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APPROVED BLD BLD2022-1495+Architectural_Plan+12.13.2022_9.19.45_AM+3265788W W ALL WORK SUBJECT 4� � �� r N TO FIELD M INSPECTION FOR z DE21009998 COMPLIANCE A�IST��`�w�� S�ONAL E� APPROVED SIGNED 12/7/2022 CO N N N " MUST BE CityOf Edmonds= _ N � o aPLANS BARB STEHN— LUa:� ON JOB SITE Building Department m � o Z Work DECK LO 00 2 o Address 18501 79TH PL W Hardware and fasteners in contact with --------------- preservative -treated wood shall be of hot -dipped zinc galvanized steel, Owner STEHR --------------- co stainless steel, silicon bronze or copper. In the absence of manufacturer's Approved Date 12/14 2022 o recommendations a minimum of ASTM A 653 type G185 zinc -coated galvanized steel, or equivalent, shall be used. I Building Official Erl& Cv4 f?,r W o z IRC R317.3.1 IBC 2304.10.5.1 ._._._._._._._._._._.J Permit Number BLD2022-1495 w J a F- U) E 0 s 2 W X �0 5001PE OF 1NORK: E �> W • Project needs permit �o - • Demo for 3 new footers N N o co - • Pour 3 new footers • Frame upper deck 260 sgft N • Flash pre existing deck to new deck where they meet Z Y • Demo 4 sections of existing handrail W o 0 • Install 260 sgft Timbertech Dryspace Drainage system W • Install new Timbertech Prime + deck cover Coconut Husk w • Install 54 Ift of Timbertech Fascia Coconut Husk color 0 x U • Install 54 Ift new Fiberon Aluminum Railing ( black) a • Railing system will return to fill in demoed existing railing @ existing deck W'�' 2 �Oo Ld 1: 0 RENOTE: NDERING RENDERINGS ARE NOT TO 5CALE; ALL RENDERING5 ARE FOR ARTI5TIC DEPICTION ONLY. PLAN UPDATES RES U B Dec 13 2022 ' MAY NOT BE REFLECTED IN RENDERINGS. RENDERING5 SHALL NOT BE U5ED FOR CON5TRUCTION. CITY OF EDMONDS DEVELOPMENT SERVICE M. WA z NZ Z o w > 21009998 ISTER� ZONAL N SIGNED 12/7/2022675 N O � N ABBREVIATIONS (V O o � J OCR Q _ 0- Lu >Q F> =I m b Z mLo0 �o W U 0 m z 0 14 o rw V O LL ui z U E 0 v o` a .` X rn >m > L m E o m <) w' �o m co Cl! �oo o °D � M � N z y Woo WI-A� W 0 I- z x 3c Ld [7 z a W`jt' 00 1J=o, RESUB Dec 13 2022 ' CITY OF EDMONDS DEVELOPMENT SERVICE GG GGE55 BL BEL PEG PEGIFIGATIONS ADD DDENDUM F INEALFOOT Q QUARE DH DHESIVE H EFT HAND TO TANDARD DJ DJAGENT L IVELOAD TOR :]READ TORAGE DJT DJUSTABLE PT OW POINT TRUGT TRUGTURAL UM LUMINUM T -*HT YM YMMETRIGAL T LTERNATE METER LKG LOCKING AX MAXIMUM 8G TONGUE AND GROOVE O Y OTHERS / BY OWNER ED MEDIUM HK HICK OF OTTOM OF FOOTING FR MANUFACTURER HR THRESHOLD OL OLUMN IN MINIMUM OL TOLERANCE ONG ONGRETE 15G MISCELLANEOUS 5L OP OF SLAB ONT ONTINUOUS M MILLIMETER OW OP OF WALL EM EMOLISH MB MEMBRANE P TYPICAL IA IAMETER TD MOUNTED NEXG NEXGAVATED IA IAGONAL TL METAL NF IM IMENBION TL FR METAL FRAME —UNFINISHED B VAPOR BARRIER IV IVI510N NORTH ERT VERTICAL L EAD LOAD /A NOT APPLICABLE G VERTICAL GRAIN N OWN IG NOT IN CONTRACT IF VERIFY IN FIELD R OOR O UMBER EST TL ETAIL OM NOMINAL ORK AREA WG RAWING TS NOT TO SCALE D OOD 5T A VERALL H L HUNG A CH G N CENTER ITH LEG LEGTRIG D UT51DE DIAMETER O ITHOUT P LEGTRIGALPANEL H VERHEAD P EATHERPROOF Q QUAL PG PENING P'G TERPROOFING QUIP QUIPMENT PP PP051TE TW L-TO-WALL XG XGAVATE AR ARALLEL XT XTERIOR GF OUNDS PER CUBIC FOOT IN INISH ERF ERFORATED L LASHING LF OUNDS PER LINEAR FOOT LR LOOR NT AINTED N ENGE RM PERIMETER NO OUNDATION SF UNDS PER SQUARE FOOT OG AGE OF CONCRETE 51 UNDS PER SQUARE INCH TG OOTING T ESSURE TREATED UR URRED TN RTITION5 TEN VMT VEMENTA5 WD YWOODA AUGE DIUS ALV ALVANIZED EINF INFORGEDRBMRADEBEAMEMMOVE RD RADE EQ'D ACHEOULE QUIREDB05EBIBE55ILIENT D EAVY DUTY ET TURN DW ARDWARE EV V1510N/REVISED G ORIZONTAL GRAIN FG OFINGT EIGHT FL FLEGTEDOR ORIZONTAL H HT HAND N NGHES M OM NGL NGLUDED O UCH OPENING NBUL NSULATION UTH NT NTERIORGH F JOINT FILLER EC SECTION 5T JOIST F SQUAREFOOT MB JAMB IM SIMILAR T JOINT HT SHEET PL IGKPLATE HTHG HEATHING ENGTH IM SIMILAR M LAMINATED NT PAGE NAME 1 TITLE PAGE 2 INDEX / ABBREYIATION5 3 GENERAL NOTES /STANDARD DECK DETAILS 4 STANDARD RAILING DETAILS 5 WORKING PLANYIEW b FRAMING PLANYIEW ? ELEVATION 8 ELEVATION P� M. h, WAZ w OF M w > > TYPICAL STANDARD DETAILS ,0 21009998 �� ��I ST�� �`SSlDNAL E�Gl N SIGNED 12/7/2022Co N O N o J 00 _ Lu >Q C 0 CD Z DEGKIN6— EX15TING 51DIN6 AND m � O _ ENGAP5ULATE SHEATHING - 0 EXISTING WALL W FASCIA (DOUBLE 5TRUGTURE RISER) TIN FLASHING 0 v DEGKIN6-• P.T. 51LL } DOUBLE R15ER @ FA5GIA PLATENG m P.T. 6X BEAM ` z DEGKIN6 P-T, 2X LEDGER BOLTED TO - - r EXISITN(7 RIM J015T VW 3-5/ \ EXISTING FLOOR 0 LEDGERLOK LAG BOLTS JOIST P.T.2XJOI5To r 16" O.G. TYP _ TIMBERTECH COMBO P.7. 2X DECK J0I57 � U) z - BRACKET AND PANELS 161, d.G.-------- ----- COVER F BRACKET AND Q J �. ,... @EACH J015T _ r HANGERS W/ BUTYL Q F 5EGTION @ FA5GIA TIMBERTECH COMBO RUBBER FOIL TAPE TYP Z DRYSPAGEBRACKET [AT LLU� �• DOWNSPOUTS EACH J015T] HANGERS (LU526 @ 2X6 J015T) (/) U D771Z TIE @ 48" O.C. WI (LU528 @ 2X8 J015T) DIMEN510NAL LUMBER ANGI-IOR BOLT AND NAILING SPEGIFIGATIONS: P-T- BEAM 318" LAG BOLT [WHERE (LU5210 @ 2X10 J015T) E 1. MEET REQUIREMENTS OF P5 20-70 NATIONAL GRADING RULES FOR SOFTWOOD OCCURS -SEE PLAN) (LU5212 @ 2X12 J015T) DIMEN5IONAL LUMBER, BEAR STAMP OF WWPA 10 N 2. MINIMUM DIMENSIONAL LUMBER GRADE5 TO BE .o WALL STUDS, 2X, 3X... HF STUD GRADE r� 1 �1 5ECTION @ !` TT ORY5PACE � 2 •`• SECTION A) LEDGER x WALLLATE5, 2X, 5X... HF STANDARD GRADE U.N.O. JOISTS \ D� fl �� AY�r 03 i 3/4" = 1' m E J015T5, 2X8 AND UP... HF #2 .-- L BEAMS, HEADERS, W. HF #2 EE BEAMS, HEADERS, 4X.. HF #2, WWPA GRADING 02 POSTS, 4X, bX... HF #2 U.N.O. m 2' LUMBER NOT NOTED... HF #2 U.N.O. i to w 5. PROVIDE STANDARD GUT WA5HER5 FOR BOLT HEADS AND NUTS SEARING AGAINST WOOD. o I�I;II �I iuN 4. ALL SILLS OR PLATES RESTING ON CONCRETE OR MA50NRY THAT IS IN CONTACT WITH OR RESTING ON FOUNDATIONS SHALL BE PRE55URE-TREATED DOUGLAS FIR 1 III _ 2" TYP '' 6X PTPOST -- '� CC! M HEMFIR IN ACCORDANCE TO WITH AWPA U7 (PLANT/5HOP TREATMENT) AND M4 j -CAST-IN-PLACE (FIELD TREATMENT) STANDARDS. ALL BEARING WALL PLATES SHALL HAVE W&" DIAMETER X10" J-5OLT5 PLACED AT MAXIMUM OF W FROM THE END OF A PLATE AND - - ';' MPBb6Z POST BASE STAGGER LAG N SPACED AT INTERVALS 5HOWN ON THE 5HEARWALL SCHEDULE (MAXIMUM 4'-0' 0G BOLTS IN 2 ROWS SPACING). PROVIDE BP PLATE WA5HER AT ALL FOUNDATION SILL PLATE ANCHOR Z' BOLTS. PROVIDE TWO ANCHOR BOLTS MINIMUM PER SECTION OF SILL- FOR NON- 5HEARWALL, PLACE ANCHORS AT 48". �� UNDISTURBED 50IL 5EE FRAMING PLAN 4-1/2" MIN FOR 2X6 7 L Z j Y 5. BOLTS IN WOOD SHALL NOT BE LE55 THAT T DIAMETERS FROM THE END AND 4 5-1/2" MIN FOR 2X8 Q w 2" MIN 6-1/2" MIN FOR 2X10 DIAMETERS FROM THE EDGE OF THE MEMBER. (\`! 15C TABLE 2504.9.1.E 1-1/2" MIN FOR 2X12ui b. NAIL5: COMMON WIRE NAILS. NAILING IN ACCORDANCE WITH z -- HOLE-PdRM CONCRETE S" O G (MUST USE LAG BOLTS) D T. PRESSURE TREATED WOOD: ALL NAILS INTO PT WOOD SHALL BE HOT DIPPED GALVANIZED PER A5TM A155 OR 5TAINLE55 STEEL. ALL METAL CONNECTORS IN m - FOOTING5 (SONOTUBE ----_--------------- _-- II-------------- _ 3 CONTRACT WITH PT WOOD SHALL BE HOT DIPPED GALVANIZED AMP MEET A5TM A655 r IP APPLICABLE) _-f_____ _____ ____ _ _J____ ___________-. d' ------------------ "v N X CLA556185 (1.85 OZ OF ZING PER 50 FT MINIMUM) OR TYPE 504I51b 5TAINLE55 STEEL 51MP5ON Z-MAX CONNECTORS MEET TH15 REQUIREMENT. FASTENERS AND _ [Y -(2) 1I2' REBAR #4 _ __ ____ __ __ ____ _ _ _ _ ----------------- -LLI -----t 0 CONNECTORS USED TOGETHER SHALL BE OF THE SAME TYPE (E.G. HOT DIPPED NAILS W WITH HOT DIPPED HANGERS) -FOOTING 5ET 6" _ --- ---------------- -`�-- ----- O W w N : f ABOVE GRADE —t - P.T. LEDGER 2: a 8.ALL LUMBER WITH A LEAST DIMEN51ON OF 2" (NOMINAL) SHALL BE STAMPED z UW "5RFAGE-DRY" AND SHALL HAVE A M015TURE CONTENT WHEN SURFACED AND FR05T LINE - 18" DEPTH Q a WHEN INSTALLED NO MORE THAN 19 PERCENT. LUMBER WITH A LEAST DIMEN51ON OF 5EE PLAN ' ,' 4" (NOMINAL) OR GREATER SHALL BE STAMPED "5URFAGE-GREEN" AND AIR-DRIED TO ii 1:¢ A M015TURE CONTENT OF NOT MORE THAN 19 PERCENT PRIOR TO 1T5 USE IN FRAMING THE STRUCTURE. R E S U B 9. NOTCHING AND BORING OF BEAMS AND J015T5 15 NOT ALLOWED WITHOUT PRIOR �3� 5EGTION @FOOTING 4 5ECTION @ LEDGER Dec 13 2022 APPROVAL OF STRUCTURAL ENGINEER 03 3/4" = 1' 03 1 = 1 LE CITY OF EDMONDS DEVELOPMENT SERVICE w m z w w z O � w m VARIES - 12" MAX, TYP o 4 - _ -P05T GAP o P05T GAP - -TOP RAIL N 675 TOP RAIL M. 4�P� WA�7� ! '!� Lu a o ALUMINUM RAILING O �C�� C H ALUMINUM RAILING SQUARE BALUSTERS 5QUARE BALU5TER5 b �� Z m 0 m m 4 , ,A 21009998 1 STER� �`vv � p �SS�ONAL ECG, DECKING o DECKING SIGNED 12/7/2022 Z BOTTOM RAIL P05T SKIRT a P05T SKIRT < 4„ o FASCIA FASCIA N/ FA5TENER5 TH15 DETAIL LEFT -2 ROYi5 @ 2X6 FRAMING 4� TIQNALLY INT NBLANK P.T. RIM _ -5 ROW5 @ 2Xb FRAMING U) Z U BLOCKING --- - - — ---- -- -------------------------------- ----------- -------------------- -- - - - -----------------------------------------------------------------------E ---------------------------------------------------------------------- __�P F.T.T BEAM 5 PLAN � Q � P.T. J015T 16" O.G. FOR SIZE) � W � _ ---- --------- w ------ P.T. P05T BELOW a ~�[5EE PLAN FOR 51ZE] 1 5EGTION RAIL r2 ELEVATION @ RAIL 04 314" = 1' 04 314" = 1' E 10 0 2 W X Q >0 > 0 FASCIA (MITER @ E CORNER) 021 LINE OF ALUM P05T & <n w' 5KIRT ABOVE 2 Cl! P.T. JOISTS 16" P.T. INTERMEDIATE f� f in O.G. U.N.O. 5UPPORT5 IL ,� ; 4X P.T. BEAM BLOCKING o �M P.T. RIM P.T- RIM in - -- -- -- - - -- FASCIA FASCIA- P.T. RIM _. i Y I: NAILS TYP NAIL5 TYP U W o o NAILS, TYP _ W �V r LINE OF ALUM P05T l r 7 �, LINE OF ALUM P05T I1d liJ A L� L r SKIRT ABOVE & 5KIRT ABOVE LAG BOLTS x 3: I; IN, UJ ` 3 518" 3 518" a --------------- -- - LEDGERLOCK - LEDGERLOCK ` P.T. JOISTS W w V; LAG BOLTS LAG DOLTS 16 O.G. K U.N.O. Q LL Jd=°oo RESUB 4 04 PLAN SECTION @ INSET P05T 5 PLAN SECTION @ INSET P05T b PLAN SECTION @ INSET POST 1,04 1" = 1' Dec 13 2022 ' CITY OF EDMONDS DEVELOPMENT SERVICE EXISTING LANDING, RAILING, AND 5TAIR5 TO REMAIN A5 15 EXISTING ROOF P05T5 TO REMAIN A5 15 (DENOTED BY" E") LINE OF EXISTING PATIO TO REMAIN A5 15 NEW ALUMINUM RAILING 3X3 POSTS DENOTED BY "® " FIELD MANAGER NOTE: FIELD VERIFY (FV) DIMENSIONS ON 51TE PRIOR TO BUILD ESTIMATED DECK BOARDS: *30 DECK BOARDS (GROOVED EDGE) *20'-0" LONG 1 o-r 4-04( WORKING PLAN VIEW BARB STEHR EXISTING WALL, DOOR & WINDOW5 BELOW (SHOWN ON HIDDEN LINES) 6b: 'ETER FASCIA ALE R15ER BOARD) SIGNED 12/7/2022 RESU Dec 13 2022� CITY OF EDMONDS DEVELOPMENT SERVICE w m z z Ln o N w � w w 0 co 24 (V o O � J � Q =0- Q Lu CFI co'o z m 00 �o w U } m Z Q CL (D Z Z W Y> Z a o <^ w LL U E 0 0 W X Q >0 > 0 o U)w �o N N fn GD � N z� z � y Woo W� W o �- z (}x �LLI� z a W`jt' '�z z 0 o J= �°oo11 L NEW DRYSPAGE 5Y5TEP (5EE NOTE NEW LEDGER (SEE NOTE NEW JOISTS, TYP (5EE NOTE NEW BEAM(5), TYP (SEE NOTE NEW POSTS AND FOOTINGS TYP (SEE NOTE ►—, -"%, I T i' FRAMING PLAN VIEW BARB 5TEHR NEW DECK *TIMBERTECH DECKING, COLOR: COCONUT HUSK *FASCIA REQUIRED (MATCHING) *NEW 2X12 P.T. LEDGER W/ 3-5/5" LA65 5" O.G. -#DTT1Z @ 45" O.G. FOR LATERAL SUPPORT -#DTT2Z @ 45" O.G. @ PERPENDICULAR E HOUSE JOISTS *NEW bX12 P.T. BEAMS *NEW 6X6 P.T. POSTS *NEW 2X12 P.T. JOISTS 16' O.G. MID SPAN SUPPORTS OVER -BEAM LATERAL SUPPORTS (3) NEW FOOTINGS, ROUND CONCRETE W/ MPB66Z BRACKETS (SEE PLAN FOR O) *NEW TIMBERTEGH DRYSPAGE SYSTEM, COLOR: WHITE *NEW 4X4 P.T. KNEE BRACES (SEE ELEVATIONS) NEW RAILING *NEW BLAGKALUMINUM RAILING W/ SURFACE MOUNT POSTS (SEE WORKING PLAN FOR LOGATION5) SIGNED 12/7/2022 RESUB Dec 13 2022 CITY OF EDMONDS DEVELOPMENT SERVICE w m z o w � w w m 0 �o rn L�j _ Q o C/ ) mr- p Z m 0 LLI U } m Z a 0 Q > O �j > z Z w Q Z a <^ u ILL LL U E O 2 O v 6 � X rn � m 0 E C E (' o U)W U) �o .O� N O �O M � N z Lr) z w y Woo W� LLLJ 0 0 x �Ldz z a LLJ Uj oa 1J=�Llmg-pl I BEAM AND POST P.T. 4X4 KNEE BRACE 1 /2" x 4" GALV. LAG SCREW W/ PL WASHER, EMBED 2" MIN INTO P05T AND COUNTERSINK TO KNEE -BRACE 2 ---------- -- �_ i . L Ell ............... 177 I . . ............. * ......... .. .................. ................................ ............ ....... ............. ................ ......................................... ................. ............ ......................................... ............ ............. .............. .. ..... .............. --- .............. 1-1- ...... ............ . - .... I ........ .......................................... .. .................. EAST ELEVATION 0"f 1/4" = 1' MW SIGNED 12/7/2022 EXISTING HOME NEW ALUM RAILING EXISTING ROOF POSTS TO REMAIN A5 15 TYP NEW FASCIA NEW BEAMS AND POSTS TYP / % O"i ABOVE GRADE EXISTING GONG PAD TO REMAIN NEW FOOTINGS TYP RESU Dec 13 2022� CITY OF EDMONDS DEVELOPMENT SERVICE w W z Z o w w N N CO N CD — a) 2 d Q o H m Cf) z m o W U Co Z 0 z o o z J w W In U W X Q >m > 0 E E �W Cl! /n W I- � N {n 0 z y Woo W� W o I— z 0x3c W [ 9 z a WWI' �z 2 ��� o Ld = cI i rn X z rn z :2 G� o � rrn zn z 3 z O 0 to rn A — > > rn z O a o o z r- > A 4 rn o rn rn c z 0 z p = p:2 3 N O Nrn rn t�1� > r U► z iI it > z 9'-0 1 /2" p MATGH E A rn r Ap �I z •• � .. _ _ TANF FT FrNFIIAIIAII171 7 T 7TT I� TT I I IIIIHIIHIIHHHHHHHHHH IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I I I I I I I I I I I I I I I I I IIHHHHHHHHIIHIIHIINI1111 I IIIInIInllnn1HHnnnn� I I I I I I I I I I I I I I11111wIIUIIUUUUUUdwW Ilnnnnnnnnllnllnllnlll I I I I I I I I I I I I I I I I I ICJ UH UJ UUU11 U11 J I I U1111 IIIIIhIIHIIhHHhhHhhHhll I I IIIIIIIIHIIIIIILIIIIIIIIIIIIII I I I I I I I I I I I I I I I I I I IIHHHHHHHHIIHIIHIIHIII II_I I_I - - I_I - - I_I - I_I - I I IIIIINIIHIINNHNNHNNNNI I I I I I I I I I I I I I I I I I I IIrnnnnnnn11n11nI1n11111 11 7 T �In 7 T �In 7A Il Ul1UUUUUIIUIIUIIUIII �0 m o < 0 IrTI m �Gj�� m o Cl) o Z coN �3 Az O C o <o N W N N m N EVERGREEN HOME EXTERIORS BARB STEHR SHEET NUMBER 11507 Steele St. S Tacoma, We 98444 ELEVATION 18501 79TH PL W 253.888.2607 Evergreenhomeexteriors.com EDMONDS, WA 98026 ROOFING I SIDING I WINDOWS I DECKING SCALE: 1/4" = 1' (U.N.O.) DRAWN BY: JDC DATE: 10/28/2022 REVISION #: 1