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APPROVED PLN_BLD ENG-BLD2020-1007+Plans 9.28.20+1.22.2021_2.33.14_AM+2002815SCOPE OF WORK INCLUDED: TO DEMOLISH AN EXISTING DECK AND BUILD A NEW EXTENDED DECK REPLACING GUARDRAILS IN AN EXISTING DECK (MASTER BEDROOM) GENERALNOTES 1. IT IS SUGGESTED THAT CONTRACTOR VISIT THE PROJECT SITE PRIOR TO BIDDING TO BECOME FAMILIAR WITH THE EXISTING SITE CONDITIONS. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO THE START OF WORK. NOTIFY THE ARCHITECT OF ANY SIGNIFICANT CHANGES IN DIMENSIONS OR CONDITIONS. 3. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS, TOOLS, EQUIPMENT AND SERVICES OF EVERY DESCRIPTION AS MAY BE NECESSARY TO COMPLETE THE SCORE OF WORK DEFINED ON THE DRAWINGS. 4. FABRICATE AND INSTALL ALL WORK IN STRICT ACCORDANCE WITH THE IBC, ALL APPLICABLE STATE AND LOCAL CODES, AND THE GENERAL AND SUPPLEMENTARY CONDITIONS OF THE CONTRACT. 5. ALL CONTRACTORS AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR THE PROPER PERFORMANCE OF THEIR WORK, COORDINATING WITH OTHER TRADES, MEANS AND METHODS OF CONSTRACTION, SAFETY AND SECURITY ON SITE. 6. CUTTING AND PATCHING SHALL BE PERFORMED BY EACH TRADE AS NECESSARY FOR THE PERFORMANCE AND INSTALLATION OF THEIR WORK. CUTTING AND PATCHING SHALL BE PERFORMED IN A WORKMANLIKE MANNER CONSISTENT WITH INDUSTRY STANDARDS FOR FINISHES AND SUBSTRATES AFFECTED. 7. THE CONTRACTOR SHALL PROTECT THE FACILITY FROM WEATHER AND MAINTAIN SECURITY DURING ALL CONSTRUCTION WORK. 8. PROTECT EXISTING PROPERTY DURING CONSTRUCTION. REPAIR OR REPLACE, WITHOUT ADDITIONAL CHARGE TO THE OWNER, ANY EXISTING WORK DAMAGED DURING THE COURSE OF CONSTRUCTION. 9. UNLESS ITEMS OF MATERIAL, EQUIPMENT OR WORK ARE SPICIFICALLY NOTED TO BE PROVIDED OR FURNISHED BY OTHER, THEY SHALL BE PROVIDED UNDER THIS CONTRACT. 10. ALL WORK SHALL BE PERFORMED BY SKILLED WORKERS IN A WORKMANLIKE AND PROFESSIONAL MANNER CONSISTENT WITH INDUSTRY STANDARDS. 11. MATERIALS AND COMPONENTS AS SPECIFIED CONSTITUTE A STANDARD OF QUALITY, UNLESS OTHERWISE NOTED. EQUAL SUBSTITUTES WILL BE ACCEPTABLE ONLY WITH WRITTEN PRIOR APPROVAL BY THE ARCHITECT. 12. THE CONTRACTOR SHALL LEAVE THE WORK IN PROPER WORKING ORDER AND SHALL, WITHOUT ADDITIONAL CHARGE, REPLACE ANY WORK, MATERIALS, OR EQUIPMENT FURNISHED AND INSTALLED UNDER HIS CONTRACT WHICH DEVELOPS DEFECTS, EXCEPT FROM ORDINARY WEAR AND TEAR, WITHIN ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE BY THE OWNER. APPROVED BY PLANNING DRAWING INDEX A100 TITLE PAGE A101 EXISTING DECK A102 PROPOSED DECK A103 NORTH ELEVATION A104 WEST ELEVATION A105 DECK SECTIONS AND DETAILS A106 DETAILS A107 SITE PLAN PROGECT INFORMATION OWNER: WILLIAMSON CHARLES E\ BRANDI L PROJECT ADDRESS: 9220 CASCADE DR, EDMONDS, WA 98020-2972 PARCEL NUMBER: 00646600000501 LIVING LEVEL AREA 3,894 SF EXISTING DECK: 256 SF PROPOSED DECK: 410 SF LOT SIZE: 15,894 SF OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY OWNER/CONTRACTOR IS RESPONSIBLE FOR UTILITIES MAY REQUIRE A SEPERATE PERMIT. EROSION CONTROL AND DRAINAGE 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. ENGINEERING DIVISION APPROVED AS NOTED Jdl, tVgAt",tnt 01/27/2021 VV cQ' Apr 16 2021 ,............................................ Install per manufacturers specifications. Have all manufacturer documentation on site. APPROVED PLANS MUST BE ON JOB SITE City of Edmonds Building Department APPROVED Plans ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE City Of Edmonds Building Department Work ; ---------------------------------------------------- DECK -------------------------------------------------- Address --------------------------------------------- 9220 CASCADE DR -------------------------------------------- Owner WILLIAMSON -------------- Approved Date.: ------ 1 /28/2021 ---------- -------- ---- - Building Official Permit Number; ; BLD2020-1007__________ 0 N O 00 M C W Q � o Q U Uj Uz v O N 2i 0 CIL. W J 0 z elf W U) LU Q 2 U APN. 00646600000501 Sheet Name: TITLE PAGE Date: 9/28/2020 1:44:09 PM Scale: Scale Al00 RESUB Jan 22 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 20'-0" 26'-0" 16, - 0' T 0 314" O - N EXISTING DEC p 00 EXISTING— o� 256 SF LIVING DECK � LU Q ROOM W p Q Ir o U cn MASTER l Q z BEDROOM W U O CD MAIN FLOOR N p CL m LU w r ui u J Y HALL p Q DINING m ROOM ZO LUFRONTCONCRETEPORCH LU Z _I v/ z Q J a -a a -a a -a -- - - 20•-0• j J J 1r-01, `21'-0" J 5 4% APN. 00646600000501 �Q Sheet Name: EXISTING MAIN FLOOR PLAN h ryA z , o.. Date: 9/28/2020 1:45:47 PM Scale: Scale A101 RESUB Jan 22 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 35'-31 X' 8' 17-8" I PRO OSED DECK 410 SF a. d WITH EM TIN 1o'-a 13' - 0" 148' 16' a' 35. r I 2a-a' [ CATWALK LIVING ROOM MAIN FLOOR .I_\IIIIIII DINING ROOM FRONT CONCRETE PORCH F\ 4' 4" 8' 4" 1- ' 4' IT -a' 21'-11' r - - . . - - ■ - - - J I Hardware and fasteners in contact with I preservative -treated wood shall be of ■ ' hot -dipped zinc galvanized steel, I stainless steel, silicon bronze or copper. ,In the absence of manufacturer's recommendations■ Ia minimum of ASTM A 653 type G185 zinc -coated I galvanized steel, or equivalent, shall be used. ■ LIRC R317.3.1 IBC 2304.10.5.1 I ------------------- M.-o„ ISTING DECK MASTER BEDROOM 20' a' i�w q 71v" O N O 00/� l� VJ 1 l'v'v^^JJ vJ / W !� Or 0 Q U 07 07 Q Z W Uo O(D a rn W W E Z Q. co Z Q W Li 2 W Q W W Q v �U APN. 00646600000501' Sheet Name: PROPOSED DECK Date: 9/28/2020 1:46:40 PM Scale: Scale A102 RESUB i__ nn nnnli 0 N O — — — — — — — — — — — — — — — — 00 Q O) W Q Cuj U) _ U) z U W CD � � W J ]In REPLACING AN EXISTING DECK Q Lry.L� L REPLACING GUARDRAIL IN AN EXISTING DECK CATWALK III III -III-III III-III-II III III III III III -III-III-III-III- III -III -III -III -III W Z / � � II III II III III III Z III -III -II I I -III -III III -III -III -III -III- I I -III -III -I 11=1 11=1 I I z IIIIIIIIIIIIIIIII 11111111111111111111111111111111 J z Q � Q W J III III III III III III III III III =III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III= 1=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III =III III III III III III III III III III III III III III III III III III III III III III III III I-1 I I-1 11-1 11-1 I I-1 11-1 11-1 I I-1 11-1 11-1 I I-1 11-1 11-1 I I-1 11-1 11-1 I I-1 11-1 11-1 I I-1 11-1 11-1 I I-1 11-1 11-1 III III III III III III III III III III 11-1 11-1 11-1 11-1 11-1 III III III III III III III III III III III III III III III III III III III III III III III III III III III III 11-1 11-1 11-1 11-1 11-1 11-1 11-1 11-1 11-1 11-1 11-1 11-1 11-1 11-1 11-1 11-1 11-1 I I -� — _ U U APN. 00646600000501 Sheet Name: NORTH ELEVATION Date: 9/28/2020 1:47:52 PM Scale: Scale A103 RESUB Jan 22 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0 N O 00 O) W Q � uj o U cn Uz w CD 75; CL rn LU J 0 Q m Z W Z U) u) z :E Q J W 36" HIGH GUARDRAIL GARAGE W J Q r------ -- --- - - --- - -- ---- --- I � I I I F I I I I I I I I o I o I APN.00646600000501 REPLACED AND _ _—I—_ LIGHTING I —III —III —III —III —III —III —III —III —III —III —III —III —III —III —III —III —III —I I— _ -EXTENDED DECK --I I —III —III —I ICI I —III —III —III —III —III —III —III —III —III —III —III —III —III —III —III —III —III —III —III —I - I r—I n— t1 I tt t1�1 t1�� 11 I I Sheet Name: —III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—I I I —III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III= II I11 1I III III III III III III III III III III III III III III III III III III III III —III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—I 1= 11=III—III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III—III—III—III—III—III—III—M.911 WEST ELEVATION 11 II III II III II III III III III III III III III III III III III III III II III III III III —III= -i I— III—III—III=III—III—I 11—I 11—III—III=III=11-111=III-11-111=III—III—III=III=III—III—I 11—III—III=III=III=III=III=III=III=III—III—III—III—III—I -1 I -1 I M -1 I 1-1 I M -1 I -1 I -1 -III-1 I I-1 1- Date: 9/28/2020 1:48:13 PM Scale: Scale A104 RESUB Jan 22 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 4'-9' 4'-IT 4'-P 4'-T r----------------In I Hardware and fasteners in contact with preservative -treated wood shall be of ■ ' hot -dipped zinc galvanized steel, I stainless steel, silicon bronze or copper. In the absence of manufacturer's recommendations Ia minimum of ASTM A 653 type G185 zinc -coated I galvanized steel, or equivalent, shall be used. ■ LIRC R317.3.1 IBC 2304.10.5.1 I ------------------- Hold-dawn or Sheathinta Siding Fleshing ooa vs mxcx� r�.. En w>. r aeww ro TYPICAL DECK SECTION J�,,J_ Pq,'r_) 1 tension dawtxz Flim stwafhing nakng with 1500 # 1paGii Y ? iafOf0 aHt DeckingSwith hold-down, \, JOIBIE 4 \ � �t JOIsf Hangers �+ Treated 2. ledger _ — 2" min. q-- - 0 aecltJ04t....,�` t ^- F;aor }oist 75 capaci y hold-down device fJ 1........ plaor;aists al 4 locations evenly distributed j Y" along the deck and within 2 R of f each end. Install per J A 4� t ^ manufacturer �� fjt Option # 1 p � Fullythreaded318"diameterlag j Option # 2 jRaquiied fot New Cansttucran IINI pradrilled with a minimum o/ (Existng Construct#on cnlyJ in emhedmanl into solid framing Tflwo CONNECTION DETAILS 36" MINIMUM i HIGH GUARD BEA . JOIST HANGERS 6x6 POST FOR 8'-10' MAX. HEIGHT JOIST SIZING: -2 x 6 JOISTS @16" o.c. FOR SPANS TO A MAXIMUM OF 7'-2" -2 x 8 JOISTS @16" o.c. FOR SPANS TO A MAXIMUM OF 8'-10" -2x10J01STS@16"o.c. FOR SPANS TO A MAXIMUM OF 10'-10" BEAM SIZING: - 2-2 x 6 BUILT-UP BEAM @ MAXIMUM SPAN OF 6'-3" BETWEEN SUPPORTS -2 2 x8 BUILT-UP BEAM @ MAXIMUM SPAN OFT-6" BETWEEN S 0RTS ,t -2-2 x 10 BUILD-UP BEAM @ MAXIMUM SPAN OFT-2" BETWEEN UPPORTS 494 min. post acmax_OL @eV TYp arthreaded rod wl / nuts a washers.i f 1i f 2Faina�S max ..... is max Min. l eoo# tons: on straps SECTION A Von ga€vanized m.b .._ - or threaded rod wt nuts b washers 2z8 rnlin. Clocking � ran 2x8 min, Y!ar jaistshdms 2�'min xx(5'max r do .... DETAILS FOR GUARD CONNECTIONS THAT Min. 180"tension straps CAN RESIST A SINGLE CONCENTRATED I 1 LOAD OF 200 LBS SECTION B DETAILS FOR GUARD CONNECTION �r O t\I �C) 000 CIO ILLI a CW'/ C © E— /�`V^ ! Q Z W U O VJ W F) Z Z m W Q 2 �W Q J W J Q U > U APN. 00646600000501 Sheet Name: DECK SECTIONS AND DETAILS Date: 9/28/2020 1:49:17 PM Scale: Scale Al 05 RESUB I_— nn nnnn PIPE GUARDRAIL Cl? U, 4 12D F-A I t- - — - — - — - — - — - — - — - — - — - Hardware and fasteners in contact with preservative -treated wood shall be of ■ hot -dipped zinc galvanized steel, stainless steel, silicon bronze or copper. .In the absence of manufacturer's recommendations' a minimum ofASTM A 653 type G185 zinc -coated galvanized steel, or equivalent, shall be used. ■ IRC R317.3.1 IBC 2304.10.5.1 m —m—m—m—m—mi 3 1/2' 3/32" 11/4" .. .......... 7 9/16' F Ut TOP RAIL / SERIES 200 2-3,r SQUARF POST POSTMRACKET ATTACHMENT SCREW(2PERSiDE) ii l: MATERIA1 COLOR MATCHED 1 it VINYL CAPS CONCEAL ATTACHMENT HARDWARE FASCIA MOUNT BRACXE, COLOR MATCHED VINYL CAPS CONCEAL WOOD BLOCKING ATTACHMENT HARDWARE RiM JOIST POST CONNECTION OPTION 17 � ove- Pj�tO1d-1?, 2-18' SQUARE POST SQUARE BASE PLATE j DECKNG MATFRI,& POST CONNECTION OPTION WOOD BLOCK.NG R;MJOIST AZEK VINTAGE 5/4 x 6 DECKING AZEK VINTAGE ENGLISH WALNUT DECK BOARD APN. 006466000005011 Sheet Name: DETAILS Date: 9/28/2020 149:36 PM Scale: Scale Al 06 RESUB I— n1% ')rNn4 SITE PLAN OWNER: WILLIAMSON CHARLES E\ BRANDIL ADDRESS: 9220 CASCADE DR, EDMONDS, WA 98020-2972 LEGAL DESCRIPTION: Section 24 Township 27 Range 3 Quarter NE HIGGINS ADDITION DIV. NO. 2 BLK 000 D-01- LOT C CITY OF ED SP S-2000-81 REC AFN 200011225007 BEING PTN LOT 5 EXST PLAT AREA = 15681 SQ. FT OR 0.36 ACRES +/- PARCEL NO. 00646600000501 LOT COVERAGE BY BUILDING: w Z z W J U 0 N O 00 OM Cn C Q � U0 O 75; N � o-) W J 0 Z Q m Z Ow U)U) LU Q J JQ J_ _ 3:U APN. 00646600000501 LOT SIZE: 15681 SQ. FT Sheet Name: EXISTING HOUSE & GARAGE: 2855 SF SITE PLAN PORCH: 120 SF PROPOSED WOOD DECK: 315 SF 3290 SF Date: 12/7/2020 20 9% 9:10:08 PM Scale: Scale A107 RESUB Jan 22 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT