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APPROVED BLD RESUB 2 Architectural_Plan+12.1.2021�! �i''��,� _ �Q'.v�� -- �%� � - --____ _----_-I r �� _ _ ��T�� r-I�� wR-�,'� �I�I� � — G I�� ' �i�+li �.y �p N � hT� � N� �R�� ,� �� r �� =- — �- 4 , � �� l�-�i�� I�� ' �i �� i� APPROVED PLANS MUST B� W�rk ON JOB SITE City Of Edmonds Building Department INTERIOR REMODEL cress 537 5TH AVE S ner � ROSE ---------- `��, �� Ap roved Date 12/07/2021 Bui ding Official Eric._C-a-rt�r �� , -� i � Permit Number - _ ��- -' �.-�- BLD2021-1106 �� = � i� � � � � � t�E ---- -� �s, � �. `� �. _�--------I �k-�" � �►►�- � ��T I °��5 _ � - sT��Tu-1�- �"� � �--L�L� ITT i �l� RECEIVED Dec 02 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT REVISIONS BY .� �� c� � �� , �� o �� o ns t� �z a co �e �� n �� . � 0 � �� - � �� >3 Z �; � � rtr�F �z �� 11' Dat® � f /�'�� s�e�a (!� 1 J ! � �� Drawn (� Job ��_� M Sheet `� Of �— Sheets r� x z+ varrrEo ow �w. �aonM c�►nawKr. -- ; O Key N�fr�i � ____ �--� ._ � >��.� � i�'('II�,� 1� ICI --- -- - - _. _ �I��_ � ITT► �� - � ►�I G� I � fi� - - � � � � }�� 3' �� 'f�'1'� � cW) � �� c�� I ��p �� o -C�1 �I��a �� -, � � �z �� x �v � 1 RECEIVED Dec 02 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT REVISIONS BY �� - .._ � �3�. �� N� N� ,� i �,� - wU � � �� o � 4� � � � �¢ � � � u;s a-- O tA] � � v � �� ' � `�' � --�.- Z� 3 � � _ � � �� Date (I/�/� Scat® I��II' I � �� Drawn � �l Jab � � � � Sheet �� Of �.. Sheeta n x t� wu�ti ow No. �aoae c�nwuur. �,� ; v�ti �I��i= 1��N - �X I�TIN� NJr� W _ � ?� ICI [� G-+1�� I i�lU �'-- �,'I��,,�_ (moo, �� - G�c��i� , k �j2.. Imo � � -- _ ___��_ � f � �� -�-.J �. � Zvi � r � O Kam' N�1"� O � �� 20 � MKT �INQ�� - N�ni�,' �NII`� � �W �rJll�14�1 W (�� T- - - - - __ _ __ W � r} D �� 2, �� , 2 [� �� i � � � 1 � 1 � , � �� -I�i�� x � � 1 1 �I��- �'r �� CI � �� N��vJ 'C� rl N RECEIVED Dec 02 2021 CITY OF EDMONDS DEVELQPMENT SERVICES DEPARTMENT REVISIONS BY i " �7.dy �� .., - �� - W� � � ®¢ J �¢ �� a �� — � � °� �, � � �� '` �- a � � �� Date j I%,��2 Scale I�c�-l�� Jp Drawn �%1'[� �b 2 l -_� � -- -- Sheet �� _-- Ot Sheete u x u �uwrEo oN ra. �aonw c�vrawr. v — 1 - - �- �i N-I�I � - � - � SIP p��#� � --- ��1 �-�� ' _ �f� � F ,� � 1 � u _�i �� 1�� mod- � �� %� 2-�i' �� - -�'' �� I' � ��, �©u �� j1 �� s.«%f,1�� u �� I� � ►.pr 12' t� � 2 '� � ./ � ! �� i I f � �. --- � � {�� --� ��1 -- ; % , ----- ---- G�� C�0 i � � � I �� e � � / /� I �` � �� _� ��1 RECEIVED Dec fl2 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT REVISIONS BY �� e� � � era ai c°�.a [] � F z �� ►-- o z �� oQ PC J � � � � o o tJ: � Id- a Ln � �?�}.. �� 0 � � � �� -��- -- � �- # �` 1� i opt® (C ��21 Drarwn � --__--- J®b �p `�i Shy®t �� Ot � Shy®ts u x is vea�rtty ow wo. �000u CtElWJ�111NT• . GENERAL STRUCT�7RAL Nt�TES {The following aPI�Y unless shown otherwise an the plans} 1, ! SHALL CONFORM TO THE DRAWINGS, SPECiFtCATIONS, THE INTERNATIONAL BUILDING CODE {2ii1$ EDITION), 2. ! I SNOW 25 PSF FLOOR LIVE LOAD {RESIDENTIAL} 4Q PSF 3. CQ.N.T�;p�OR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER 5tZE5, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. CONTRACTOR SHALL VERIFY THE CONTINUITY OF ALL VERTICAL LOAD BEARING ELEMENTS, INCLUDING BEARING WALLS AND COLUMNS, TO FOUNDATIONS. 4. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALE FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES. SEQUENCES, OR PROCEDURES REQUIRED TO PERFORM HIS WORK. 6. FOUNDATtQN NOTES. ALLOWABLE SOIL PRESSURE IS ASSUMED. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH. IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR P05SIBLE FOUNDATION REDESIGN. UNLESS OTHERWISE NOTED, FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE. ALLOWABLE SOIL PRESSURE 2,4tiA PSF ?, (��t,1�QLjJiON: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED IN A MANNER SUITABLE TO THE WORK SEQUENCES. LIMIT CONSTRUCTION LOADING j {INCLUDING DEMOLITION DEBRIS} ON EXISTING FLOOR SYSTEMS TO 24 PSF. $. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED, AND PLACED IN ACCORDANCE WITH IBC SECTION 1905 AND ACt 3t)1-99. CONCRETE SHALL ATTAIN A 28-DAY STRENGTH OF f c = 3,{}tX} PSI {DESIGN STRENGTH = 2,5{33 PSI} AND MIX SHALL CONTAIN NOT LESS THAN 5-1/2 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF S" OR LESS. 9. SHALL CONFORM TO ASTM A51S {INCLUDING SUPPLEMENTS S1}, GRADE 60, Fy = 60,tXttl PSI. 10, �,��FORCtWG �'�L SHALL BE DETAILED {INCLUDING HOOKS AND BENDS] IN ACCORDANCE WITH ACI SP55-9� AND 31$-Q2, DOWEL HORIZONTAL REINFORCEMENT TO EXISTING CONCRETE WITH #4 X 2'-U" EPDXIED 5" INTO EXISTING CONCRETE. 11. I SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" FORMED SURFACES EXPOSED TO EARTH OR WEATHER 1-1/2" 12, EP_ OXy � O#�i �D tTEM� SPEC#PIED ON THE DRAWINGS SHALL BE GROUTED WITH SIMPSON SET-XP ADHESIVE {E5R-250$). INSTALL iN STRICT ACCORDANCE WITH THE MANUFACTURERS' RECOMMENDATIONS, RODS SHALL BE A38? UNLESS OTHERWISE NOTED. 13. ��►.�5�.��M.�.E� SHALL BE KILN DRIED OR MC-19, AND GRADED AND MARKED IN CONFORMANCE WITH W.C.L.I.B. STANDARD GRADING RULES FOR WEST COAST LUMBER N0.1i, LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS. ,��: {2X, 3X, AND 4X MEMBERS) HEM -FIR NO.2 MINIMUM BASIC DESIGN STRESS, F� _ $5t) PSI POSTS AND TIMBERS: DOUGLAS FIR NO.1 MINIMUM BASIC DESIGN STRESS, Ft : 1,i}QO PSf STUDS PLAjE� � �jSCELiAN��{�,LIGHT FRAMING DOUGLAS FIR JHEM-FIR NO.2 14, SHALL BE MANUFACTURED UNDER A PROCESS APPROVED BY THE NATIONAL, RESEARCH BOARD AND SHALL MEET ASTM D 545b STANDARDS. EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, THE NATIONAL RESEARCH BOARD NUMBER, AND THE QUALITY CONTROL AGENCY. ALL LAMINATED VENEER LUMBER SHALL BE MANUFACTURED IN ACCORDANCE WITH NER-125 USING DOUGLAS FIR VENEER GLUED WITH A WATERPROOF ADHESIVE MEETING THE REQUIREMENTS OF ASTM D2S59 WITH ALL GRAIN PARALLEL WITH THE LENGTH OF THE MEMBER. F� = 261'� PSI, E =1.$ x 105 PSI, Fv 285 PSI {FOR 1..8E MEMBERS}, 1S. jtM CONQ[�QQRS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS. PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL SHIMS SHALL BE SEASONED ANp DRIED AND THE SAME GRADE_ -- _ ., (MINIMUM) AS MEMBERS CONNECTED. ALL JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "LUS" SERIES JOIST HANGERS. ALL BEAMS a f SHALL BE CONNECTED TO POSTS WITH "AC" CAPS UNLESS OTHERWISE NOTED. � �� T #�/�f� �ollNDkT!oN �M�Nc-r � �I� 15. WOOD FRAMING NOTES -THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: F►. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 2304.9.1 OF 7HE INTERNATIONAL BUILDING CODE. ALL NAILS SHALL BE COMMON. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING 4N WOOD. B, WALL FRAMING: ALL SPUD WALLS SHOWN SMALL BE 16" O.C, EXTERIOR WALLS SHALL BE 2 x 5 AND INTERIOR STUDS SHALL BE 2 x 4, TWO STUDS MINIMUM SHALL 8E PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS. ALL COLUMNS, UNLESS OTHERWISE NOTED, SHALL BE TWO STUDS. TWO 2 x 6 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATE TO EACH STUD WITH TWO 1fid NAILS, AND TOENAIL OR END NAIL EACH STUD TO BOTTOM PLATE WITH TWO 1tx1 NAILS. FACE NAIL DOUBLE TOP PLATE WITH 15d AT 12" O.C. AND LAP MINIMUM 4'-t3" AT JOINTS AND PROVIDE SIX 16d NAILS AT 4" O.C. EACH SIDE OF JOINT. ALL STUD WALLS SMALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS AT 12" O.C. STAGGERED. UNLESS INDICATED OTHERWISE, INDIVIDUAL MEMBERS OF BUILT-UP P05T5 SHALL BE NAILED TO EACH OTHER WITH 16d � 'i2" O.C. STAGGERED. WHEN NOT OTHERWISE NOTED, PROVIDE GYPSUM WALLBOARD ON INTERIOR SURFACES NAILED TO ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING WITH NAILS AT 7" O.C. USE Sd COOLER NAILS FOR 1/2" GWB AND 6d COOLER NAILS FOR 5/8" GWB. PROVIDE 1J2" {NOM.} APA RATED SHEATHING (SPAN RATING 2AJC1} ON EXTERIOR SURFACES NAILED AT ALL PANEL EDGES (BLOCK UNSUPPORTED EDGES), TOP AND BOTTOM PLATES WITH 8d NAILS Qa t" O.C. AND TO ALL INTERMEDIATE STUDS ANO BLOCKING WITH NAILS @12" O.C. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS. C. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE J015T LENGTH AND AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE SOLID BLOCKING AT ALL BEARING POINTS, TOENAIL JOISTS TO SUPPORTS WITH TWO 16d NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI -JOIST BEAMS TOGETHER WITH 16d � 12" O.C. STAGGERED. UNLESS OTHERWISE NOTED ON THE PLANS, APA RATED SHEATHING SHALL BE LAID UP WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTS AND NAILED WITH 8d NAILS � f" O.C. TO FRAMED PANEL EDGES AND OVER STUD WALLS AS SHOWN ON PLANS AND @►12" O.C. {10" O.C. {� FLOORS} TO INTERMEDIATE SUPPORTS. ALL FLOOR SHEATHING EDGES SHALL HAVf APPROVED TONGUE -AND -GROOVE JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. TOENAIL BLOCKING TO SUPPORTS WITH 16d @ 12" O.C. UNLESS OTHERWISE NOTED. }�„ � � �� ° �� g �:�. --. ., -. �� ,:.. ' ��'� �� .� ..- �.. ,�` - RECEIVED �.�3 Dec 02 2021 _ - _ CITY OF EDMONDS - - _ DEVELOPMENT SERVICES � � � � � � � � � _ � _. � §, DEPARTMENT �f3�41� Gaiifamia Ave SW �' � ""s�°�^t 3 "��; �-�� '" I ,�" t w7xF+g�i�, WA ��k1 � B �� ; � b,,.� - - - REYISIOAIS BY i �� ,.a � .� � �.' � cv �' �• e�-. � � r wM w � �o � c~� �� U �� oz �� - '�- �o �� c.. � � —� �� y -��.- �� t �J � n � � �� Dat® � r ��v�2o�,( S��le N.�. 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