDN. b" X (o" PLINTH ZENTONCOST ABOVE. SEE L 4/A5.0 TYP. FOR �tL ACzA+1 +Ar H 5 DTT1Z TIE (3) LOCATIONS — DTT1Z TIE — (€�C�-IE-ADER� 1 — —3 LP2m � NE — — — - I v11_ L DCxE LU5110 HANGER-TYIb. ANGLE B T BE MT P. OJf� 11 � . S!_ Y n n n n n n ` Y PT. 1/8" X 9" IL -FLUB (EX) 4 X lm cn I PLACE WITH P.T. 4 X I (EX 4 x 0 X REPLACE WITH P.T. 4 X 10 I <Y � 12'-3" 6'-1 3/4" ANGLE BRACES POST TO BEAM TYP. REPLACE BOUT WITH/R (EX) 4 X 10 :/0/ REPLACE WITH P.T. 4 X lm EXISTING FOOTINGS TO REMAIN TYP. - INSTAL NEW (2) 1/2"0 X lm" LAGS ACH EXIST. JOIST TO EXIST. G OIST. POST T. FRA 1 FOUNDATION /DECK FfRAMING=:; PLAN IV SCALE: 1/4" =1' -0" 1 GUARDS SHALL NOT HAVE AN OPENING FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT THAT WILL ALLOW THE PASSAGE OF 1 SPECIAL INSPECTIONS ARE REQUIRED FOR THE FOLLOWING: ; A 4" SPHERE IN ACCORDANCE WITH 2O21 IRC R312.1.3. 1 1 1 Reinforced Concrete Structural Observation by _.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._..M 1 Spray applied Fireproofing design professional 1 Bolting in Concrete Structural Masonry 1 1 HARDWARE & FASTENERS IN CONTACT WITH PRESERVATIVE -TREATED 1 ; 1 Smoke Control Systems y Grading/soils 1 WOOD SHALL BE OF HOT -DIPPED ZINC GALVANIZED STEEL, STAINLESS 1 Prestressed Concrete Structural Steel/Welding ; STEEL, SILICON BRONZE OR COPPER. IN THE ABSENCE OF Lateral Wood Retaining Wall Block Installation g MANUFACTURER'S RECOMMENDATIONS A MINIMUM OF ASTM A 653 TYPE G185 ZINC -COATED GALVANIZED STEEL, OR EQUIVALENT, SHALL BE USED. 1 Shotcrete High Strength Bolting 1 IRC R317.3.1 IBC 2304.10.5.1 1 Retaining Wall Footings 1 1 DECK ABOV GUTTER AND D.S. a, TIE TO EX D.S. o, TIGHT LINE AT HOUSE POST City Of Edmonds _ Building Department LU Er CARPORT & DECK SC4�E: F�m4ress 1225 11TH PL N Owner ZEPEDA/KING- Approved Date 06/28/2024 Building Official Permit Number BLD2024-0560 14'-(o" 31'-0" DECK REMODEL/REBUILD ABOVE 4'-0" 10'-6" ADDITION REPLACE EXISTING kEfR f=AT10/CAfRf=0fRT FLOOR PLAN APPROVED PLANS MUST BE ON JOB SITE ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE 00K LETTER 5.2524 REVISIONS REDDING ARCHITECTS ■ 4311 REGISTERED ARCHITECT STATE OF WASHINGTON ■ 425 822 6777 421 KIRKLAND AVE #403 KIRKLAND WA 98033 ZEFEDA-KING RES. DECK REMODEL 122 11T1-I FCE N. EDMONDS, WA NOF,N RESU B 98020 © COPYRIGHT READING ARCHITECTS LLC 2024 JOB NUMBER 6.24.24 DATE SHEET CITY OF EDMONDS DEVELOPMENT -4-2ro—24 A 2, DEPARTMENT oVSERVICES FRE=MANUPACTURED RA 5''5T M 5� CENTURY AL RAILINGS. INSTALL FERr PASC I A MOUNT. RAILINe TO MEET CURRENT 2021 11 TO X ITP5TAND 200 LOB RAIL IN AN"' DIRECTION. DECK RAILING CONNECTION ,54 k CI�T 1=LA,5�4IN SCALE: 1-1/211-11_0�� COJNTER DC� JOIST, e NWf.T.2X12fR IM JOIST/ ATTACH TO END O1= EA. EXIST. JOIST. ( D ILL AND INSTALL (2) 1/2 II (� X 10" LAG SOUS v I FER FLAN JOIST 1=LJ,5�4 VN. DECK CONNECTION At kE5T WALL eCAL : 1=1/_211-11=0�1 fL,4N-SEE �)EC,< JOIST W IT�4 SIC 2 14'-6" DECK REMODEL/REBUILD 4'-011 10'-6" ADDITION REPLACE EX15TING 1�141N LEVEL E)EC;< FLOOF,.., FLAN SCALE: 1/4" =1' -0" RESUB 6.24.24 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W W i i 0�iA'�i`�ii REVISIONS REDDING ARCHITECTS 4311 REGISTERED \ _ ARCHITECT GERALD REDDING STATE OF WASHINGTON 425 822 6777 421 KIRKLAND AVE #403 KIRKLAND WA 98033 ZEPEDA-KING RES. DECK REMODEL 122E> 11T14 PLACE N. EDMONDS, WA l3a020 © COPYRIGHT REAPING ARCHITECTS LLC 2024 JOB NUMBER DATE SHEET 4-2(0 -24 4=3,0 LL w 3 II II II I rFr • TdMP. CAL: TYP PRE-1"1ANU C RED AILING SYSTEM NTUR ALUMINUM RAILING STALL ER MANUF- I=ASC f UNT. / LU6210 HANGERS HANGERS Tl'P. NEW 5EAM DECK BRAGS DETAIL, SEE 5.� 'UNDERCOVER' DRAIN S�'STEM AT CARPORT. SLOPE 1/4'/FT, INSTALL PER MANUF. II n II TYP. F ODR GdNS UGTI GdWO) 51TE GKI� i JOIS7S PER I;AN TEMP, PRESSURE TREATED 2 X 12 a 121' O.C. — � T CONNECTION OF NEW 2 X 12 JOIS?S T TO WALL PER DETAIL. NEW SEAM, POST AND FTC. WHERE OCCURS PER PLAN. � REMOvE EXIST. DECK POS?S EXIST. SLAE3 NEW FOOTING PER PLAN (4) °4 VERT. 6CAL - 1 I I= 1 1= 0 11 EXISTING kALL TO REMj41N EX15T. GONC. STEM WALL 50T. OF PEA)ER TOP OF PL�'WOOD i BOT. OF HEADER z .Z TOP OF 5L,45 `I CCU II 5 /a'l 6w5 RESUB 6.24.24 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ei` ; iFAII�ii REVISIONS REDDING ARCHITECTS ■ 4311 REGISTERED _ ARCHITECT GERALD REDDING STATE OF WASHINGTON ■ 425 822 6777 421 KIRKLAND AVE #403 KIRKLAND WA 98033 ZEPEDA-KING RES. DECK REMODEL 122E> 11T14 PLACE N. EDMONDS, WA 130020 © COPYRIGHT REAPING ARCHITECTS LLC 2024 JOB NUMBER DATE SHEET -4-26 -24 A 4, SEAM AND FRAMING P PLAN GUTTER AT DRAIN 6Y� 2— P. T. PLATE k1 5/0" � A. . @ 4a" O.C. MIN. .4" 5LA5 ON GRADE PER PLANE X/ (oX(oX_2.13XX_2.13 X XM CENTER OF SLA5 ON ro MIL N X FOOTING BEYOND PARTIAL WALL & 5LA5 AT CARFORT ,ALE: 1-1/211_11_011 f3AM PEP PLAN. P.T. 4 X 4 SPACE (ONE SIDE ONLY - AT END POSTS) X. SICK P.T. D E CK 1/211 CHAMFI (2) #4 VE 1RI CONC. SLA (_2) #4 CON - DILL ANDI 4 C. (3 MIN.) ABOVE OT. OF 1=TG-:�. AC POET CAP (LC(LCE AT END P06T,5) DECK ANGLE 5RACE SCALE: 111 - 11 _oll IS JOI,5T,5 PER PLAN, 1/2 X .4" LAG, TYP, COUNTER 5IN< BEAD POST PEP PLAN 05T AT I�0U5E WALL FTG, aCALE: 1-1/211 = 11_/TII 11 X & 11 PL INT�4 CENTERED UNDER P.T. POST. EX16TING CONC. ,5LA5 AND FDN STEM WALL CONTINUOUS FLA,5H ING PER CODE 1/2'' D IA. HDG THREADED ROD X I TH NUTS AND XA6� 4ERS P.T. DECK J0I6T eA X CUT FLA,5H IN L EDTT2Z [DEC< TIE CCUNTEfR FL,46H INe DO XN k,4LL AND 0V AIM. N XP.T._2>C10 LUS210 H,4N T�'P. DTTIZ P PLAN N kP.T._2X1C FIM ATTACH TO END OF E,4. EXI,5T. CUT JOIST. PDILL AND IN&TALL (2) 1/211�) X 1011 LAG 5OLT lo) AC�4 JCI,5T. FLOOR 5H ATHING NAILED AT (o'' O. C. MAX. TO JOIST kITH HOLDOXN. DTT2Z DECK TI = INSTALL PER MANUF. X. FLOOR JOIST, (SOLID 2X J0I6T �R 2X BLOCKING) XI,5TING 5LC TO AMA IN. II -i -ii i IIIXI - 1 0 CITY of EDMONM GOR. LETTER. r7M 24 )T. 2 X 10 0. C. �UT EX15TINGr BECK JOI&T FLU,5�4 A IT�4 F3ICK VN. DECK CONNECTION 4T 5OUTH WALL SCALE: 1=1/211 _ 1 1 C11 6.24.24 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT REVISIONS REDDING ARCHITECTS 4311)4 REGISTERED ARCHITECT GERALD REDDING STATE OF WASHINGTON 425 822 6777 421 KIRKLAND AVE #403 KIRKLAND WA 98033 ZEPE)A-<lNG; IRE, DECK IREMODEL 1225 11TH PLACE N. EDMONDS, XA e0020 © COf-YRIGMT REDDING, ARCHITECTS LLC 2024 JOB NUMBER DATE SHEET 4-2(0-24 45,0