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BUILDING CODE 8. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE
<br /> 2009 INTERNATIONAL BUILDING CODE 4. N0 STRUCTURAL MEMBER SHALL BE CUT OR T0 EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT D �
<br /> NOTCHED UNLESS SPECIFICALLY DETAILED OR KNOWLEDGE, BUT WITHOUT GUARANTE=E OF ACCURACY.
<br /> FLOOR LOAD APPROVED IN WRITING BY THE STRUCTURAL
<br /> ENGINEER. WHERE ACTUAL CONDITIONS CONFLICT WITH THE
<br /> DEAD LOAD : 12 psf DRAWINGS, THEY SHALL BE REPORTED TO THE ENGINEER
<br /> LIVE LOAD: 40 psf SO THE PROPER REVISIONS MAY BE MADE.
<br /> 5. PROVIDE PROPERLY SIZED WASHERS UNDER MODIFICATIONS TO CONSTRUCTION DETAILS SHALL NOT BE cn
<br /> HEADS AND NUTS OF ALL BOLTS AND LAG
<br /> ROOF LOAD SCREWS BEARING ON WOOD. MADE WITHOUT PRIOR WR)TTEN APPROVAL BY THE � �
<br /> DEAD LOAD: 15 psf ENGINEER o �,
<br /> FLAT ROOF SNOW LOAD: 25 psf ,� „ ,� 'c� �
<br /> 6. PROVIDE 3 x3 x0.229 WASHERS AT ALL N
<br /> SNOW EXPOSURE FACTOR (Ce): 1 .1 ANCHOR BOLTS. ' O �
<br /> SNOW LOAD IMPORTANCE FACTOR (Is): 1 .0 N
<br /> � �� N
<br /> THERMAL FACTOR (Ct): 1 .1 7. BOLT HOLES SHALL BE NOMINAL DIAMETER OF � �i X
<br /> D DESIGN DATA BOLT PLUS 1 #16" UNLESS NOTED OTHERWISE. w �
<br /> S E PRE DRILLED � W� �
<br /> WIN LAG BOLT PILOT HOLES HALL B •- W °' �,
<br /> 1 . BASIC WIND SPEED: 85 MPH T0 60� OF THE NOMINAL DIAMETER OF THE LAG 1 /� / I I c I v � o� o
<br /> 2. WIND IMPORTANCE FACTOR Iw : 1 .0 BOLT UNLESS NOTED OTHERWISE. S H E A R V V A L�. L� J C H E D U l�E ( C D /� ) � � � �
<br /> � )
<br /> BUILDING CATEGORY: II �'
<br /> S I L L P L A T E 8 c B O T T O M/T O P P L A T E � ° ; i'
<br /> 3. WIND_EXPOSURE: B 8. ALL SILL PLATES SHALL BE BOLTED TO THE MARK SHEATHING EDGE NAILING FIF_LD NAILING CONN. Q FND CONN. � W �
<br /> 4. Kzt - 1 .38 FOUNDATION WITH 5#8" MINIMU�M DIAMETER BOLTS , 5/8" � A.B: C�? 48" LTP4 C� 20": 0/C w
<br /> 5. INTERNAL PRESSURE COEFFICIENT: NA SPACED AT A MAXIMUM OF 48 ON CENTER. � 3/8 CDX ONE 8d � 6" 0/C 8d @ 12" 0/C 0/C W/ 2x SILL W 2x BOTTOM � �
<br /> 6. APPLICABLE WIND PRESSURE FOR BOLTS MUST BE EMBEDDED A MINiMUM OF 7" INTO � FACE � � �
<br /> COMPONENTS AND CLADDING; NA CONCRETE OR MASONRY. SEE PLANS AND PLATE PLATE �
<br /> : DETAILS FOR SPECIFIC REQUIREMENTS WHERE 3/8" CDX ONE 5/$�� � A.B; � 36" LTP4 C� 14" 0/C �
<br /> � 8d C�? 4" 0/C 8d, C�? 12" 0/C 0/C W/ 2x SILL W/ 2x BOTTOM
<br /> SESI M I C DESI GN DATA APPLICABLE. FACE PLATE PLATE
<br /> 1 . SEISMIC IMPORTANCE FACTOR: 1 .0
<br /> SEISMIC USE GROUP: I 9. RIM JOIST IS TO BE 11 �4" LSL MINIMUM. -
<br /> 2. SPECTRAL RESPONSE ACCELERATION (Ss): 123.2� G SHEARWALL NOTES ---
<br /> 3. SITE CLASS: D (ASSUMED) 10. PROVIDE DOUBLE JOIST UNDER ALL PARALLEL 1 . ALL STUDS, BLOCKING, TOP AND BOTTOM PLATES SHALL BE HEM-FIR N0. 2 UNLESS ---
<br /> 4. SPECTRAL RESPONSE COEFFICIENTS (SDS): 83.O�G PARTITION WALLS AND SOLID BLOCKING UNDER NOTED OTHERWISE ON PLANS. ALL SHEATHING EDGES MUST BE BAGKED WITFi 2x OR WIDER ___ -
<br /> 5. SEISMIC DESIGN CATEGORY: D PERPENDICUILAR PARTITION WALLS. FRAMING (SEE NOTE #3). ---
<br /> 6. BASIC 'SEISMIC-FORCE-RESISTING SYSTEM:
<br /> No. Dale By Revis(on
<br /> SHEARWALLS 11 . CONTACT THIS OFFICE PRIOR TO MAKING ANY 2. SHEATHING MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. ALL SHEARWALL
<br /> 7. DESIGN BASE SHEAR: SEE CALCULATIONS CHANGES TO THESE DETAILS SHEATHING MUST EXTEND TO THE OUTISDE EDGE OF ALL HOLDOWN POSTS AND CORNERS,
<br /> 8, SEISMIC RESPONSE COEFFICIENT (Cs): 0.089 AND T0 THE INSIDE EDGE OF FRAMING AROUND OPENINGS.
<br /> 9. RESPONSE MODIFICATION FACTOR (R): 6.5 GENERAL 3. WHERE SHEATHING NAILING IS SHEARVVALL 3 AND GREATER, ALL FRAMING MEMBERS
<br /> 10. ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL G DG LI G FROM ABUTTING PANE�S SHALL NOT BE LESS TWAN A SINGLE
<br /> FORCE PROCEDURE 1 . ALL MATERIALS AND WORKMANSHIP SHALL {�ECEIVIN E E NAI N
<br /> CONFORM TO THE CONTRACT DRAWINGS. 3-INCH NOMINAL MEMBER. ADDITIONALLY, WHERE SHEARWALLS ARE SHEATHED ON BOTH `-
<br /> FACES, ALL STUDS AND PLATES RECEIVING EDGE NAILING FROM BOTH FACES MUST BE A (� N
<br /> 2. DURING THE CONSTRUCTION PERIOD THE SINGLE 3-INCH NOMINAL MEMBER OR PANEL JOINTS MUST BE STAGGERED. IN EACH OF W �
<br /> CONTRACTOR SHALL BE RESPONSIBLE FOR THE THESE CASES 3x STUDS ARE REQUIRED UNLESS SPECIFICALLY NOTED OTHERWISE ON THE � �
<br /> FR�M I N G LU M BER SAFETY OF THE BUILDING. THE CONTRACTOR SHALL PLANS BY THE ENGINEER. FOR SHEARWALLS �3 AND #4, A 2x SILL PLATE MAY BE USED �
<br /> 1 . FF�AMING LUMBER SHALL BE HEM-FIR N0. 2. PROVIDE ADEQUATE SHORING, BRACING, AND GUYS IF TWO TIMES THE NUMBER OF ANCHOR BOLTS REQUIRED BY THE SHEARWALL SCHEDULE _ �
<br /> GRADES ARE TYPICAL UNLESS OTHERWISE NOTED ON IN ACCORDANCE WITH ALL NATIONAL, STATE, AND ARE USED AND ARE EVENLY SPACED (SEE 2003 IBC SECTION 2305.3.10).
<br /> PLANS. LUMBER TO BE GRADE MARKED PER WCLIB LOCAL SAFETY ORDINANCES: ANY DEVIATION MUST W �
<br /> SPECIFICATIONS. BE APPROVED IN WRITING PRIOR TO ERECTION. 4. SHEARWALL NAILING CRITERIA IS BASED ON TABLE 2306.4.1 OF THE INTERNATIONAL � �
<br /> BUILDING CODE (FOR CDX) OR REPORT NER-124 (FOR OSB). VALUES ARE BASED ON � F-
<br /> � 2. STRUCTURAL SHEATHING SHALL BE APA RATED 3. ALL EREGTION PROCEDURES SHALL CONFORM TO HEM-FIR N0. 2 FRAMING WITH COMMON NAILS. �- �
<br /> PLYWOOD, EXPOSURt 1 SHEATHING CONFORMING TO OSHA STANDARDS. ANY DEVIATION MUST BE Q W
<br /> EITHER COMMERCIAL STANDARDS P51 -83, APA APPROVED BY OSHA PRIOR TO ERECTION. 5. HOLDOWNS AND OTHER CONNECTIONS MAY BE REQUIRED AT THE ENDS OF MANY Z �
<br /> PRP-108, OR VOLUNTARY PRODUCT STANDARD SHEARWALLS. SIZES AND LOCATIONS OF THESE CONNECTORS ARE INDICATED ON THE W
<br /> PSE-92. PROVIDE A MINIMUM OF 3/8" EDGE 4. THE CONTRACTOR SHALL BE SOLELY PLANS. REFER TO THE APPROPRIATE DETAILS AND/OR HOLDOWN SCHEDULE FOR � �
<br /> DISTANCE ON ALL NAILS AND Ys" EXPANSION JOINT RESPONSIBLE FOR ALL CONSTRUCTION PROCEDURES. ADDITIONAL INFORMATION REGARDING ANCHOR BOLTS, EMBEDMENT LENGTH, ETC. WHERE (2) . � W '
<br /> B E T W E E N A L L P A N E L E D G E S: M I N I M U M S H E A T H I N G � �,� �,-�;� -�� ��
<br /> 2x s ARE USED AS A HOLDOWN POST, SHEARWALL EDGE NAILING MUST BE STAGGERED INTO �
<br /> RE(�UIREMENTS ARE AS FOLLOWS: 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR M.��`,�;� ,,;�. t��,�,j
<br /> COORDINATING THE WORK OF ALL TRADES AND EACH MEMBER OF THE POST. ,�,�,�,� . ,�,�
<br /> � � r, : - �, �y,�
<br /> ROOF SHEATHING TO BE 19 32" INT-APA SHALL CHECK ALL DIMENSIONS. ALL DISCREPANCIES � � ' `'' � , �
<br /> � 6. ANCHOR BOLTS MUST BE EMBEDDED A MINIMUM OF 7" INTO CONCRETE OR GROUTED ,��,, '`�� � �
<br /> RATED PLYWOOD WITH EXTERIOR GLUE, P.I. SHALL BE CALLED TO THE ATTENTION OF THE „ „ � z ,, 7 `�
<br /> E NGINEER AND BE RESOLVED PRIOR TO PROCEEDING CMU, AND SHALL BE PLACED TO PROVIDE A MINIMUM OF 2 COVER. PROVIDE 3 COVER ; ( ��� ,�r� � �� �.,�-�
<br /> 4 0/2 0. N A I L W I T H 8 d N A I L S A T 6" O N (�OR CONCRETE CAST AGAINST SOIL. ' ` `' > ��,,�
<br /> CENTER AT PANEL EDGES AND 12" ON WITH THE WORK. v� ��,� r �y ,t� � Y ,,
<br /> CENTER AT INTERMEDIATE MEMBERS. 6. DRAWINGS INDICATE GENERAL AND TYPICAL 7. ALL MACHINE BOLTS SHALL BE ASTM A307 OR BETTER. HILTI KWIK BOLTS/SIMPSON �`� �� �'' "�� � �,
<br /> .
<br /> � >� �;�-
<br /> SUB FLOORING TO BE �/4" TONGUE AND GROOVE DETAILS OF CONSTRUCTION. WHERE CONDITIONS TITEN HD BOLTS OF THE SAME DIAMETER AS SHOWN IN THE SHEARWALL SCHEDULE MAY BE
<br /> C-D INT-APA RATED PLYWO�D OR OSB WITH ARE NOT SPECIFICALLY INDICATED BUT ARE OF SUBSTITUTED FOR ANCHOR BOLTS INTO EXISTING CONCRETE. BOLTS SHALL BE EMBEDDED A pra„,� BY ccc�
<br /> EXTERIOR GLUE, P.I. 48/24. GLUE AND NAIL SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR MINIMUM OF 5" INTO EXISTING CONCRETE. cne�kea eY ccc
<br /> DETAILS OF CONSTRUCTION SHALL BE USED °°te: oe-,2-,2
<br /> WITH 1Od NAILS AT 6" ON CENTER AT PANEL SUBJECT TO REVIEW BY THE ENGINEER. 8. ALL NAILS AND CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD (EXCEPT FOR �ob No. s871
<br /> EDGES AND 12" ON CENTER AT INTERMEDIATE BORITE TREATED WOOD) MUST BE HOT DIPPED GALVANIZED OR STAINLESS STEEL TO RESIST
<br /> MEMBERS. 7. ALL DETAILS DESIGNATED AS STANDARD OR CORROSION. -
<br /> TYPICAL SHALL OCCUR IN ADDITION T0 ANY OTHER Si'RUCi'URALHOI'ES/
<br /> 3. NAILING SHALL CONFORM TO TABLE 2304.9.1 OF SPECIFIC DETAIL CALLED OUT. 9. WHERE 10d NAILS ARE SPACED AT 3" ON CENTER OR LESS, NAILS MUST BE STAGGERED. SHEARWALLSCNEDULE
<br /> THE INTERNATIONAL BUILDING CODE UNLESS NOTED ,
<br /> OTHERWISE. USE COMMON NAILS THROUGHOUT 10. OSB OF EQUAL OR GREATER THICKNESS MAY BE SUBSTITUTED FOR CDX SPECIFIED IN
<br /> UNLESS NOTED OTHERWISE.
<br /> SHEARWALL SCHEDULE.
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