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APPROVED BLD PLN - RESUB1 BLD2021-0417+Architectural_Plan+4.29.2021_1.51.13_PM+2171350RS-6 REND/REMODEL CARPORT TO GARAGE CONVERSION PERMIT DRAWINGS - CITY OF EDMONDS CHRIS TAFFERA 627 GILTNER LANE EDMONDS, WA 98020 Parcel # 27032400222600 Legal Description: Section 24 Township 27 Range 03 Quarter NW - WLY 100FT OF ELY 483FTTH PTN GOUT LOT 2 IN SD SEC 24 DAF - BEG NE COR SD GOUT LOT 2 TH W 30FTTH S 30FTT0 COR OF PAVED RD & 7TH AVE N PROD IN CITYOF ED TH S00* 12 OOW ALG W LN 7TH AVE N PROD FOR 157.67FTT0 TPB TH N89*39 OOW ALG LN PLW N LN SD GOUT LOT 2 FOR 568.43FTT0 INT WITH ELY MGN 3RD AVE N TH S29* 18 OOW ALG SD ELY MGN 86.85FTTH S89*3900E 611.07FTT0 INT W LN 7TH AVE N PROD TH N00* 12 OOE ALG SD W LN 76FTT0 TPB EXC TH PTN THOF CONVYD TO CITY OF ED FOR RD R/W BY QCD REC UND AFN 2270223 (PER SWD REC AFN 200708010570) RS-6 ZONING NO NEW LOT COVERAGE ADDED; ALL UNDER EXISTING CARPORT ROOF LOT AREA = 6,600 SF COVERAGE = 2,304 SF; 2304/6600 = 34.9% OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES APPROVED PLANS MUST BE ON JOB SITE City of Edmonds Building Department APPROVED Plans ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE DRAWING INDEX Al SITE PLAN A2 FLOOR PLANS A3 ELEVATIONS AND DETAILS S3.1 STRUCTURAL SECTIONS &DETAILS APPROVED BY PLANNING �� ��� May 13 2021 Zone RS-6 Corner Flag Setbacks: Required Actual Front 20� 21' Sides 5' 12', 7' Rear 15' 15' Other .---- 25' � 15'-3" Height _____________ ' O 0 in 7'-0� I N I I EXISTING GAS M ETER I I N I 100' -0 " 74' -0 " COVERED DECK EXISTING 1 LEVEL SINGLE-FAMILY RESIDENCE ENTRY I• EXISTING WATER METER I o `" City Of Edmonds Building Department Work ' CARPORT/GAR CONVERSION ------------------------------------------------------- Address 627 GILTNER Owner TAFFERA Approved Date 5/10/2021 Building Official ����� �������� Permit Number; BLD2021-0417 EXISTING5' UTILITY EASEMENT#2286320 100' -0 " NOTE: SITE PLAN SITE PLAN INFORMATION DEVELOPED FROM CITY OF EDMONDS GIS MAPS AND APPROXIMATED AS -BUILT DIMENSIONS OF THE EXISTING HOUSE STRUCTURE. THE UNDERLYING SITE INFORMATION SHOWN ON THIS SITE PLAN IS NOT FROM AN OFFICIAL SURVEY. PROPERTY CORNERS ARE APPROXIMATIONS BASED ON THE GIS MAP DATA. STO RAG E � ! � I j I +� I � o I o IM � I I I 12'-0" I j I I I I I I EXISTING I SEWER LINE I I ,._.—•— � 319 SF GARAGE CONVERSION FROM EXISTING COVERED CARPORT O RESUB Apr 29 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT E 0 c.� m a' •� (n O s i a .. �0 N � c� aNQ�:� ����� �o ����� �� �oo�� Yo��� � 00 M M � W O N � � 0 N � w 00 z ��¢oo ?' � � w � z vi � �a�000 WNC'30N J = N � O CiUCflWN z 0 v> oc w v��� � � d z � w � c c a a U w Q a C'3 N ~ � N N m Z W = 3 H U � G W m z c� W 0 w U w �_ d w c= W m O N 0 Z N O_ � N>I o W � � � 1�Sg� REGISTERED ARCHITECT BLAKE D. FISHER STATE OF WASHINGT�N z a W H �J Al r �� ��� � Wi�tidiArr � 1 i� ■�1dGW ��' T 1 1i '' i . -- �; � � - = - � � ,, f M��R B EL�'Rx►�I � ` " - rt � . ¢U� � n 'ter SI? ❑ � �� � FAMILY RM � �: �� � . Q - � �� ' �' Ra�c� sK►#rM►q rr+aow rrin � lr�� OOOI• �� I t10r► fD �►CJNG �''ti'�i - � 3-tr�',c��-v�T'� - - - ,. � � r ❑�i��`�1� � �� r M an rfi'+� � D � �u�qe � ' � � �_; L ,�, r ��n � , NIwLL � re+�.e na��ord Ibr�►Ir� �rM w�i , r L 1 � - � • � �� �. 3.-� 3�-b � a Q �.k slrr �C ,� d � F.x�r�Y � � ---#� � If - ' C���' BEM a� � � �- �-i4 lam_ I � }� . • • • � ■ I � � �� I � � � � �I��► �J • � r-� CLE�C �; - - � � � � � �1 strlt ■ y.-�� r - ��� �� "� �'- R4�G�Ci# i+K �i �S.+YJ �rMCJ� A• CG h .- 1� �D�PE�t1 �4��aC_ �-a"1�L _ - };'. { -� �.:�: r-:-mac wr INFILL GRAVEL WITH CONC. SLAB TO MATCH; - r PROVIDE 4" THICK T CONC SLAB ON GRADE INFILLW/ 6X6 WWF W2.1xW2.1 CENTERED IN SLAB DASHED LINE INDICATES MIN. 1/2" GYP. BOARD WITH 2X2 STUD FURRING ATOP STUCCO AND BRICK FLOOR TO CEILING TO CREATE SEPARATION FROM GARAGETO LIVING SPACE PER R302.6 • '' r f �•� - � - .�__ INFILL GRAVEL WITH CONC. SLAB TO MATCH DOOR TO GARAGE FROM LIVING SPACE TO BE � r MINIMUM 20 MIN. FIRE RATED DOOR WITH SELF CLOSING OR AUTO CLOSING • � � � Imo. 1 1 �►" Rr+tiGt rNOCiCSO !�",�,� �r� ipeae ��,r _ �{ �e�pl�c� tic ist� �n0ow - �, � n� �� ,-�' QIhiIN� _� ■ �iS[��t►�� �TQr ENTR Y ��� 6ri�r! Eo•� wt�p b'�C��i' �.�i�h�-n�,_ . �. 2'-7 1/2" f ;� � � � � - ' '' aryr w�.� r r �+ ir� _" r� to aR � — C3�' "� �-" � �cse sx�t � ■�enc�+ d► to � � o �r�owr ALL ELECTRICAL WORK WILL NEED DEFERRED SUBMIT PERMIT BY ELECTRICAL SUBCONTRACTOR. .—.—.—.—.—.—. _.I HEAT DETECTOR TO BE INSTALLED IN GARAGE AREA PER IRC 2018 R314.2.2 AND MUST BE INTERCONNECTED TO THE SMOKE DETECTORS IN THE HOME I' STORAGE I I I EXISTING 3 POSTS TO REMAIN, TYP. 14'-3" I i i I 4x8 HEADER AT BOTH WINDOW OPENINGS w l � ` of N _. o ` �w o x I � U � 1 � � � NEW ENCLOSED z UNINSULATED GARAGE 9'-0" 9'-0" "' � I NEW FOOTING ALONG EASTAND N I 1 o SOUTH SIDES; CUT POST BASE, TEMP. I � SHORING AND RECONNECT POST BASE I I TO NEW FOOTING — — _._I._. I �� - w 0 I � o � Ln x � � 2'-71/2" Z "' - — — — + 3'-1" NEW 9-OX8-0 TALL GARAGE DOOR N 0 2'-0" N EXISTING FLOOR PLAN 0 1/4 = 1 -0 NEW 2X6 FRAMED WALLS BETWEEN EXISTING POSTS; CONSTRUCTALL EXT. WALLS PER SW-6, UNO ROOF OVERHANG DASHED ABOVE EXISTING 4X4 POSTS, TYP. RESUB Apr 29 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT s ,- cz� w 0 W U � W � 1- � U cfl c � � �--� � +-� N N C.� � � Q��� � � � W _ � Q � � [J] ���� W i� ago Yo o� � � d Ecfl� 00 M W N � m W Z 0 N � � � N � W � � � � y N , Z�Jz°�° � Z vi � � N>I o W C� N U C3 CNfl O W N N � .N W � � a z _o N OC W v � o � Wzc�w � � a Q � d w � a U a C'3 ~ N N m � W N = Z 3 H U � W G m 1�8g� REGISTERED ARCHITECT BLAKE D. FISHER STATE OF WASHINGT�N N Z DC O O J L.L A2 EXISTING ROOF FRAMING EXISTING ROOF FRAMING E 0 c.� i � V � � �-+ �' '� � (n � i ., N cC O Q 00 � � � � c}n¢my= EXISTING 4X12 BEYOND EXISTING 4X12 BEYOND o � c � Y � o � ca � � � � a� � o m a� Y O � � � � M � O � �� EXISTING 4X12 m M w N � EXISTING 4X12 NEW SHEATHING AND SIDING i PER SW SCHEDULE 2X6 STUD FRAMED INFILL i I � WALL BETWEEN EXISTING 4X4 POSTS i � i EXISTIING 4X4 POSTS DASHED BEYOND I I � I x � 6�� 4X4 CLAD POSTS � EXISTING CARPORT EXISTING CARPORT � � SLAB ON GRADE �� SLAB ON GRADE �� HORIZ. #4 BAR i �� PT 2X6 PLATE � I ICI— IIICII I�1E � ���I - _ � --III = 11I =1111 11=_ll11 111 — i�11 — ��1! — �—II — 11�I �111=1I � Il�f II -III.-[ 1=11�-11=I ���11 ��,. �,���II ��,, ll,���ll ��,� 11����1f �,� 11����If� a —-11 l�llf Il���,lf . 1=1 � 11_-1 - � ��.� 11���,II EXISTING EAST WALL SECTION 1" = 1'-0" POST FOUNDATION; FOR NEW FOOTING, DEMO OLD FOUNDATION AND CONNECTIONS, TEMP SHORING AND RECONNECT EXISTING POSTS TO NEW FOOTING WITH FRAMED WALL BETWEEN 11=1 11 I I(2) #4 BARS I kf I I I; -\ =111= I = �=11 = III - II�II lll�l - III I —_111 1� I I I=I 111 � � � � 1"� III1 I � I 1[1 [1�1 en NEW FOOTING - _ ,.-, z c VERT. #4 BARS � o j 18" O.C. -° �f 11 I I • 1, I i= .l II �IIII�III'1''II1i 1'-0" PROPOSED EAST WALL SECTION 1" = 1'-0" NEW FOOTING DRAIN NEW 4X4 P � ,, 1 PROPOSED EAST ELEVATION NEW ENCLOSED GARAGE ON EAST SIDE OFTHIS LINE PROPOSED SOUTH ELEVATION EXISTING BEAM DOUBLE 2X6 CRIPPLE STUDS AT EACH SIDE OF N� B DOOR OPENING Apr 29 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0 N o w � Z a�aoo � LWL W `� W Z N O � Q H O pp O W N O N J = N � O C�UCflW N z 0 w O V ~ U Z � w ��aa � w Q d � U C'3 N ~ N m � N Z W= 3 U w � � m Z C.3 [i3 W O w GC �] W H 2 U Q W I �3 L.L J m rn N 0 Z N r-I NJ o .y W � t� �$Dg REGISTERED ARCHITECT BLAKE D. FISHER STATE OF VVASHINGTQN J Z - 0 Q Q Q J Z W Q A3 WOOD -FRAMED SHEAR WALL SCHEDULE HEM FIR - 8d NAILING APA RATED EDGE NAILING BOTTOM BOTTOM PLATE FRAMING CLIP RIM BOARD FRAMING BLOCKING ANCHOR TO SILL PLATE AT ALLOWABLE SW TYPE WALL BEN) PLATE ATTACHMENT TO WALL THICKNESS & AT PANEL AT PANEL FOUNDATION FOUNDATION SHEAR SHEATHING BELOW GRADE EDGES EDGES CAPACITY(PLF) [3] [8] [3] [3] [5] [3] [12] SEISMIC WIND 1-1/4" 1.55E SW-6 15/32" 8d @ 6" OC 2X 16d SINKER @ 4" OC LTP5 @ 18" OC TIMBERSTRAND 2X 2X 5/8" QJ @ 48" OC PT 2X 242 339 LS L NOTES: 1. ALL FRAMING MEMBERS AND BLOCKING SHALL BE 2" NOMINAL OR GREATER, PER THE SHEAR WALL SCHEDULE ABOVE. ALL JOINTS IN SHEATHING SHALL OCCUR OVER AND BE FASTENED TO COMMON FRAMING MEMBERS OR COMMON BLOCKING. 2. FOR BUNDLED END STUDS, STITCH NAIL TOGETHER WITH FASTENER DIAMETER AND SPACING TO MATCH THE BOTTOM PLATE NAILING TO RIM. 3. IN LIEU OF 3X FRAMING, (2) 2X FRAMING MEMBERS MAY BE USED PROVIDED THEY ARE FASTENED TOGETHER WITH FASTENER, DIAMETER, AND SPACING TO MATCH THE BOTTOM PLATE NAILING TO RIM. 4. ALL NAILS ARE COMMON, UNLESS NOTED OTHERWISE. NAILS SHALL BE DRIVEN WITH THE HEAD OF THE NAIL FLUSH WITH THE SURFACE OF THE SHEATHING. OTHER APPROVED FASTENERS SHALL BE DRIVE AS REQUIRED FOR PROPER INSTALLATION OF THAT FASTENER. 5. FOUNDATION ANCHOR BOLTS SHALL HAVE A GALVANIZED STEEL PLATE WASHER UNDER EACH NUT NOT LESS THAN 0.229"x3"x3" IN SIZE. PROVIDE A MINIMUM 6" ANCHOR BOLT EMBEDMENT INTO THE FOUNDATION. PROVIDE AN ANCHOR BOLT AT EACH END OF EACH SILL PLATE WITH AN END DISTANCE OF 6". 6. ALL SHEAR WALL PANELS SHALL NOT BE LESS THAN 4'X8', EXCEPT AT BOUNDARIES AND CHANGES IN FRAMING. ALL EDGES OF ALL PANELS SHALL BE SUPPORTED BY AND FASTENED TO FRAMING MEMBERS OR BLOCKING. 7. NAILS SHALL BE LOCATED AT LEAST 3/8" FROM THE PANEL EDGES. REFERENCE SCHEDULE ABOVE AND PLAN FOR EDGE NAIL SPACING. NAILS AT THE INTERMEDIATE FRAMING MEMBERS SHALL BE THE SAME SIZE AS NAILS SPECIFIED FOR THE PANEL EDGE NAILING. THE MAXIMUM NAIL SPACING AT INTERMEDIATE FRAMING MEMBERS IS 12" OC. THE MAXIMUM STUD SPACING IS 16" OC. 8. ALL FRAMING CLIPS AND HARDWARE MUST BE INSTALLED PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS TO OBTAIN THE MAXIMUM HARDWARE CAPACITY. 9. EDGE NAILING IS REQUIRED IN ALL HOEDOWN POSTS. EDGE NAILING IS REQUIRED TO EACH STUD USED IN BUILT UP HOEDOWN POSTS. 10. WHERE PANELS ARE APPLIED ON BOTH SIDES OF A SHEAR WALLAND NAIL SPACING IS LESS THAN 6" OC, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. ALTERNATIVELY, THE WIDTH OF THE NAILED FACE OF FRAMING MEMBERS SHALL BE 3" NOMINAL OR GREATER AT ADJOINING PANEL EDGES. 11. NAILS AT ALL PANEL EDGES SHALL BE STAGGERED. 12. PROVIDE HOT DIPPED GALVANIZED NAILS AND FRAMING CLIPS AT PRESSURE TREATED LUMBER. 13. REFERENCE KEY DETAILS FOR ADDITIONAL INFORMATION. SHEAR WALL SCHEDULE SCALE: 1 /4" = 1'-0" STUD WALL FRAMING BOTTOM PLATE ATTACHMENT ADD'L NAILING AS REO'D PER SW SCHEDULE FLOOR FRAMING DIAPHRAGM EDGE NAILING DOUBLE TOP PL STUD WALL FRS SILL PLATE SHEAR WALL SHTG PER PLAN ABOVE EDGE NAILING RIM BOARD SHEATHING SPLICE FRAMING CLIP EDGE NAILING SHEAR WALL SHTG PER PLAN BELOW EDGE NAILING ANCHOR BOLT SHEAR WALL KEY DETAIL FLOOR/ROOF FRAMING HEADER DOUBLE TOP PL NOT SHOWN FOR CLARITY PER PLAN 3x BLKG AT STRAP ABOVE &BELOW OPENING SIMPSON CS14 STRAP ABOVE & BELOW OPENING EXTEND 2'-0" MIN PAST WINDOW OPENING, TYP NOTES: 1. REFERENCE SHEAR WALL SCHEDULE AND KEY DETAIL FOR REMAINING INFORMATION 2. STRAPS TO BE ON BOTH SIDES WHEN SHEAR WALL IS DOUBLE SIDED FTAO SHEAR WALL ELEVATION SCALE: 1 /2" = 1'-0" KING STUDS TRIMMER STUDS WINDOW SILL CRIPPLE STUDS WALL SHTG NOT SHOWN FOR CLARITY Lti � � o U1 � O � �¢ � � a� o 3N �w 3� �� ~~ J O ,�U1 �•M Z � i..� � N '--' � — o } m �� O Lu U ROSE w � ~� � � � 54970 �<v� �� '�F6ISTER�� \� FSS�ONALE�G 4/27/2021 © 2021 CAITLIN ROSE ENGINEERING, LLC ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF CAITLIN ROSE ENGINEERING, LLC AND ARE NOT TO BE USED OR REPRODUCED, IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. w �z w � O z >Q Q — � � � Qw z� � � J� � z c� o WO rw �U � Q DESIGNED BY CRW DRAWN BY CRW DATE DESCRIPTION 4/27/2021 BDC RESPONSE SHEET TITLE STRUCTURAL SECTIONS & DETAILS SHEET NUMBER S3.� PROJECT NUMBER 21-16