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General Notes �
<br />all
<br />i A ZIVWA
<br />ALL MATERIALS, WORKMANSHIP, CONSTRUCTION SHALL CONFORM TO THE
<br />DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC) 2015 EDITION,
<br />AS AMENDED BY LOCALJURISDICTION.
<br />2. STRUCTURAL BE
<br />USED
<br />_ WITH
<br />' ARCHITECTURAL
<br />DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSION
<br />AND CONDITIONS FOR COMPATIBILITYAND SHALL NOTIFY ARCHITECT OF
<br />DISCREPANCIES
<br />"■ A i r TO CONSTRUCTION.
<br />SEEARCHITECTURAL DRAWINGS FOR EXA
<br />LOCATIONS AND I OR DOOR AND WINDSEE OW OPENINGS.MECHANICAL
<br />DRAWINGS FOR,- AND LOCATION OF MISCELLANEOUS AOPENINGS.
<br />3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHOD'
<br />TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HIS WORK.
<br />OF STRUCTURAL DESIGN -BUILDING IS BASED ON RESISTANCE TO DEAD LOADS, CODE
<br />HE
<br />SPECIFIED LATERAL LOADS, AND MAXIMUM EXPECTED SERVICE LOADS. NO
<br />CONSIDERATION HAS BEEN GIVEN TO LOADS WHICH WILL BE INDUCED BY ERECTION
<br />PROCEDURES. THE CONTRACTOR SHALL VERIFY, TO THE SATISFACTION OF HIMSELF AN
<br />THE OWNER, THE ABILITY OF THE STRUCTURE TO RESIST ALL ERECTION LOADS WITHOUT
<br />EXCEEDING THE ALLOWABLE STRESS_ THE MATERIALS US11WHERE
<br />LOADS WOULD - STRUCTURE, = CONTRACTOR bLL SUBMIT DESIGN
<br />DOCUMENTS FOR TEMPORARY A l STRENGTHENING,lFABRICATION
<br />AND ERECTION DRAWINGS TO THE ARCHITECT FOR REVIEW. THESE DOCUMENTS SHALL
<br />BEAR THE SEAL AND SIGNATURE OF A REGISTERED STRUCTURAL ENGINEER IN THE STAT
<br />OF WASHINGTON. THE CONTRACTOR SHALL PROVIDE, T A . AND IF NECESSARY
<br />REMOVE - .iRj. WORKAS REQUIRED.
<br />A CONTRACTOR -INITIATED CHANGES
<br />. SHALLBE l IN WRITING TO THE ARCHITECT
<br />AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION.
<br />CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFYREQUIREMENT.
<br />5. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE
<br />CONDITIONS ARE NOT SPECIFICALLY INDICATED, BUT ARE OF SIMILAR CHARACTER TO
<br />DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO
<br />REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER.
<br />6. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD
<br />ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY,
<br />HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH THE INSTRUCTIONS PREPARE
<br />BY THE SUPPLIER.
<br />SECTION7. INSPECTIONS: INSPECTIONS OF THE WOOD FRAMING, THE STEEL REBAR AND WOOD FORMS
<br />FOR CONCRETE FOOTINGS AND FOUNDATIONS, AN CONCRETE SLABS ARE REQUIRED PER
<br />i
<br />R
<br />8. PRE -MANUFACTURED, PRE-ENGINEERED STRUCTURAL COMPONENTS SHALL BE DESIGNED
<br />BASED ON THE CRITERIA PRESENTED IN THE CONTRACT DOCUMENTS. THE COMPONENT
<br />DESIGNER IS RESPONSIBLE FOR CODE CONFORMANCE, TEMPORARY AND PERMANENT
<br />BRACING AND ALL NECESSARY CONNECTIONS, INCLUDING CONNECTIONS TO THE PRIMARY
<br />STRUCTURE, NOT SPECIFICALLY CALL-ED ON THE ARCHITECTURAL OR STRUCTURAL
<br />DRAWINGS. SHOP DRAWINGS SHALL INDICATED THE MAGNITUDE AND DIRECTION OF ALL
<br />LOADS R' ED ON THE PRIMARY STRUCTURE. !■ DRAWINGS AND CALCULATIONS
<br />SHALL BE SUBMITTED PREVIOUSLY.
<br />1. DESIGN LOADS
<br />ROOF LIVE LOAD
<br />RESIDENTIAL FLOOR LIVE LOAD
<br />DECK LIVE LOAD
<br />WIND (ASCE 7-10 DIRECTIONAL)
<br />EARTHQUAKE(ASCE)
<br />ALLOWABLE SOIL PRESSURE
<br />LATERAL EARTH PRESSURE
<br />PASSIVE PRESSURE
<br />COEFFICIENT OF FRICTION
<br />25 PSF
<br />40 PSF
<br />60 PSF
<br />SOIL CLASS l
<br />GROUPSEISMIC USE _
<br />SEISMICDESIGN CATEGORYl
<br />s - 0.520g, s.
<br />=1 =0 -1 .#
<br />1500 PSF AT V-6" DEPTH
<br />50 PCF
<br />300 PCF
<br />0.4
<br />2. LATERAL RESISTANCE SYSTEk SHEATHED BEARING WALLS, ASCE 7-1
<br />3. RESPONSE MODIFICATION - -_- iR ..:.
<br />SHEARWALL
<br />SCHEDULE
<br />(DOUG FIR
<br />OR HEM FIR
<br />LUMBER PER
<br />GENERAL
<br />NOTES)
<br />APA RATED SHEATHING (NOTES 1,2,4,12,13)
<br />SILL ELATE ATTACHMENT
<br />DOUG-FIR
<br />HEM -FIR
<br />STUD & EDEGE BLKG
<br />RIM J❑IST/BL❑CK TO
<br />2x WALL PLATE
<br />SKEAN
<br />SHEAR
<br />MARK
<br />(NOTES 3,6,14)
<br />TOP PLATE
<br />TO BLOCKING/RIM
<br />5/8" O ANCHOR
<br />FOUNDATION
<br />CAPACITY
<br />CAPACITY
<br />PANEL EDGE NAIL SPACING
<br />(NOTE 7,8)
<br />(NOTE 9)
<br />BOLT SPACING
<br />SILL PLATE
<br />(PLF)
<br />(PLF)
<br />APPLICATION
<br />(NOTES 4,5)
<br />(NOTES 10,15)
<br />(NOTE 11)
<br />0.148x3 1/4" @ 3"oc
<br />2x
<br />CLIP @ 11"oc
<br />0.148x3 1/4 @ 3"oc
<br />21"oc
<br />2x
<br />490
<br />455
<br />W3
<br />ONE SIDE
<br />W4
<br />ONE SIDE
<br />0.148x3 1/4" @ 4"oc
<br />2x
<br />CLIP @ 14"oc
<br />0.148x3 114 @ 4"oc
<br />28"oc
<br />2x
<br />380
<br />353
<br />DW6
<br />ONE SIDE
<br />0.148x3 1/4" @ 6"oc
<br />2x
<br />CLIP @ 20"oc
<br />0.148x3 1/4 @ 6"oc
<br />40"oc
<br />2x
<br />260
<br />242
<br />2W2
<br />BOTH SIDE
<br />0,148x3 1/4" @ 2"oc
<br />3x
<br />3- CLIPS @ 12"oe
<br />3- CLIPS @ 12"oc
<br />10"0c
<br />3x
<br />1280
<br />1190
<br />STAGGERED
<br />2W3
<br />BOTH SIDE
<br />0,148x3 1/4' @ 3"oc
<br />3x
<br />2- CLIPS @ 11"oc
<br />2- CLIPS @ 11"oc
<br />12"oc
<br />2x
<br />980
<br />912
<br />STAGGERED
<br />EW4
<br />BOTH SIDE
<br />0,148x3 1/4' @ 4"oc
<br />3x
<br />2- CLIPS @ 14"oc
<br />2- CLIPS @ 14"oc
<br />18"oc
<br />3x
<br />760
<br />706
<br />EW6
<br />BOTH SIDE
<br />0,148x3 1/4" @ 6"oc
<br />3x
<br />2- CLIPS @ 20"oc
<br />2- CLIPS @ 20"oc
<br />26"oc
<br />3x
<br />520
<br />484
<br />SHEARWALL SCHEDULENOTES:
<br />STAGGERED1. INSTALL PANELS EITHER HORIZONTALLY OR VERTICALLY FOR ENTIRE LENGTH SHOWN ON PLANS.
<br />2. WHERE SHEATHING IS APPLIED ON BOTH SIDES OF WALL, PANEL EDGE JOINTS ON 2x FRAMING
<br />SHALL BE • THAT ON OPPOSITE IIES ARE NOTLOCATED ON A
<br />STUDS.
<br />i
<br />•' myl Winn i w�. f'..
<br />TIT, I ! --
<br />7. USE 1.131xl 1/2" LONG NAILSTO ATTACH
<br />FRAMING DIRECTLY i FRAMING. USE 1
<br />NAILS CLIPS AREINSTALLED RSHEATHING.
<br />•
<br />9. WHERE PLATE ATTACHMENT SPECIFIES 2- ROWS OF NAILS, PROVIDE DOUBLE JOIST, RIM, OR
<br />EQUAL. ATTACH PER DETAILS
<br />10. IN SEISMIC DESIGN CATEGORY D, E, AND F, ANCHOR BOLTS SHALL BE PROVIDED WITH
<br />PLATE WASHERS.B! ANCHOR BOLTS INTO
<br />ALTERNATE NOTES:
<br />STUDS12. 7/16" APA RATED SHEATHING (OSB) MAY BE USED IN LIEU OF 15132" SHEATHING PROVIDED
<br />THAT ALL ; - SPACED ABEEN NOTIFIED
<br />AND APPROVES.
<br />-
<br />RECORD13. WHERE WOOD SHEATHING IS APPLIED OVER GYPSUM WALL BOARD SHEATHING (GWB), CONTACT
<br />ENGINEER OF FOR APPROVALAND ALTERNATE FASTENING REQUIREMENTS.
<br />:
<br />STUD.14. AT ADJOINING PANEL EDGES, 2- 2x STUDS NAILED TOGETHER MAY BE USED IN LIEU OF A
<br />SINGLE 3x DOUBLE l: MAY BE CONNECTED TOGETHER WITH 3" NAILS OF THE i
<br />SPACINGAND DIAMETER AS THE PLATE NAILING.
<br />15. CONTACT ENGINEER RECORD : ■ ADHESIVE
<br />R EXPANSION
<br />BOLT
<br />ALTERNATIVES
<br />.-NAT O
<br />CAST -IN -PLACE ANCHOR BOLTS. TYPICALLY SET ADHESIVE WILL BE ALLOWED AS AN ALTERNATE.
<br />16. ALL ANCHOR BOLTS SHALL HAVE PLATE WASHER 3"x3"x1/4". PLATE WASHERS TO BE SLOTTED SO
<br />1 - - OF z -
<br />❑❑❑C ❑CC❑H SCHEDULE
<br />NAIL SPACING NAIL SPACING
<br />NAIL SPACING
<br />ZONE CONTINUOUS INTERMEDIATE STIFFENERS
<br />EDGES OTHER EDGES SUPPORT
<br />0
<br />N/A
<br />f[�l�d:ll�l
<br />NOTES:ROOF NAILING
<br />SHALL1.) ALL NAILS it COMMON 1 4. Ct PENETRATION INTO FR
<br />A ! DRR AiR AR. P D R
<br />- PROVIDE 3/
<br />i y z" MIN. CLEARANCEa R PANEL EDGE.
<br />t PROVIDE ROWS
<br />d @ 4"bc EA. ROW AT r R DIAPHRAGM
<br />BOUNDARIES,!. ., - R
<br />5.) AT STEEL STRAP
<br />R i i NAIL ALL
<br />HOLES PENETRATION
<br />RA: N: i iSAWN LUMBER FRAMING. D
<br />* idNAILSLOCATIONS,
<br />AS SPECIFIED
<br />SUPPLIER LITERATURE.
<br />• APPLIES
<br />HOLD DOWN SCHEDULE
<br />FASTENERS TO CONCRETE
<br />FASTENERS TO WOOD
<br />MARK
<br />ANCHOR
<br />DIAMETER
<br />MINIMUM
<br />EMBEDMENT
<br />EMBEDMENT
<br />(QUANTITY) TYPE
<br />W❑❑D MEMBER
<br />SDHD10
<br />-
<br />10"
<br />18- 16d SINKERS
<br />2- 2x STUDS
<br />STHD14
<br />-
<br />14"
<br />22- 16d SINKERS
<br />2- 2x STUDS
<br />HDU2
<br />5/8"
<br />8"
<br />6- SDS 1/4"x2 1/2"
<br />2- 2x STUDS
<br />HDU5
<br />5/8"
<br />12"
<br />10- SIDS 1/4"x2 1/2"
<br />2- 2x STUDS
<br />HDU8
<br />7/6"
<br />16"
<br />20- SIDS 1/4"x2 1/2"
<br />1- 4x POST
<br />HDU11
<br />1" A307
<br />20"
<br />30- SIDS 1/4"x2 1/2"
<br />1- 6x6 OR 4x6
<br />HDU14
<br />1" A307
<br />20"
<br />36- SIDS 1/4"x2 1/2"
<br />1- 6x6 OR 4x8
<br />HHDQ14
<br />1" A307
<br />24"
<br />30- SIDS 1/4"x2 1/2"
<br />1- 6x6 OR 4x8
<br />LSTHD8
<br />7/8" A307
<br />8"
<br />24- 16d SINKERS
<br />2- 2x STUDS
<br />LSTA36
<br />1 1/4"x18GA.
<br />-
<br />26- 10d COMMON
<br />2- 2x STUDS
<br />MSTA36
<br />1 1/4"x16GA.
<br />-
<br />26- 10d COMMON
<br />2- 2x STUDS
<br />MST37
<br />2 1/16"x12GA.
<br />-
<br />42- 16d COMMON
<br />2- 2x STUDS
<br />MST48
<br />2 1/16"x12GA.
<br />-
<br />46= 16d COMMON
<br />2- 2x STUDS
<br />MST60
<br />2 1/16"x10GA.
<br />-
<br />56- 16d COMMON
<br />2- 2x STUDS
<br />MSTC48133
<br />3"x10GA.
<br />-
<br />54- 16d COMMON
<br />2- 2x STUDS
<br />MSTC66133
<br />3 1/2"x16GA.
<br />-
<br />56- 16d SINKERS
<br />2- 2x STUDS
<br />NOTES:
<br />ANCHORBE ASTM A307HEADED ANCHOR BOLT,• D OTHERWISE.
<br />BOLTS2.) WOOD MEMBERS (MIN.) ABOVE AND BELOW WHERE OCCURS AT FLOOR LEVEL. DO NOT USE LAG
<br />DOWNS TO WOOD MEMBERS.
<br />HOLDOWN SCHEDULE IS PROVIDEDRA INSTALLATIONINFORMATION._
<br />HARDWARE SCHEDULED IS REQUIRED SEE PLANS FOR HOLDOWN CALL -OUTS
<br />AND LOCATIONS. CONSULT MANUFACTURER FOR ADDITIONAL INFORMATION.
<br />4.) QUANTITY OF STRAPS -- ARE EVENLY DIVIDED BETWEEN ENDS OF STRAPS ABOVE AND
<br />BELOW THE DEPTH OF THE FLOORE 61 COMMON NAILS, U.N.O.
<br />SHEAR
<br />-k r. WALL REQUIRES STUDS,_ INSTEAD
<br />6.) IF ANCHORS ARE TO BE CONNECTED TO EXISTING CONCRETE, USE SIMPSON SET-XP, EMBED PER
<br />.i STRAPS
<br />A P- HOOK THE - RETURN UNDER _ BOTTOM '- - BE AND NAIL ALL
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<br />38541
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<br />�SSIONAL E��N
<br />1 MARKUPS 17/SEP
<br />No. Revision/Issue Date
<br />
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