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ALL MATERIALS, HORKMAN5HIP, DE51ON, AND CON5TR.UCTION SHALL CONFORM TO THE DRANIN65, 5PEGIFICATION5,
<br />THE 2015 EDITION OF THE INTERNATIONAL BUILDING CODE
<br />2. DESIGN LOADING CRITERIA
<br />FLOOR LIVE LOAD (OFFICES) 50 PSF OR 2,000 LE35.
<br />EARTHQUAKE : ANALY515 PROCEDURE: IBC "EQUIVALENT LATERAL FORCE PROCEDURE"
<br />5EI5MIC DE516N CATEGORY (51) a D
<br />R15K CATEGORY ® 11
<br />5E 15M I C 51 TE 6LA55 a D
<br />IMPORTANCE FACTOR Ile 1.0
<br />MAPPED MCE 59 0 1.5q; 51 f 050
<br />DESIGN ACCELERATION 5d5 ® IJI; 5di a 0.60
<br />5E15MIC9 RESISTING 5Y5TEM: WOOD PANEL BEARING SHEAR NALL, R ® 6.5
<br />SEISMIC BASE SHEAR V5 � 61 K
<br />5. LATERAL LOADS ARE TRANSFERRED BY THE FLOOR DIAPHRAGMS TO THE SHEAR FALL 5. FORGES ARE BASED ON
<br />THE TRIBUTARY AREA FOR EACH SHEAR MALL AND ARE CARRIED BY THE SHEAR HALLS TO THE FOUNDATION.
<br />4. STRUCTURAL DRANING5 SHALL BE USED IN CONJUNCTION HITH ARCHITECTURAL DRAWINGS FOR BIDDING AND
<br />CONSTRUCTION, CONTRACTOR SHALL VERIFY DIMENSIONS AND GONDITION5 FOR COMPATIBILITY AND 5HALL NOTIFY
<br />ARCHITECT OF ANY 0156REPANCIE5 PRIOR TO CONSTRUCTION.
<br />5. CONTRACTOR SHALL VERIFY ALL EXISTING DIMEN51ONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING
<br />ANY WORK. ALL DIMENSIONS OF EXISTING 6ON5TRU6TION SHOWN ON THE DRAWINGS ARE INTENDED A5 GUIDELINES
<br />ONLY AND MUST BE VERIFIED.
<br />6. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR. THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL
<br />FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE HITH THE PLANS.
<br />3. CONTRACTOR -INITIATED CHANGES SMALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER
<br />FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION, CHANCES SHOWN ON SHOP O WINGS ONLY WILL NOT
<br />5AT15EY TH15 REQUIREMENT.
<br />q. DRANIN65 INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. HHERE CONDITIONS ARE NOT
<br />SPECIFICALLY INDICATED BUT ARE OF SIMILAR OHARACTER TO DETAILS SHOWN, 51MILAR DETAILS OF
<br />CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL
<br />ENGINEER. WHERE INFORMATION ON THE PRANIN65 15 IN CONFLICT WITH THE 5PEGIFIGATION5, THE MORE STRINGENT
<br />SHALL APPLY, SUBJECT TO REVIEN AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. DO NOT
<br />SCALE THE DRAWINGS.
<br />10. SPECIAL IN5PECTION: EXPAN51ON BOLTS, SCREW ANCHORS, AND EPDXY GROUTED INSTALLATIONS SHALL BE
<br />SUPERVISED IN ACCORDANCE WITH IBG 5EGTION5 1104 4 1105 AND THE PROJEGT 5PECIFIGATION5 BY A QUALIFIED
<br />TESTING AGENCY DESIGNATED BY THE OWNER. THE TESTING AGENCY SHALL SEND COPIES OF ALL STRUCTURAL
<br />TESTING AND INSPECTION REPORTS DIRECTLY TO THE OWNER, ARCHITEGT, STRUCTURAL ENGINEER, CONTRACTOR AND
<br />BUILDING OFFICIAL. ANY MATERIALS HHIGH FAIL TO MEET PROJECT SPECIFICATIONS SHALL BE BROUGHT TO THE
<br />ATTENTION OF THE ARCHITECT,
<br />II. FOUNDATION NOTES. ALLOWABLE 501L PRESSURE AND LATERAL EARTH PRESSURE ARE A55UMED AND THEREFORE
<br />MUST BE VERIFIED IN THE FIELD. IF 501LS ARE FOUND TO BE OTHER THAN A55UMED, NOTIFY THE STRUCTURAL
<br />ENGINEER FOR P0551BLE FOUNDATION REDESIGN.
<br />FOOTINGS SHALL BEAR ON FIRM, UNDI5TURBED EARTH (CONTROLLED, COMPACTED STRUCTURAL FILL OR BOTH) AT
<br />LEA5T 16" BELOW LOHEST ADJACENT FINISHED GRADE. FOOTING DEPTHS/ELEVATIONS 5HOHN ON PLANS (OR IN
<br />DETAILS) ARE MINIMUM AND FOR GUIDANCE ONLY; THE ACTUAL ELEVATION5 OF FOOTINGS MU5T BE E5TABL15HED BY
<br />THE CONTRACTOR IN THE FIELD. UNLESS OTHERN15E NOTED, FOOTINGS SHALL BE CENTERED UNDER COLUMNS OR
<br />WALLS ABOVE.
<br />THE STRUCTURAL DESIGN 15 BASED ON THE FOLLOHIN6 A55UMED VALUES:
<br />ALLONABLE SOIL PRE55URE 1,500 P51
<br />12, DEMOLITION: VERIFY ALL EX15TING GONDITION5 BEFORE GOMMENGINC7 ANY DEMOLITION. 5H®RING SHALL BE
<br />INSTALLED TO SUPPORT EXISTING GONSTRUCTION A5 REQUIRED AND IN A MANNER 5UITABLE TO THE NORK
<br />SEQUENCES. EXISTING REINFORCING SHALL BE 5AVED HHERE ,AND AS NOTED ON THE PLANS. SAH GUTTING, IF AND
<br />NHERE USED, SHALL NOT CUT EXISTING REINFORCING THAT 15 TO BE SAVED. DEMOLITION DEBRIS SHALL NOT BE
<br />ALLONED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT 605TRU6TION LOADING (INCLUDING
<br />DEMOLITION DEBRIS) ON EX15TING FLOOR. 5145 TO 40 P5F.
<br />A. ALL NEW OPENIN65 THROUGH EXISTING NALL5, 5LAE35 AND BEAM5 SHALL BE ACCOMPLISHED BY 5AN CUTTING
<br />NHER.EVER POSSIBLE.
<br />6. VERIFY ALL EXI5TIN6 CONDITIONS AND LOCATION OF MEMBERS PRIOR TO CUTTING ANY OPENINGS.
<br />6. HHERE NEH REINFORCING TERMINATE5 AT EXISTING CONCRETE, REBAR DOWELS EPDXIED INTO THE EXISTING
<br />CONCRETE SHALL BE PROVIDED TO MATCH HORIZONTAL REINFORCING, UNLE55 OTHERWISE NOTED ON
<br />PLANS.
<br />&ENERAL 5TRUCTURAL NOTES,
<br />(The, folloviing
<br />O _ R PARTIALLY EMBEDDED IN HARDENv. CONCRETE R_D DENT UNLE55 SPECIFICALLY 50
<br />DETAILED __ APPROVED B THE STRUCTURAL
<br />CONCRETE.
<br />FOOTINGS AND OTHER UNFORMED 5URFAGE5 CAST AGAINST EARTH
<br />FORMED 5URFA( E5 EXP05ED TO EARTH (i.e. HALL5 BELOA GROUND) OR HEATHER
<br />5LA55 AND HALL5 (INTERIOR FACE)
<br />i
<br />... _ n DRIED
<br />fir -. OR
<br />as q (MOISTURE
<br />"e CONTENT
<br />- - THAN AND _
<br />,_ LUMBER: SHALL .. ,. KILN ._ .. ^�. .. � __ ,....- a - _., D MARKED
<br />FOLLONIN6 MINIMUM IN CONFORMANCE NITH STANDARD NO. 11 GRADING RULE5 FOR NE5T COAST LUMBER, FURN15H TO THE
<br />JOISTS (2X, 5X, AND 4X MEMBERS) DOU6LA5 FIR OR. HEM -FIR NO. 2
<br />BEAMS AND 5TRIN6ER5 (INCLUDING b X AND LARGER MEMBERS) OOUGLA5 FIR NO.
<br />P05I AND TIMBER DOU6LA5 FIR NO.
<br />5TUD5,
<br />ALA MISCELLANEOUS
<br />RIM JOISTS AND BLOCKING (1-1/4" MINIMUM THICKNE55 AT NON95HEAR HALLS; SEE SCHEDULE FOR MINIMUM THICKNESS
<br />AT SMEAR HALLS):
<br />6EAM5 AND HEADERS:
<br />Fb m 2525 P51, E � 1.55 x 10' P51, Fv = 510 P51
<br />DE516N 5NON ON PLANS 15 BASED ON MATERIALS MANUFACTURED BY THE HEYERHAEUSER CORPORATION.
<br />ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND
<br />STRUCTURAL ENGINEER,
<br />25. HOOD SHEATHING SHALL BE APA RATED, EXTERIOR GLUE; EXP05URE I, IN CONFORMANCE HITH THE REQUIREMENTS
<br />FOR THEIR TYPE IN DOC P5®1 OR P5®2. 5EE PLANS FOR THICKNESS, PANEL IDENTIFICATION INDEX AND NAILING
<br />REQUIREMENTS.
<br />UNLESS OTHERWISE NOTED ON THE PLANS, FLOOR SHEATHING SHALL BE LAID UP HITH FACE GRAIN PERPENDICULAR
<br />TO SUPPORTS. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED TON6UE®AND-6R.00VE JOINTS OR SHALL BE
<br />SUPPORTED WITH 50LID BLOCKING. ALLON I/b" 5PAGING AT ALL PANEL E06E5 AND ENDS OF FLOOR SHEATHING.
<br />TOENAIL BLOCKING TO SUPPORTS HITH (2) 11 NAILS AT EAGN END, UNLESS OTHERWISE NOTED. AT BLOCKED
<br />FLOOR DIAPHRAGMS PROVIDE FLAT 2X BLOCKING AT ALL UNFRAMED PANEL ED6E5 AND NAIL HITH EDGE NAILING
<br />SPACED PER PLANS. HHERE NOT NOTED OTHERHI5E, NAIL PANEL EDGES KITH ftl NAILS ® 6'° 0,0. E1)6E5, 12" I IN
<br />THE FIELD.
<br />— ! J� .!1111111 F I IF Pill y — ►
<br />DRAWING 10
<br />NAIL NAME
<br />NAIL DIAMETER
<br />NAIL LENGTH
<br />116d"
<br />6d Common
<br />0.115"
<br />2"
<br />"bd Box"
<br />6d Box
<br />0.1151,
<br />2-1/2"
<br />"ad"
<br />bd Common
<br />0.151"
<br />2-1/2"
<br />"I Od-F"
<br />10d FrI
<br />0.151 "
<br />5"
<br />"I(I
<br />IOd 5ho r
<br />0.I40"
<br />2-1/4"
<br />1116d"
<br />16d Sinker
<br />0.140"
<br />5-1/4"
<br />IF CONTRACTOR PROP05E5 THE U5E OF ALTERNATE NAIL5, THEY SHALL SUBMIT NAIL SPECIFICATIONS TO THE
<br />STRUCTURAL ENGINEER (PRIOR TO (,ONSTRUCTION) FOR REVIEW AND APPROVAL.
<br />E3. NAIL5 ® 5HEATHING FASTENERS TO FRAMING 5HALL BE DRIVEN FLUSH TO FACE OF SHEATHING KITH NO
<br />COUNTERSINKING PERMITTED.
<br />C. SCREWS SHALL BE WOOD 56REH5 OF THE DIAMETER AND LENGTH NOTED ON THE 19RANIN65. 505 FA5TTENER5
<br />ARE SIMPSON STRONG DRIVE 515.
<br />D. HOT DIPPED _ GALVANIZED_ NAILS, 5OLTS AND_. METAL PLATES a ALL NAILS, f3OLT5 AND METAL PLATES IN
<br />CONTACT HITH PRE55URE TREATED (INCLUDING FIRE -RETARDANT TREATED) LUMBER 5HALL BE HOT DIPPED
<br />GALVANIZED.
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<br />Job Number:
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