2301 RUCKER AVE 2017 Plans 2022-10-28

G�neral Structural Notes 6/28/2017 Design Maps Summary Report THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS �}� � �esi�gr� N1a�s �t�r�r��ry RepOrt CRITERIA B. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS user-specified Input ST'f�lBGTURAL 15. PRESSURE TREATED WOOD ( INCLUDES PRESERVATIVE AND FIRE TREATED�SHALL BE UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD. �uilding Code ��ference �ocument ASCE 7-10 Standard EIOICINEERING 1. ALL MATER I ALS, WORKMANSH I P, DES I GN, AND GONSTRUCT I ON SHALL CONFORM TO THE TREATED PER AWPA STANDARD. PRESSURE TREATED WOOD FOR ABOVE GROUND USE I NSTALLAT I ON OF LAG BOLTS SHALL CONFORM TO THE NAT I ONAL DES I GN (whici� utilizes USGS hazard data available in 2008) DRAW I NGS, SPEC I F I CAT I ONS, AND THE 2015 SEATTLE BU I LD I NG GODE. SHALL BE TREATED TO RETENT I ON OF 0. 25 PCF. WOOD I N CONT I NUOUS CONTACT SPEC I F I CAT I ON FOR WOOD CONSTRUCT I ON (2008 ED I T I ON� WI TH A LEAD BORE site Coordinate� 47.98707°N, �22.21o8�w zi24 Third Avenue-Suite ioo-Seattle,WA g8iz� WITH FRESH WATER OR SOIL SHALL BE TREATED TO A RETENTION OF 0. 40 PCF. HOLE OF 60 TO 70 PERCENT OF THE SHANK DIAMETER. LEAD NOLES ARE NOT sit� �oi� +�Ia�sification site �Iass � - `�stiff soil" p: Zo6.443.6z�2 ssfengineers.com 2. DESIGN LOADING CRITERIA: WOOD FOR USE IN PERMANENT FOUNDATIONS SHALL BE TREATED TO A RETENTION OF REQUIRED FOR 3/8" AND SMALLER LAG SCREWS. EARTHQUAKE . . . ANALYSIS PROCEDURE: EQUIUALENT LATERAL FORCE PROCEDURE 0. 60 PCF. SODIUM BORATE (SBX� TREATED WOOD SHALL NOT BE USED WHERE �tisk �a$�gory I/ii/III � LATERAL SYSTEM: L I GHT FRAMED WOOD SHEAR WAL.LS EXPOSED TO WEATHER. FASTENERS ND T I -- � :��'�. . } _� � � & ��:��`��"�� .: . � ;. :��f > " �'��`�'"�,� �� A MBER CONNECTORS W I THOUT AMMON I A I N 18. WOOD FRAM I NG NOTES THE FOLLOWI NG APPLY UNLESS OTHERWI SE SHOWN ON THE � . �� _ }K ; �� ; : ;� .,; �.� . �. � n � SITE CLASS=D, Ss=1. 309, Sds=0. 873, S1=. 497, SD1=0. 498, � ��.;� �� '�� ,� ` ; ��, : � ; '�� `� � DIRECT CONTACT WITH ACQ-A� (UP TO A RETENTION LEVEL� OF Q. 40 PCF), CBA-A PLANS: � � z, � �; � �� . � '� ��.�� - �� . � � �� ,;�' `� �� .�� ,� nF�� Cs=O. 134, SDC D, Ie=1. Q, R=6. 5 � � � �, � �� 't,{�� l�� : (UP TO A RETENT I ON LEVEL OF 0. 41 PCF), CA-B (UP TO A RETENT I ON LEVEL OF � � �, � �� ' � � �� .�� 0. P A. ALL WOOD FRAM I NG DETA I LS NOT SHOWN OTHERW I SE SHALL BE C4NSTRUCTED TO �.': _�� .� �� ° � � ��, ;;� � :; ; �� : ��;��; � 21 CF , OR SBX TREATED WOOD SHALL BE G185 OR� A185 HOT DIPPED OR �, , � „ �� ,: , �, ,. N� � � , � �,e�,,,g; ,��, 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SA�ETY PRECAUTIONS AND THE � � � " � -�� THE M I N I MUM STANDARDS OF THE I NT RNAT I ONAL BU L I NG C E H � r :; �� ;��- �. ,� �:� � �� ':� �;;�� ..,...�� . ��:�� ' '� CONTINUOUS H4T-GALVANIZED PER ASTM A653.� FASTENERS ANR TIMBER �CONNECTORS E I D OD , T E AITC � � � �:- �� ;�:- ,� �, ��, � x� METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFOR�1 THE » » � �� '�� . �� -��=��` � �:� _ ��'�� fi��`��;; � T I MBER CONSTRUCT I ON MANUAL AND THE AF&PA NAT I ONAL DES I GN ��`";;:'�a�.�. �� ; � ��: ��.'�� ;��` � ��` '� �=:� � �� , :'��. ;� �,w�� ;� x:: � CONTRACTORS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY WITH AMMONIA IN DIRECT CONTACT WITH ACQ-A (OVER A RETENTION LEVEL OF 0. 4� � . x� �,� - -�� .� � ..�. � , .,� ; � � " � ;�� . ,� �` - �,�� ; �,.:�s �� ' � ��:;�' �� ,�� 31728 � � � PCF , CBA-A OVER A RETENT I ON LEVEL OF 0. 41 PCF CA-B OVER A RETENT�I ON SPE I F I CAT I ON FOR WOOD CONSTRUCT I ON . M I N I MUM NA I L I NG, UNLESS � �„ �, ��: x� �� „� � � � � . � �,,�„ �� , � ,:, , r., � AUTHOR I TY OR ACTUAL AND�OR D I RECT RESPONS I B I L I TY FOR THE SPEC I F I C WORK I NG � � )� � x fi�. � n,, � �.,�,, �� t,� � .�;�� ; � , �,� �; o � OTHERWI SE NOTED, SHALL CONFORM TO I BC TABLE 2304. 9. 1. COORD I NATE THE ` �;;;��, �` � �- � '"�' � �� :� �� . �' -�� .: � ,;,� '�� LEVEL OF 0. 21 PCF OR WITH ACZA TREATED WOOD SHALL BE TYPE 304 OR� 316 ' �`�� `��"�� r� �� ` �'`�� _ ��`�� , �t �� . .�: � , .�:. ��:��, �'Ip COND I T I ONS AT THE S I TE AND�OR FOR ANY HAZARDS RESULT I NG FROM TNE ACT I ONS �� S I AN �� ` '��'_�� _ �`' �° �� "� � �� '�t` � ,'`-.�`�� ` � � ` ��",..� �� OF ANY TRADE CONTRACTQR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, STAINLESS STEEL ZE D L.00ATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL � �� , � � � �� y � ��Zg�l� �. � � DRAWINGS. �;�� _�� ,�� °��. '�r �',�� ° �� SUPERV I SE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEF I C I ENC I ES TO ��; � y� �� s�,�t l��c� ��,,� , ;� �� ;. ,� �� < � �� -� ��.u�� : THE OWNER, CONTRACTORS, OR OTHER ENT I T I ES OR PERSONS AT THE PROJECT S I TE. 16. T I MBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE , �� ` �� °� '�� ' � �� " �,� ,��:; � �� ` ;�� "STRONG-T I E" BY S I MPSON COMPANY AS SP � I F I TH B. WALL FRAM I NG: REFER ARCH I TECTURAL DRAWI NGS FOR THE S I ZE OF ALL WALLS. � �`�� .ra� a�� ; �r �:; ��'�� : �� ;� x�" : .�+ � , EC IED N EIR CATALOG NUMBER „ ; � ��...� ;�� ,;�.� �_��.,,� ; ;� �.n�.�_�. � ,� �� xw �,� � �� ; �Rawrv: �_ � ALL STUDS SHALL BE SPACED AT 16 0. C. UNO. TWO STUDS M I N I MUM SHALL BE � ;. �� s:� _ �� , . ,� �,�-; �� f � � �� 4. CONTRACTOR SHALL PROV I DE TEMPORARY BRAC I NG FOR THE STRUCTURE AND 2 11. EQU I VALENT DEV I CES BY OTHER MANUFACTURERS MAY BE SUBST I TUTED, . �� , ;;�� „��.� � � � ``�� r �r, �,�� ECF' ��... , � , PROV I DED AT THE END OF ALL WALLS AND AT EACH S I DE� OF ALL OPEN I NGS, AND � � � ,�;: � � �, �� .�� .� ��`�� ;�� :�� STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN PROVIDED THEY HAVE ICC-ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ��.� � �� `� �� _�� x AT BEAM OR HEADER BEARING LOCATIONS. � > e€��t��„.. � „ ' �� `:_ � `� ° � :� �Esicrv: � � �� a..�. .�..,, �� ECP ACCORDANCE WITH THE PLANS. CONFORM TO ASCE 37-Q2 "DESIGN LOADS QN PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER FOR USGs�Provided output STRUCTURES DURING CONSTRUCTION". MAXIMUM LOAD CARRYING CAPACITY. CONNECTORS SHALL SE INSTALLED IN ALL NEW WALLS SHALL HAVE A SINGLE BOTTOM PL.ATE AND A DOUBLE TOP PLATE. CHECKED: ACCORDANCE WI TH THE MANUFACTURER' S RECOMMENDAT I ONS. END NA I L TOP PLATE TO EACH STUD W I TH TWO 16d NA I LS, ANQ TOENA I L OR END �S = 1.309 g SMS � 1.309 g �D5 = 0.873 g �A 5. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE NAIL EACH STUD TO BOTTOM PLATE WITH TWO 16d NAILS. FACE NAIL DOUBLE APPROVED: COND I T I ONS ARE NOT SPEC I F I CALLY I ND I CATED BUT ARE OF S I M I LAR CHARACTER TO ALL SH I MS SHALL BE SEASONED AND DR I ED AND THE SAME GRADE (M I N I MUM) AS S1 = 0.497 g �N11 = 0 J47 g �pi = 0.498 g ABB DETRILS SHOWN SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED SUBJECT TO MEMBERS CONNECTED. TQP PLATE WITH 16d @ 12" O. C. AND LAP MINIMU�1 4' -0" AT JOINTS AND ' ' PROVIDE EIGHT 16d NAILS @ 4�' �. C. EACH SIDE JOINT. For information on how the SS and S1 values above have been calculated from probabilistic (risk-targeted) and REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER. ALL TYPICAL AND NOTES deterministic ground motions in the direction of maximum horizontal response, please return to the application and SHOWN ON DRAWINGS SHALL APPLY, UNLESS NOTED OTHERWISE. TYPIGAL DETAILS 17. WOOD FASTENERS ALL NEW STUD WALLS SHALL NAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD se�ect the��2009 NEHRP"building code reference document. CLIENT: MAY NOT NECESSARILY BE INDICATED ON THE PLANS BUT SHALL STILL APPLY AS FRAMING BELOW WITH TWO ROWS OF 16d NAILS @ 12" ON-CENTER OR ATTACHED SHOWN OR DESCRIBED IN THE DETAILS. WHERE TYPICAL DETAILS ARE NOTED ON A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING � �rfe�r��'�;;«,�u��='-f��r�� .��,µ;�Lt1��N��r�r��n Cascadia Seismic THE PLANS, THE SPECIFIED TYPICAL DETAIL SHALL BE USED. WHERE NO TYPICAL SPECIFICATIONS: TO CQNCRETE BELOW WITH 5/8" DIAMETER ANCHOR BOLTS @ 4' -0" ON-CENTER �" �� '=" �" 19010 68th Ave NE C203 DETAIL IS NOTED, IT SHALL BE THE CONTRACTOR' S RESPONSIBILITY TO CHOOSE EMBEDDED 7 MINIMUM, UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF �,, �� THE APPROPRIATE TYPICAL DETAIL FROM THOSE PROVIDED. THE CONTRACTOR SHALL SIZE LENGTH DIAMETER BUILT-UP POSTS SHALL BE NAILED TO EACH OTHER WITH TWO ROWS OF 16d @12" Kenmore, WA 98028 I.I Z 4 J� SUBMIT ALL PROPOSED ALTERNATE TYPICAL DETAILS TO THOSE PROVIDED WITH 8d 2-1/2" 0. 131" ON-CENTER. UNLESS OTHERWISE NOTED, GYPSUM WALLBOARD SHALL BE FASTENED ,�,�, 2�, p: 206-801-5999 RELATED CALCULATIONS TO THE ENGINEER FOR APPROVAL PRIOR TO SHOP DRAWING �6d 3-1/2u 0. 135" TO THE INTERIOR SURFACE OF ALL STUDS AND PLATES WITH N0. 6 X 1-1 f4" } ��_ <y, nl= e: dave@cascadia-seismic.com PRODUCT I ON AND F I ELD USE. TYPE S OR W SCREWS @ 8" ON-CENTER. � �'Y' � �-' �``� IF CONTRACTOR PROPOSES THE USE QF ALTERNATE NAILS, THEY SHALL SUBMIT `1� � �s� � 1�, REN�YATION NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR To ENERGY CODE �'_ �``�. -�-�. �,, � ,� � '� � . fS.28 . � r IJ F �b t .� y C O N S T R U C T I O N)F O R R E V I E W A N D A P P R O V A L. � �� ' h�� °� 415 4rIJ t��.`ir s� �3.;n,�t'�� ga 6. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE 19. EXISTING CEILING WALL, OR FLOOR CAVITIES EXPOSED DURING CONSTRUCTION �T; A� � rl�n � a,r� ' C f + I '' �,�;;. COMMENCING ANY QEMOLITION. SHQRING SHALL BE INSTALLED TO SUPPORT _ SHALL BE FILLED WITH INSULATION PER 2015 SEATTLE ENERGY CODE, �1"'' `1=� �:� `1f� n'y� �.�� -�=r� i.� �f� i.jY� '�� f1�-Y� �f� �.1� �1� �.�-� i.-� �.:� i.�n �.i� =�� `� S� NAILS PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE - - - EX I ST I NG CONSTRUCT I ON AS REQU I RED AND I N A �1ANNER SU I TABLE TO THE WORK DR I VEN FLUSH TO FACE OF SHEATH I NG WI TH NO COUNTERS I NK I NG PER�I I TTED. PRESCR I PT I VE APPROACH: R 101. 4. 3, EXCEPT I ON 3. 2x 4 FRAMED WALLS SHALL BE �`"'''.T{�:`_7 �'="`''',r 4��`=� � � � SEQUENCES. DEMOLITION DEBRIS SNALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD INSULATED TO A MINIMUM OF R-15 AND 2x6 FR�MED WALLS SHALL BE INSULATED TO THE EX I ST I NG STRUCTURE. L I M I T CONSTRUCT I ON LQAD I NG � I NCLUD I NG DEMOL I T I ON A M I N I MUM OF R-21. For PGAM, T,, CR;, and CRl values, please view the detailed report. DEBRIS) ON EXISTIN6 FLOOR SYSTEMS TO 40 PSF. Although this information is a product oi the U.S. Geological Survey, we provide no warranty, expressed or implied,as to tfie accuracy of the data contained therein.This tool is noc a substitute for technical subject-matter knowledge. 7. CONTRACTOR SHRLL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELZNES ONLY AND MUST BE VERIFIED. PROIECT TITLE: https://earthquake.usgs.gov/cn2/designmaps/us/summary.php?template=minimal&Iatitude=47.987069&longitude=-122210797&siteclass=3&riskcateg... 1/1 Blandino Retrofit 8. CONTRACTOR SHALL CHECK FOR DRYROT AT ALL AREAS OF NEW WORK. ALL ROT SHALL BE REMOVED AND DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED AS THESE DOCUMENTS NAVE NOT BEEN 2301 Rucker Ave APPROVED FOR THE ISSUANCE OF Everett, WA 98201 DIRECTED BY THE STRUCTURAL ENGINEER OR ARCHITECT. PUBLIC WORK, MECNANICAL, FIRE ANCHORAGE suPPREss�oN, ELECTRICAL OR PLUMBING PERMITS Seismic Retrofit (5BC 2015/ASCE 7-10) 9. EXPANSION BOLTS INTO CQNCRETE SHALL BE STRONG BOLT 2 WEDGE ANCHORS AS seismic criteria: MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY AND INSTALLED IN STRICT � CONFORMANCE TO I CC-ES REPORT NUMBER ESR-3037, I NCLUD I NG M I N I MUM EMBEDMENT OCCUPANCY CA7EGORY: u REVISIONS: REQUIREMENTS. BOL.TS INTO CONCRETE MASONRY OR BRICK MASONRY UNITS SHALL BE IMPORTANCE FACTOR: 1.0 SITE CLASS D Sps= 0.873 I NTO FULLY GROUTED CELLS. R= 6.5 Sp�= 0.498 h= 25 ft I�eriod,T= 0224 10. EPDXY-GROUTED I TEMS (THREADED RODS OR RE I NFORC I NG BAR) SPEC I F I ED ON THE � � � � � : : � : : : : : : : : : : : : : : : . : : : : : : : : : : : . . : . . : . . . � . : . . . . . . . . . . . • . . . . . . . . . . - � . � � � � � � � � � � � � � � ss= �.�09 cs 0.134 DRAW I NGS SHALL BE I NSTALLED US I NG "SET-XP" H I GH STRENGTH EPDXY AS � . � � � � �. - � � � � � � � � � � � � = - � - � � � - � - • - � � � � � � � � • � � � ' � � � � - � � � � : � : : : : : : . : : : : : : : : : : : : : : : : : : : : : s,= o.4g� CsmaK 0.343 MANUFACTUREDBYTHESIMPSONSTRONG, TIECOMPANY. INSTALLINSTRICT : : : : : : : : : : : : : : : : : : : : : : . � � : . ; : : . : . . - . . . � . . . . . . . - � � � � � � � � - - - � � � � - � � � � � � � - � • � � � � • � � - - � � � � Fa= � Csmin o.o�o - •�/S,�:� �. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . F„= 1.503 Controlling Cs 0.134 . . . . . . . . . . . . . . . . . . . . . . . . . . ACCORDANCE WI TH I CC-ES REPORT N0. ESR-2508. RQDS SHALL BE ASTM A-36 � � � � � � � � � � � � � � - � � � � - • - - � � � � � ' - � � � � � � ' - � � � � " . . . . . . . . . . . . . . . . . UNLESS OTHERWISE NOTED. . . . . . . . . . . . . . . . . . . : :S1M � . : : . : . : . . . . : . . . . . . . . . . . . . . . . . . . . . . . . : . . - - - . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . : . . f . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Building Weight . . . . . . . . . . . . . . . .. . .. .. � . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . r. . . . . . . . . . . . . . . . Floor DL(psf) A(sq.ft.j W(Ibs) 11. CONCRETE SCREW ANCHORS INTO CONCRETE AND CONCRETE MASONRY UNITS SHALL BE ' : : . . : _ . . . : . � � �. � . . . . - . ��g1_1 � � � - � � � � • - � • � � � � � � � � • � � � � � � � � - � - � � � � � ' � � � � � - - � � � � � � � Roof Zo �6ao 33600 T I TEN HD HEAVY DUTY SCREW ANCHOR AS MANURFAGTURED BY THE S I MPSON _ . . - . . . .- . � . . .1/S 1,1 . - . . . . . . - - � � • � • � � • - • • � - � � � - � � � � : : : : : : : : : . : : : : : : : : : . : � : ; : : : : : : 2�d 20 �o2c zo52o Redundancy Factor,p= 1.3 STRONG-TIE CORP. , INSTALLED IN STRICT ACCORDANCE WITH IGC-ES REPORT N0. : � � . . : .1%S:1..1 . . . 7. . . . . . . . . . . • . . • . . - • �1�S1:1 • • � � - • � � • • � • - � • - • • � � � � � ' ' ' � � ' � � � ' ' ' ' � ' ' " ' �st 20 1680 33600 . .5�� - . . _ . . . . . . . . . . . . . • S�M . . . . . - - - - , • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 Base Shear,Vease= 15310 Ibs ESR-2713 (CONCRETE), N0. ESR-1056 (CMU), I NCLUD I NG M I N I MUM EMBEDMENT : : : �; : , . , . , �.: : . . . . . . . . . . . . . . . . . �:�,,;' . . . . . .- . - . � . � � • � � � - � - � � � � � - � � � � � � � REQU I REMENTS. SCREW ANCHORS I NTO CONCRETE MASONRY UN I TS SHALL BE I NTO . . . - � � � � - � � � � � � : : : : : : : : : : : : : : : : : : : : : : : : : . : : : : : : : : : : : : : : sum= s��2o Vas�_�7Vease= 10717 ibs ISSUE: FULLY GROUTED CELLS. SUBSTITUTES PROPOSED BY CONTRACOT SHALL BE SUBMITTED '_�: : ; : : : . . : : : : : : . : : : : : : : : : : : : : : : : : : . : : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � � � : wa��seismic �oading: , � : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FOR REVIEW WITH ICBO, OR ICC REPORTS INDICATIONS QUIVALENT OR GREATER • � � � P�rI�It LOAD CAPACITIES. ' '�: : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : _ : : : : : : : : : : : : : : : : : : : : : : : :� : : : :�� ; wau v(�bs) Wall(ft) v(Ibs/ft) `� ��1�� "�`��`1 f /� North Exterior 5359 45.0 119 • 1JS1�.1. . . . . . . . . . . . . . .*• •,� - � �. . . . . . . . . . . . �. . . . . . . . . . ��%� �' . . Wo�D . . . . . . . . . . . . ��G/�� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . South Exterior 5359 29.0 185 SHEET7Ti"LE: � • • • �'-�" . . . . . . West Exterior 5359 36.0 149 12. FRAM I N6 LUMBER SHALL BE K I LN DR I ED OR MC-19, AND GRADED AND MARKED I N : : : :��. : : . . : : : . : . . : : : : : : : : : � � : : : : ; : • : : ; - : : : : : : : : : : : c!�f : �L'��` �c��: : : : ' : : : : : east exter�or 5359 25A 198 ST RU�T U RAL N OT ES CONFORMANCE WZTH W. C. L. B. STANDARD GRAaING RULES FOR WEST COAST LUMBER N0, ' � � AND PLAN 17. FURNISH TO THE F4LLOWING MINIMUM STANDARDS: : � ` � � : : ; : : _ : _ �i,G�i ��'` . . '�. . . . . . . . . . , . 1/51�.� . . . . . �� i/� • � . . . . •� • • • • • ' Siu Plate Bolting• � . .'. . . . . . . . �• . . . . . �� . . . . . . . . . . . . . . SIM' . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ALL STRUCTURAL WOOD DOUGLAS-F I R-LARCH OR HEM-F I R N0. 2 � •1lS1:1• • • • � • - � • � • • • • • • �+�'�"�'"� ' ' ' ' ' ' ' ' ' ' ' ' ' ' � � � � � � � � � . . . . Maximum Anchor Spacing For Various Retrofit Anchor O tions � . : : : : : . � : : .: : : : : : : : : : : : : � : : : : : : : : : : : : : : : : : : : : : : : : : : : � ��l� . . : : . : . -. � � SCALE: 13. PLYWOOD SHEATHING SHALL BE GRADE C-D, EXTERIQR GLUE OR STRUCTURAL II, .��. . . • - � . � � • � � � � � � - � � � � • .� � � � • - • • � � - � � • � � � . � - � � • � � � � • � � � • � � � � � : : : : : ; : : : wau �/2��DiaTitenHD URFP FRFP 3/4"=1'-0" UNO North Exterior 32 in oc 72 in oc 72 in oc EXTERIOR GLUE IN CONFORMANCE WITH DOC PS 1 OR PS 2. ORIENTED STRAND BOARD : ; : : : ; ' ' : : . . . : � `� I�. . ��' . . • � • � � � - � � � � � � �� • � � ' ��9`� � � ' ' ' ' south exterior 32 in oc 4s in oc �s in oc DATE: . � . . �f�-�- : : � � � � �,�,�.. ��T� :� : . . . : . . QF EQU I VALENT TN I CKNESS, EXPOSURE RAT I NG AND PANEL I NDEX MAY BE USED I N � � � . � • • � � � � � • � � � � � � • - � ' � ' ' ' ' _' ' ' � � ' " " � ' ' ' ' ' ' ` ' � . ,k . . . . . . . . . . . . . • • - West Exterior 32 in oc 4$in oc �2 in oc .7une 28, 2017 L I EU OF PLYWOOD. : . � : : : : : : : �s��% :�;�,,�:�7!�G�C.�:�: �f�: : : : : : : : : : : : : : :�'�-;��,�: '��:�:�.��. . � . . 11068-2017-12-00 East Exterior 32 in oc 32 in oc 48 in oc PROJECT NO: : 4/S1•.1.� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ��'� • • SHEET N0: WALL SHEATH I NG SHALL BE 1�2'� �NOM I NAL� WI TH SPAN RAT I NG 24�4. � � � � • . � � � � • � � � � - � � � � - � � � � � � ' ' • � ' � ' ' ' ' � � ' ' � ' " ' ' ' : : : .�: . . . . . : : : : : : : : : : : : : : . . : : : : : : Pony Wal!Retrofit: . . . . �r,��. . . . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . REFER TO WOOD FRAM I NG NOTES BELOW FOR TYP I CAL NA I L I NG REQU I REMENTS. � �� . � � � � • � � • - � � - - � � • � � � � � � - • ' � ' ' ' • : : � : : ; : ' � � " " � " ' : : : : : : : : . : : : : : : : : : : : : : . : : : . . : . . . wau ww(n) Edge Nailing A35/L70 Uplift(Ibs) Trib DL(Ibs) Net Uplift(Ibs) Ho�down min.�.w w/no Hn - • a/S�.a . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . : . North Exterior 0.0 8d@4 16 in oc 0 8325 0 None N/A 14. ALL WOOD I N D I RECT CONTACT WI TH CONCRETE OR MASQNRY SHALL BE � • - � •� � � • � � � � � - � � � � � � � � � � � � • - • � � � � � � • � • : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : ' � ; : : ; : : : : . . south�xterior o.0 8d@4 ts in oc 0 1110 0 None N/A � . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � PRESSURE-TREATED WI TH AN APPROVED PRESERVAT I VE OR �2� LAYERS OF ASPHALT . . . . . . . . . . . . . . . . . . . . . . . . . . - . . • . . . . - - - • • � � � � - � - � � � : : : ; : ; : : : : : : : : : : : : west EXterior o.0 8d@4 16 in oc o �99$ o None N/A _ . . . . .. . . . . . . . . . I MPREGNATED BU I LD I NG PAPER SHALL BE PROV I DED BETWEEN UNTREATED WOOD AND � - - = - • � • � � � - � - � ' ' ' � � � ' � ' - • � - ' ' � ' ' � ' � ' : : : : : : : : : : : : . . . . . . . . . . . . . . . . . . east exterior o.0 8d@4 �6 in oc o 832 0 None N/A . . . . . . . . . - - � � : � � 2/S1.� . _ . . . o N0: OF SHEEfS: � CONCRETE OR MASONRY. . . : . : : : : : : . . : . �. � ��: . � . (�,�_�"-?�..-•: : . � : ' SIM� ' : . . . . . . . : . . : . . . : . . . . . . �. . : : : . . . : . : : ; . . . . � . � . . . . . . . . . . . .1�S1�1,vS1:1. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �. . . . . � . . . �� -,u . .�� '�:-' ._.. . . . . . . .' . . . . . . . . . . . . . . . . . . . . . . . . . . � , . . . . � . . . . . . . . . , . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . �R��,u�� Date: 6/28/2U17 � E1IGINEERING . . . . . . . . . . . . . . . . . . . . . . . . . .�_2� . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Project#: 1106$-2017-12-00 c� • ' ' ' ' ' ' ' ' , , , . . . . - • • • • � 2124 Third Avenue.Suite 100.Seattle.\!A 98121 Q . . . . . . . . . . . . . . . . . . . . . . . . . . . . Design: ECP � . . . . . . . . . . . . . . . . . . �. . . . . . . . . . . . . . . . . . . . . . . . Z�S�,�, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , wwwssfengin=er.mm Sheet: CR-1 � . � APPROVALS: , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . - . . . . . _ . . - . . . . . . . - - . . . . . . . . . 0/fice: 206.443.6212 I . Fax: 206.443.4870 Permlt#: B17Q7-006 ' ��`��"� �-� Site Address: 2301 RUCKER A5lE � �� Qwner. BLANaINOJOSEP �� � H PAU L ��t{ ��, �v��-� Tenant: [TenNamel . } � .�� App. Date: 7/6/ZQl7 � ` Retrof it pla n � � ��,�� Prapased Use: MULTI-FAMILYALTERATION • '�� '�J'�;��t�,��-�� Descriptian: VOLUNTARY SEISMIC RErR�FIT Scale: 1/4„ - 1,_�„ �'=�r•fr�it ��d��;ces � R�v��w�d ey: �� o�t�: '�" '��-'��- �fFice Set 1oFa Sit et FirefPlanning etS