Loading...
APPROVED BLD PLN BLD2022-1127+Architectural_Plan+8.19.2022_6.36.35_PM+3062942r nay APPROVAL STAMP PAGE PLEASE KEEP WITH THE PLANS PERMITTING&DEVELOPMENT r--------------------- FOR DETAILS AND OTHER INFORMATION BUILDING DIVISION 121 5th Avenue N I I PLEASE REFER TO THE ATTACHED P:425.771.0220 ORIGINAL APPROVED SET OF PLANS ' www.edmondswa.gov BLD2019-1479 DATED 5/18/2020 ---------------------- APPROVED PLANS MUST BE ON JOB SITE ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE City Of Edmonds Building Department Work DECK REPAIR - - - - - Address 23616 EDMONDS WAY UNIT G ----------------------------' Owner GAAL Approved Dater vv 09/07/2022 p/ Building Official /I 'C B�ayr ieGQ PermitNumberI"-"` BLD2022-1127 The following documentation shall be available on . site for the building inspector: X❑ COE APPROVED ARCHITECTURAL PLAN SET ' ❑ COE APPROVED STRUCTURAL PLAN SET ; ❑ COE REVIEWED CALCULATION PACKET ❑ ENERGY CREDIT WORKSHEET ❑ SITE PLAN ; ❑ CIVIL PLAN ! RAPPROVED PLAN SET FROM BLD2019-1479 DATED 5/18/2020 ' ■ ; ■ ; ■ CITY OF EDMONDS BUILDING DEPARTMENT 2021 ; APPROVED BY PLANNING C��4-j Aug 31 2022 NOTE: This Stamp page must remain with the city approved plans at all times. Failure to have this Stamp page with the City approved plans could result in delay of the inspections including the FINAL inspection. If lost please contact the city as soon as possible to find a solution. Thank You. a 'a r-- - - - - - - - - - - - - GUARDS SHALL BE CONSTRUCTED TO RESIST A ' ' SINGLE CONCENTRATED LOAD OF 200 LBS APPLIED ANY DIRECTION AT ANY POINT ALONG THE TOP OF THE GUARD. IN ACCORDANCE WITH 2O18 IBC 1607.8 -------------- r.. .I Hardware and fasteners in contact with preservative -treated wood shall be of hot -dipped zinc galvanized steel, stainless steel, silicon bronze or copper. I In the absence of manufacturer's recommendations a minimum of ASTM A 653 I type G185 zinc -coated galvanized steel, or i equivalent, shall be used. I IBC 2304.10.5.1 RECEIVED Aug 23 2022 A, l t --7,],,- " 1­� 1 , - AA- t__ PP Q BY �Pl A-lu 3ko 1E I :NUILD7IN Molmmolklyj APPROVED DATE: BLDG. OFFICIAL: PER IT NUM13 HEARTHSIDE A CONDOMINIUM A PORTION OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN CITY OF EDMONDS, SNOHOMISH COUNTY, WASHINGTON ''- CEILING = 7.50 r 5 �...:...............:...: CULNG HEIGHT LC,A. z-- (vAULWO) u &W # CEq.Y o 60wHi • i 3A, _ _._...._... UNIT F r zm CElUI'G HE1CFt1 a SECOND FLOOR PLAN •• r E,' (YA i CEILIH4' HEIGHT t 9.10 = 9.70 i I j Wit" 0 7I4' YgHOOW W11o0W 11P,EF(AtE KsN00Y1 1 A CEI(iNO HEIGHT _ s.10 6Au42rol MUNG + 7,50 ;CTRINbi HEIOHY; CFI ..-...... .....� UIIG %1EiGH .. 1 = 9.05 a ..,..__.._........ B.00 .. 5.1, 8 LC.A mIEIfRL:...7�6..; cLlvnoL�EGw) cEuHEIca a.r a.00 "d UNIT E n I �EIL9TG fl CEo-aNG HEGHT = I (ryy COLNG HEIGHT ICEIUI�iCL. = 8.00 1' o :I . 2�-WIHOCAS Dolt L.C.A. _ YAuooW N 7 OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE ENGINEERING DIVISION APPROVED 09/16/2022 NOI[S; IIRiLE66 orAEvAst: NOIEO OR SHOWN HEREON, nimrinL" N9 AHE ON THE RiNLR FACE OF IHE OUTER WALL OF IHE UHIT. INNER WALLS APE ShONN FOR LAYOUT PURPUsES OKLY. a. UHN LAYOUT 6 FROM P;,ANS BY ROBERT E. YOUnG 8 ASSOMIES, ARCHITECT. W-10 6-27-9M UNIT Gi 1 CMAO HCC5.10 5WOR 230' 23.0' CDUh'C HMHT = 8,10 182' UAIN pHEIM io .00 77 P UNIT H I CEo.:NO HEGHT � L.C.A. c.r (vAULT69) i i c[nit4a H©GHT _...._..�._.-.-.- �:..... i CEILMC: HEIGHT; a 8.00 GEgltw = 7.556? ' 23.6' F� Dti n NOV 1 LCA. - UMITEO COMMON ARFA .Z 2-1 0 ` 5OD -Ho. 10586 AFL H Garghausen Consulting Engineers, Inc, r Civil Eagfnevhq, Lad Plo A q, Srq, L�e:Tv-. MW 5-itcs 102LS 72d A,m.., Swath *A, WA. 9B032 T.Srohanr (425) 251-6222 Tor: (42S) 25t,-87a2 s%"p l{ S�� NW114 SWIM, SEC. 17-T27N-R4E W.M. 4 "at LAPO „ a �� 08- 0-o 1. SHEET 5 OF 5 liiil�ii�l .71 owl DATE: May 8, 2020 TO: City of Edmonds Permit department FROM: Jennifer Gaal A LA Nolly.gaal@fairwaymc.comAPPLIC-,�,,, l ' RE: Plan Check: BLD2019-1429 Project Address: 23616 Edmonds Way Scope: Repair to existing deck ;LO W Below are responses for resubmittal am r� Gs �e sCo pG ep! Go ert k r aw� General: 1. A set of plans have been provided in this application and it appears that this may have been used as a reference for the set of plans provided for your project. Please keep in mind that this set is stamped by an Architect and permission/approval from the design professional will need to be acquired in order to use the design professional's details. You may provide a set of plans stamped and signed by a design professional or provide details to the construction of the deck to be constructed prescriptively. Please see attached 2. Provide the structural member size and fastening schedule for the cantilevered floor joist of the balcony. Due to the deck being cantilevered provide the detail as to the ratio of the back span shall be not less than 2:1. NA the cantilevered floor joist will not be replaced or modified 3. A fire separation assembly will need to be provided between, both existing dwelling units. NA since we are not replacing or modifying the cantilever floor joist will not be affected and the existing fire separation assemble will not be disturb and to remain intact 4. It appears that this is a water proof deck. Please provide the material being used for the decking, direction of slope, how is deck to be drained form water that may accumulate on the deck. NA the deck (floor) will not he disturbed and to remain originally material and slope S. Clarify where the Desnyglass is to be installed. Densyglass will be installed under new siding over new OSB 6. Type and member size for the new sheathing for the decking along with a fastening schedule. OSB 19/32 7. Detail that would indicate the insulation R value that may be used for this project. NA no current insulation will be disturbed and to remain intact 8. Is there a membrane being used for the decking of the balcony. Provide this in the detail of the construction for this project. NA— decking of the balcony is NOT being replaced and is to remain intact 9. Please provide as much detail as possible that would encompass the scope of work that is to be done if this project is to done prescriptively. Upon review of the resubmitted documents, additional comments may be generated - Replacing the existing stucco with wood slat siding— allowed per HOA - Not replacing the deck (floor of balcony) - Not replacing the existing cantilever floor joist - Fasting schedule 0 3/8form panel edges 0 6" apart panel edges 0 12" apart along intermediate supports Let me know if you need additional information Sincerely Jennifer Gaal 206-399-2982 Holly.gaal@fairwaymc.com i 7 ww r"] JIM N liv 0 Ac- t0ax.7" t7l