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General Structural Notes
<br /> The Following Apply Unless Noted Otherwise on the Drawings
<br /> Criteria Concrete Wood (Continued) IBC 2018 Wood Fastening Schedule
<br /> 1. ALL MATERIALS,WORKMANSHIP,DESIGN,AND CONSTRUCTION SHALL CONFORM TO THE 1. CONCRETE SHALL BE MIXED,PROPORTIONED,CONVEYED AND PLACED IN ACCORDANCE WITH 6. WOOD FASTENERS 4303 Stone Way N
<br /> DRAWINGS,SPECIFICATIONS,AND THE 2018 INTERNATIONAL BUILDING CODE. IBC SECTION 1905,1906 AND ACI 301,INCLUDING TESTING PROCEDURES.CONCRETE SHALL A.NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS:
<br /> 2. DESIGN LOAD CRITERIA ATTAIN A 28-DAY STRENGTH OF fr--3,000 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5-12 SIZE LENGTH DIAMETER Seattle,WA 98103
<br /> STAIR AND CORRIDOR LIVE LOAD 100 PSF SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 8d 2-12" 0.131" -_., _ 206.258.6333
<br /> GUARDRAILS/BALCONY RAILS 50 PLF 5"OR LESS.(STRUCTURAL DESIGN OF FOUNDATION IS BASED ON A fc=2,500 PSI,PER IBC 10d 3" 0.148" .,,.. •-
<br /> 1705.3.23,SPECIAL INSPECTION IS NOT REQUIRED.) 16d BOX 3-12" 0.135"
<br /> GUARDRAILS/BALCONY RAILS CONCENTRATED LOAD 200 LBS 2. THE MINIMUM AMOUNTS OF CEMENT MAY BE CHANGED I F A CONCRETE PERFORMANCE MIX IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS,THEY SHALL SUBMIT NAIL •.,.�.,�,
<br /> SNOW Pf=25PSF IS SUBMITTED TO THE STRUCTURAL ENGINEER AND THE BUILDING DEPARTMENT FOR SPECIFICATIONS TO THE STRUCTURAL ENGINEER(PRIOR TO CONSTRUCTION)FOR REVIEW •.�..- �`;-';,:_;' _ ��01*,max G�'
<br /> WIND Iw=1.0,GCpi=0.18,98 MPH APPROVALTWO WEEKS PRIORTO PLACING ANY CONCRETE THE PERFORMANCE MIX SHALL ANDAPPROVAL. 6°•• .•-•-a,; Oft°` • ~Co�P
<br /> (ULTIMATE),EXPOSURE'B", INCLUDE THE AMOUNTS OF CEMENT,FINE AND COARSE AGGREGATE,WATER AND NAILS-PLYWOOD(APA RATED SHEATHING)FASTENERS TO FRAMING SHALL BE DRIVEN
<br /> KZT=1.00 ADMIXTURES AS WELL AS THE WATER CEMENT RATIO,SLUMP,CONCRETE YIELD AND FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. _
<br /> EARTHQUAKE SUBSTANTIATING STRENGTH DATA N ACCORDANCE WITH IBC 1903.1.THE USE OF A B.ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307.PROVIDE WASHERS
<br /> PERFORMANCE MIX REQUIRES BATCH PLANT INSPECTION,THE COST OF WHICH SHALL BE UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD. - 1, uoeo ,,"
<br /> FORCE PROCEDURE
<br /> ANALYSIS PROCEDURE: EQUIVALENT LATERAL PAID BYTHE GENERAL CONTRACTOR.REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF INSTALLATION OF LAG BOLTS SHALL CONFORM TO THE NATIONAL DESIGN _ .._ qO�•URA L s,Cfi
<br /> --•---� Ic -
<br /> LATERAL SYSTEM: LIGHT FRAMED SHEAR WALLS RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY TO THE SPECIFICATION FOR WOOD CONSTRUCTION(2005 EDITION)WITH A LEAD BORE HOLE OF ssfoxe
<br /> CONTRACT DOCUMENTS.CONTRACTOR OR SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR 60 TO 70 PERCENT OF THE SHANK DIAMETER LEAD HOLES ARE NOT REQUIRED FOR --- _
<br /> BASE SHEAR(ALLOWABLE) V�3 KIPS FRONT,V=0.4 KIPS BACK SPECIFIED PERFORMANCE. 3/8"AND SMALLER LAG SCREWS. L - -
<br /> SITE CRITERIA SITE CLASS=D,Ss=1.228,Sds=0.982, 3. ALL CONCRETE WITH SURFACES E%POSED TO WEATHER OR STANDING WATER SHALL BE 14. WOOD FRAMING NOTES-THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: ": ...,._ L 1
<br /> S1=0A36,SD1=0.523,Cs�.108 AIR-ENTRAINED WITH AN AIR-ENTRAINING AGENT CONFORMING TO ASTM C260,C494,AND A.ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE ���+
<br /> SDC D,Ie=1.0,R=6.5 C618.TOTALAIR CONTENT FOR FROST-RESISTANT CONCRETE SHALL BE IN ACCORDANCE MINIMUM STANDARDS OFTHE INTERNATIONAL BUILDING CODE.MINIMUM NAILING,WITH TABLE ACI 318 TABLE 41.1 MODERATE EXPOSURE. UNLESS OTHERWISE NOTED,SHALL CONFORM TO TABLE 2304.10.1.COORDINATE THE •:
<br /> SEE PLANS FOR ADDITIONAL LOADING CRITERIA "•^ ^'v• -•--• -A Lt j
<br /> 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS 4. REINFORCING STEEL SHALL CONFORM TO ASTM A615(INCLUDING SUPPLEMENT S1),GRADE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL r
<br /> FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND 60,fy=60,000 PSI.EXCEPTIONS:ANY BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL DRAWINGS. CmV
<br /> BE GRADE 40,"0,000 PSI.WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185.SPIRAL B.FLOOR AND ROOF FRAMING:PROVIDE DOUBLEJOISTS UNDER ALL PARALLEL PARTITIONS - r«�
<br /> CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM A615,GRADE 60,fy=60,000 THAT EXTEND OVER MORE THAN HALF THEJOIST LENGTH AND AROUND ALL OPENINGS CV I J
<br /> PRIOR TO CONSTRUCTION. PSI IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED.PROVIDE SOLID BLOCKING AT ALL _.__ _ -� y
<br /> 4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS,MEMBER SIZES,AND CONDITIONS S. CONCRETE PROTECTION(COVER)FOR REINFORCING STEEL SHALL BE AS FOLLOWS: BEARING POINTS.TOENAILJOISTS TO SUPPORTS WITH TWO 16d NAILS.ATTACH TIMBER - - -
<br /> PRIOR TO COMMENCING ANY WORK ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN FOOTINGS AND OTHER UNFORMED SURFACES CAST JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON METALJOIST HANGERS IN :� �•"� r
<br /> ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. AGAINST AND PERMANENTLY E%POSEDTO EARTH 3" ACCORDANCE WITH NOTES ABOVE.NAIL ALL MULTI JOIST BEAMS TOGETHER WITH TWO ""'• _
<br /> S. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL FORMED SURFACES EXPOSED TO EARTH ROWS 16d @ 12"ON-CENTER 0 C �w7 "' ""• ^ _ '
<br /> COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE OR WEATHER(#5 BARS OR SMALLER) 1-12" UNLESS OTHERWISE NOTED ON THE PLANS,PLYWOOD ROOF AND FLOOR SHEATHING LUL
<br /> WITH THE PLANS. SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED AT 6" )
<br /> 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, ON-CENTER WITH Bd NAILS TO FRAMED PANEL EDGES,STRUTS AND OVER STUD WALLS 7 �, 1-
<br /> TECHNIQUES,SEQUENCES OR PROCEDURES,REQUIRED TO PERFORM THE CONTRACTORS ASSHOWN ON PLANSAND@12"ON-CENTERTO INTERMEDIATE SUPPORTS.PROVIDE CITY
<br /> •-- ^•i';
<br /> WORK THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL APPROVED PLYWOOD EDGE CUPS CENTERED BETWEEN JOISTS/TRUSSES AT UNBLOCKED 1 11 jj O ^
<br /> AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE Anchorage ROOFSHEATHING EDGES.ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED T&G - ���. u
<br /> AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. JOINTS ORSHALL BE SUPPORTED WITH SOLID BLOCKING.ALLOW 1/8"SPACING ATALL _
<br /> THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT,SUPERVISE,NOTE,CORRECT,OR 1. EXPANSION BOLTS INTOCONCRETE AND CONCRETE MASONRY UNITS SHALL BE PANEL EDGESAND ENDS OF FLOORAND ROOF SHEATHING.TOENAIL BLOCKING TO fm� Q eS _
<br /> REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO THE OWNER,CONTRACTORS,OR OTHER STRONG-BOLT2 ANCHORS AS MANUFACTURED BYTHE SIMPSON STRONG TIE COMPANY SUPPORTS WITH 16d @ 12"ON-CENTER UNLESS OTHERWISE NOTED. •--� - - - - -'
<br /> ENTITIES OR PERSONS AT THE PROJECT SITE AND INSTALLED IN STRICT CONFORMANCE TO ICC-ES REPORT NUMBER ESR-3037,
<br /> 7. CONTRACTOR-INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND INCLUDING MINIMUM EMBEDMENT REQUIREMENTS.BOLTS INTO CONCRETE MASONRY OR _- _ �_
<br /> BRICK MASONRY UNITS SHALL BE INTO FULLY GROUTED CELLS.SPECIAL INSPECTION IS IBC 2018 Wood Fastening Schedule _ _
<br /> STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. REQUIRED FOR ALL EXPANSION BOLT INSTALLATION. I -..... _ > 73 O
<br /> CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 2. EPDXY-GROUTED ITEMS(THREADED RODS OR REINFORCING BAR)SPECIFIED ON THE -- W- N
<br /> 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE DRAWINGS SHALL BE INSTALLED USING"SET-3G"HIGH STRENGTH EPDXY AS 00
<br /> CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS MANUFACTURED BYTHE SIMPSON STRONG TIE COMPANY.INSTALL IN STRICT ACCORDANCE - - - "'-" < j M
<br /> SHOWN,SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED,SUBJECT TO REVIEW AND WITH ICC-ES REPORT NO.ESR-4057.SPECIAL INSPECTION OF INSTALLATION IS REQUIRED. �.", Lam. - Q Q
<br /> APPROVAL BYTHE ARCHITECT AND THE STRUCTURAL ENGINEER. RODS SHALL BE ASTM A-36 UNLESS OTHERWISE NOTED. -- -
<br /> Wood --._.__ _ � O C)Quality Assurance C _
<br /> 1. FRAMING LUMBER SHALL BE KILN DRIED OR MC-19,AND GRADED AND MARKED IN > _ 0J
<br /> i. SPECIAL INSPECTION SHALL BE PROVIDED IN ACCORDANCE WITH THE PROJECT CONFFURNIISSHrTO THE FANCE O
<br /> LLOWING LOWING M NIIMUM STGRADING ANDARDS RULES FOR WEST COAST LUMBER N0.17. _ y _ -1" V C O = O ;
<br /> SPECIFICATIONS AND SECTIONS 110 AND 1704 OF THE INTERNATIONAL BUILDING CODE BY A 01515 (2%&3%MEMBERS) HEM-FIR N0.2 T •6�."^, - C L11
<br /> (V W
<br /> QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT, AND RETAINED BY THE J
<br /> BUILDING OWNER.THE ARCHITECT,STRUCTURAL ENGINEER AND BUILDING DEPARTMENT AND BEAMS: MINIMUM BASE VALUE,Fb=850 PSI Y- �` - (1) Q ° " -
<br /> SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION AND TEST RESULTS. SPECIAL r -
<br /> C
<br /> INSPECTION IS REQUIRED OFTHE FOLLOWING TYPES OF CONSTRUCTION: (4X MEMBERS) DOUGLAS FIR-LARCH NO.2 ,^ ""•_,- v ,� (Q ^� - -^^�-•^^
<br /> EXPANSION BOLTS AND THREADED EXPANSION INSERTS PER MANUFACTURER MINIMUM BASE VALUE,Fb=900 PSI "'- -. -' v ------•- O
<br /> EPDXY GROUTED INSTALLATIONS PERMANUFACTURER 0 n I
<br /> BEAMS: (INCL 6X AND LARGER) DOUGLAS FIR-LARCH NO.1 _ _ , V
<br /> MINIMUM BASE VALUE,Fb=1350P51 - 0 7
<br /> _
<br /> Geotechnical POSTS: (4X MEMBERS) DOUGLAS FIR-LARCH NO.2 - - E V
<br /> MINIMUM BASE VALUE,Fc-1350 PSI _� -
<br /> CL
<br /> 1. FOUNDATION NOTES:ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE (6X AND LARGER) DOUGLAS FIR-LARCH N0.1 -"'s` ur Q C (n ^"'°""'^"^^•"^•"""^^ ^^'_`^"s°'^
<br /> ,..
<br /> ASSUMED AND THEREFORE MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER OR MINIMUM BASE VALUE,Fr-1000 P51 ..„_ ., '� _.•�_.•"••.°•^.>••"••^••-w•.�w~+"•".••+TM
<br /> APPROVED BY THE BUILDING OFFICIAL IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, "•'•" >
<br /> NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. STUDS,PLATES&MISC.FRAMING: DOUGLAS-FIR-LARCH OR HEM-FIR NO.2 - _ O
<br /> FOOTINGS SHALL BEAR ON FIRM,UNDISTURBED EARTH AT LEAST 18"BELOW ADJACENT 2. PLYWOOD SHEATHING SHALL BE GRADE C-D,EXTERIOR GLUE OR STRUCTURAL II,EXTERIOR
<br /> FINISHED GRADE. UNLESS OTHERWISE NOTED, FOOTINGS SHALL BE CENTERED BELOW GLUE IN CONFORMANCE WITH DOC PS 1.ORIENTED STRAND BOARD OF EQUIVALENT >°....... Q°�
<br /> COLUMNS OR WALLS ABOVE. THICKNESS,EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. CL
<br /> BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND A ROOF SHEATHING SHALL BE I2"(NOMINAL)WITH SPAN RATING 32/16. Rf (/)
<br /> PROVIDE FOR SUBSURFACE DRAINAGE. B.FLOORSHEATHING SHALL BE 3/4"(NOMINAL)WITH SPAN RATING 48/24. - -•-"-�•- - =- C y
<br /> ALLOWABLE SOIL PRESSURE 2000 PSF C.WALL SHEATHING SHALL BE 12"(NOMINAL)WITH SPAN RATING 24/0. _.
<br /> LATERAL EARTH PRESSURE(RESTRAINED/UNRESTRAINED) 55 PCF135 PCF D.REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING REQUIREMENTS.
<br /> 3. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE-TREATED i�+
<br /> COEFICIENT OF FRICTION WITH AN APPROVED PRESERVATIVE OR(2)LAYERS OF ASPHALT IMPREGNATED BUILDING ••••.--•••-•• - (/) L
<br /> (FACTOR OF SAFETY OF 1.5 INCLUDED) 0.3 PAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND CONCRETE OR MASONRY.
<br /> 4. PRESSURE TREATED WOOD SHALL BE TREATED PER AWPASTANDARD.PRESSURE TREATED -•-•-� -, - __ �yv,('`5 No. Date Issue
<br /> WOOD FOR
<br /> VE GROUND USE SHALL BE
<br /> CONTINUOUS COONTACT WITH FRESHWATER R OIDL SHALL BE TREATED TO A RETENTION OF _ - U) �'°••x�`' �� � r,`(q
<br /> i.. I1P/1 04/0423 Permit
<br /> Renovation 0.40 PCF.WOOD FOR USE IN PERMANENT FOUNDATIONS SHALL BE TREATED TO A RETENTION Q
<br /> OF 0.60 PCF.SODIUM BORATE(SBX)TREATED WOOD SHALL NOT BE USED WHERE EXPOSED '•" _ -•- Q L _ 08/25/23 Permit
<br /> 1. DEMOLITION:CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING TO WEATHER FASTENERS AND TIMBER CONNECTORS IN DIRER CONTACT WITH ACQ-A, - x Correction
<br /> ANY DEMOLITION.SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS CBA-A,CA-B,OR SEX TREATED WOOD SHALL BE G1 85 OR A185 HOT DIPPED OR CONTINUOUS V
<br /> REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES.DEMOLITION DEBRIS HOT-GALVANIZED PERASTM A653.FASTENERSAND TIMBER CONNECTORS IN DIRECT W Q)
<br /> SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONTACT WITH ACZA TREATED WOOD SHALL BE TYPE 304 OR 316 STAINLESS STEEL - ^-•- - -
<br /> CONSTRUCTION LOADING(INCLUDING DEMOLITION DEBRIS)ON EXISTING FLOOR SYSTEMS 5. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE"STRONG-TIE"BY __- - - _
<br /> TO 40 PSF. SIMPSON COMPANY,AS SPECIFIED IN THEIR CATALOG NUMBER C-C-2015.EQUIVALENT 'N;'t,:•-'° -
<br /> 2. CONTRACTOR SHALL CHECK FOR DRYROT AT ALL AREAS OF NEW WORK ALL ROT SHALL BE DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED,PROVIDED THEY HAVE ICC-ES ,,�.. •--,..�� Permit#: B2304-056
<br /> REMOVED AND DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED AS DIRECTED BY THE APPROVAL FASTENERS O EQUAL
<br /> O BY MANUFACTURER.CONNECTORS SHALL REINSTATER LOAD CAPACITIES.PROVIDE NUMBER LLED N SIZE F - Site Address:
<br /> 2011 HOYT AVE
<br /> STRUCTURAL ENGINEER OR ARCHITECT. _
<br /> ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. ,.. -
<br /> ALL 2XJOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH"LUS"SERIESJOIST HANGERS. _ •• _ Owner: RETYCH JAMES SI LORRAINE
<br /> ALL TJI JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH"ITT"SERIES JOIST HANGERS.ALL
<br /> DOUBLE JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH"MIT"SERIES JOIST Tenant:
<br /> APPROVED HANGERS.
<br /> WHERE CONNECTOR STRAPS CONNECTTWO MEMBERS,PLACE ONE-HALF OFTHE NAILS OR �...,.,, _ ,.. ,"._- App.Date: 4/14/2023
<br /> BOLTS IN EACH MEMBER
<br /> Office of Community, Planning& Economic Development ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE(MINIMUM)AS MEMBERS Permit Type: COMMERCIAL BUILDING
<br /> PLANNING DEPARTMENT CONNECTED. Subtype: COMMERCIAL ALTERATION(T.I.,INTERIOR
<br /> (� DEMO,ADDITION,ETC)
<br /> Nam C �DATE: Description: REMOVE AND REPLACE EXTERIOR STAIRS
<br /> Reviewed 13 Dater & j
<br /> Office Set Job Site Set
<br />
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