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<br /> BUILDING CODE 6. PROVIDE 3 x3 x0.229 WASHERS AT ALL
<br /> 2�09 1NTERNATIONAL BUI:LDING CODE . ANCHOR BOLTS. S H E A R WA �L� S C H E D U �E ` C D /�
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<br /> FLOOR LOAD 7. BOLT HOLES SHALL BE NOMINAL DIAMETER
<br /> MARK SHEATHING EDGE NAILING FIELD NAILING SILL PLATE Bc BOTTOM/TOP PLATE � �
<br /> CONN. � FND CONN.
<br /> DEAD LOAD : 12 psf OF BOLT PLUS 1 #16" UNLESS NOTED � �
<br /> LIVE LOAD: 40 psf OTHERWISE. LAG BOLT PILOT HOLES SHALL 5 ,� ,� „ ��� I N E �
<br /> /8 � A.B. � 48 LTP4 C� 20 0/C 't
<br /> OF THE NOMINAL 3/s" CDX ONE , ,� ���y���,,,, _ � �
<br /> BE PRE-DRILLED TO 60% � 8d � 6 0/C 8d � 12 0/C 0/C W/ 2x SILL W/ 2x BOTTOM
<br /> DIAMETER OF THE LAG BOLT UNLESS NOTED FACE
<br /> ROOF LOAD PLATE PLATE
<br /> OTHERWISE. . (� ,
<br /> DEAD LOAD: 15 psf i5 �� „ „ 5/8,� � A.B. @ 30" LTP4 � 12" 0/C :
<br /> FLAT ROOF SNOW LOAD: 25 sf /32 CDX ONE 10d C� 12 � �
<br /> p �3 10d Ca? 4 0/C 0/C W/ 3x SILL W/ 2x BOTTOM -+-� �-
<br /> 8. ALL SILL PLATES SHALL BE BOLTED TO
<br /> SNOW EXPOSURE FACTOR Ce : 1 .1 FACE 0/C � o
<br /> C ) >, PLATE - PLATE
<br /> SNOW LOAD IMPORTANCE FACTOR (Is): 1 .0 THE FOUNDATION WITH 5 8 MINIMUM
<br /> DIAMETER BOLTS SPACED AT A MAXIMUM OF 15 „ „ 10d � 12" 5�$�� � A.B. C�? 24" " ' cv
<br /> /32 CDX ONE LTP4 � 9 0/C W/ U N
<br /> THERMAL FACTOR (Ct): 1 .1 „ 4 10d C� 3 0/C 0/C W/ 3x SILL
<br /> 48 ON CENTER. BOLTS MUST BE EMBEDDED FACE ��� PLATE 3x BOTTOM PLATE O �
<br /> WIND DESIGN DATA �
<br /> A MINIMUM OF 7" INTO CONCRETE OR �
<br /> MASONRY. SEE PLANS AND DETAILS FOR
<br /> (� > � �
<br /> 1 . BASIC WIND SPEED. 85 MPH SPECIFIC REQUIREMENTS WHERE APPLICABLE. Q ¢ � X �
<br /> 2. WIND IMPORTANCE FACTOR (Iw): 1 .0 SHEARWALL NOTES _ � I Q o
<br /> B U I L D I N G C A T E G O R Y: I I » 1 . A L L S T U D S, B L O C K I N G, T O P A N D B O T T O M P L A T E S S H A L L B E H E M F I R N 0. 2 U N L E S S N O T E D J o �
<br /> 9: RIM JOIST IS TO BE 11 #4 LSL MINIMUM. � � cv �'
<br /> 3. WIND EXPOSURE: : ' OTHERWISE' ON PLANS. ALL SHEATHING EDGES MUST BE BACKED WITH 2x OR WIDER FRAMING � � � � :
<br /> 4. Kzt = 1 .38 (SEE NOTE #3).
<br /> 10. PROVIDE DOUBLE JOIST UNDER ALL .� � Q � �
<br /> 5. i N T E R N A L P R E S S U R E C O E F F I C I E N T: N A P A R A L L E L P A R T I T I O N W A L L S A N D S O L I D � v � rn �
<br /> 6. APPLICABLE WIND PRESSURE FOR 2. SHEATHING MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. ALL SHEARWALL o N .
<br /> , BLOCKING UNDER P E R P E N D I C UL A R PA R TITION SHEATHING MUST EXTEND TO THE OUTISDE EDGE OF ALL HOLDOWN POSTS :AND CORNERS AND � � � �? 3
<br /> COMPONENTS AND CLADDING: NA WALLS. � N v Q, �
<br /> TO THE INSIDE EDGE OF FRAMING AROUND OPENINGS.
<br /> - o�p a� r� :
<br /> SESIMIC DESIGN DATA 11 . CONTACT THIS OFFICE PRIOR T0 MAKING � N w �
<br /> S C I PORT AN C E F AC T O R: 1 .0 3. WHERE SHEATHING NAILING IS SHEARWALL #3 AND GREATER, ALL FRAMING MEMBERS � N
<br /> 1 . SEI MI M ANY CHANGES TO THESE DETAILS d-
<br /> SEISMIC USE GROUP: I
<br /> RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE 3-1NCH �
<br /> NOMINAL MEMBER. ADDITIONALLY, WHERE SHEARWALLS ARE SHEATHED ON BOTH FACES, ALL -�-J w
<br /> 2. SPECTRAL RESPONSE ACCELERATION (Ss): 124.8% G S �S U z
<br /> STUDS AND PLATES RECEIVING EDGE NAILING FROM BOTH FACE M T BE A SINGLE 3-INCH
<br /> 3. SITE CLASS: D (ASSUMED) � o
<br /> GENERAL NOMINAL MEMBER OR PANEL JOINTS MUST BE STAGGERED. IN EACH OF THESE CASES 3x =
<br /> 4: SPECTRAL: RESPONSE COEFFICIENTS (SDS): 83.2�G � �
<br /> 1 : ALL MATERIALS AND WORKMANSHIP SHALL STUDS ARE REQUIRED UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS BY THE �
<br /> 5. SEISMIC DESIGN CATEGORY: D TO THE CONTRACT DRAWINGS. ENGINEER. FOR SHEARWALLS 3 AND 4 A `2x SILL PLATE MAY BE USED IF TW0 TIMES THE
<br /> 6. BASIC SEISMIC-FORCE-RESISTING' SYSTEM: CONFORM � # , (�
<br /> NUMBER OF ANCHOR BOLTS REQUIRED BY THE SHEARWALL SCHEDULE ARE USED AND ARE �
<br /> SHEARWALLS 2. DURING THE CONSTRUCTION PERIOD THE EVENLY SPACED SEE 2003 IBC SECTION 2305.3.10 .
<br /> 7: DESIGN BASE SHEAR: SEE CALCULATIONS � )
<br /> CONTRACTOR SHALL BE RESPONSIBLE FOR THE _
<br /> 8. SEISMIC RESPONSE COEFFICIENT (Gs): 0.090 SAFETY OF THE BUILDING. THE CONTRACTOR S EARWALL NAILING CRITERIA IS BASED ON TABLE 2306.4.1 OF THE INTERNATIONAL
<br /> 4. H
<br /> 9. RESPONSE MODIFICATION FACTOR (R): 6,5 SHALL PROVIDE ADEQUATE SHORING, BRACING, BUILDING CODE FOR CDX OR REPORT NER-124 (FOR OSB): VALUES ARE BASED ON HEM-FIR -
<br /> 10. ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL AND GUYS IN ACCORDANCE WITH ALL NATIONAL, ( )
<br /> N0. 2 FRAMING WITH COMMON NAILS. I-
<br /> - FORCE PROCEDURE STATE, AND LOCAL SAFETY ORDINANCES. ANY U W �
<br /> D E V I A T I O N M U S T B E A P P R O V E D I N W R I T I N G 5o H O L D O W N S A N D O T H E R C O N N E C T I O N S M A Y B E R E Q U I R E D A T T H E E N D S O F M A N Y � W
<br /> FRAMING LUMBER _ P R�o R T O E R E C T I O N. 0 -� � N
<br /> S H E A R W A L L S. S I Z E S A N D L O C A T I O N S O F T H E S E C O N N E C T O R S A R E I N D I C A T E D O N T H E P L A N S.
<br /> 1 . F R A M I N G L U M B E R S H A L L B E H E M-F I R N 0. 2. � f--- �
<br /> R E F E R T O T H E A P P R O P R I A T E D E T A I L S A N D/O R H O L:D O W N S C H E D U L E F O R A D D I T I O N A L
<br /> GRADES ARE TYPICAL UNLESS OTHERWISE NOTED 3. ALL ERECTION PROCEDURES SHALL CONFORM ' � Q � C� �
<br /> ON PLANS. LUMBER T0 BE GRADE MARKED PER I N F O R M A T I O N R E G A R D I N G A N C H O R B O L T S E M B E D M E N T L E N G T H E T C. W H E R E (2) 2 x s A R E U S E D
<br /> T0 OSHA STANDARDS. ANY DEVIATION MUST ' ' � Z
<br /> W C L I B S P E C I F I C A T I O N S. A S A H O L D O W N P O S T, S H E A R W A L L E D G E N A I L I N G M U S T B E S T A G G E R E D I N T O E A C H M E M B E R O F Q
<br /> BE APPROVED BY OSHA PRIOR TO ERECTION. _: W Q �
<br /> THE POST.
<br /> 2. S T R U C T U R A L S H E A T H I N G S H A L L B E A P A R A T E D 4. THE CONT RA C T O R S H A L L B E S O L E LY » U � (�
<br /> PLYWOOD, EXPOSURE 1` SHEATHING CONFORMING TO 6. A N C H O R B O L T S M U S T B E E M B E D D E D A M I N I M U M O F 7 I N T O C O N C R E T E O R G R O U T E D C M U �-
<br /> RESPONSIBLE FOR ALL CONSTRUCTION '
<br /> E I T H E R C O M M E R C I A L S T A N D A R D S P 5 1-8 3, A P A ' PROCEDURES. A N D S H A LL BE PLACED TO PROVIDE A MINIMUM OF 2" COVER. PROVIDE 3" COVER FOR � � � �
<br /> PRP-108, OR VOLUNTARY PRODUCT STANDARD CONCRETE CAST AGAINST SOIL. ' -� � �
<br /> PSE-92. PROVIDE A MINIMUM OF 3/8" EDGE 5. THE CONTRACTOR SHALL BE RESPONSIBLE � W Z W
<br /> LTS SIMPSON TITEN � > �
<br /> DISTANCE ON ALL NAILS AND Ys" EXPANSION JOINT FOR COORDINATING THE WORK OF ALL TRADES 7. ALL MACHINE BOLTS SHALL BE ASTM A 30 7 O R B E T T E R. H I L T I K W I K B O / � W � W
<br /> BETWEEN ALL PAN EL E D G E S. M I N I M U M S H E A T H I N G A N D S H A L L C H E C K A L L D I M E N S I O N S. A L L HD BOLTS OF THE SAME DIAMETER AS SHOWN IN TH E S HEAR W A L L SCHEDULE MAY BE 0 �. , �
<br /> REQUIREMENTS ARE AS FOLLOWS: DISCREPANCIES SHALL BE GALLED TO THE SUBSTITUTED FOR ANCHOR BOLTS INTO EXISTING CONCRETE. BOLTS SHALL BE EMBEDDED A � W
<br /> ROOF SHEATHING T0 BE 15/32" INT-APA RATED ATTENTION OF THE ENGINEER AND BE RESOLVED _ M I N I M U M O F 5" I N T O E X I S T I N G C O N C R E T E. �
<br /> PLYWOOD OR �/s" OSB WITH EXTERIOR GLUE, - PRIOR TO PROCEEDING WITH THE WORK.
<br /> P.I. 24/0. NAIL WITH 8d NAILS AT 6" ON 8. ALL NAILS AND CONNECTORS IN CONTAGT WITH PRESSURE TREATED WOOD (EXCEPT FOR
<br /> 6. DRAWINGS INDICATE GENERAL AND TYPICAL BORITE TREATED WOOD MUST BE HOT DIPPED GALVANIZED OR STAINLESS STEEL T0 RESIST
<br /> CENTER AT PANEL EDGES AND 12" ON DETAILS OF CONSTRUCTION. WHERE CONDITIONS CORROSION. >
<br /> CENTER AT INTERMEDIATE MEMBERS. ARE NOT SPECIFICALLY INDICATED BUT ARE OF
<br /> ,� �' '�- �..��`��t�r ;w� ,,
<br /> 3 „ SIMILAR CHARACTER TO DETAILS SHOWN, 9. WHERE 10d NAILS ARE SPACED AT 3 ON CENTER OR LESS, NAILS MUST BE STAGGERED. �� --�- �'r-�> �
<br /> SUB FLOORING T0 BE /4 TONGUE AND �"�e�,��'�.�,�r���r,�,�;� �� >
<br /> _ _ SIMILAR DETAILS OF CONSTRUCTION SHALL BE ` � y*, ��
<br /> F_,� �{��G �a � ,,�- ���
<br /> GROOVE C D INT APA RATED PLYWOOD OR �, � ;
<br /> USED SUBJECT TO REVIEW BY THE ENGINEER. 10. OSB OF EQUAL OR GREATER THICKNESS MAY BE SUBSTITUTED FOR CDX SPECIFIED IN ��j '� ����,� � � Y�
<br /> OSB WITH EXTERIOR GLUE, P.I. 48/24. GLUE ; �;� =� �,w��1 } �
<br /> SHEARWALL SCHEDULE. "
<br /> AND NAIL WITH 10d NAILS AT 6" ON CENTER �� � ��� � �=�
<br /> 7. ALL DETAILS DESIGNATED AS STANDARD OR � � � � � r �
<br /> AT PANEL EDGES AND 12" ON CENTER AT TYPICAL SHALL OCCUR IN ADDITION TO ANY 4'����. �;,�����;t,�� r��'t��{
<br /> INTERMEDIATE MEMBERS. OTHER SPECIFIC DETAIL CALLED OUT. ��?`�� �`.�� �"�;��� �"'
<br /> ��
<br /> j ��s���� �.��
<br /> �� ��,.F,.�� ��4 `"�'
<br /> 3. NAILING SHALL CONFORM TO TABLE 2304.9.1 OF 8. ALL INFORMATION SHOWN ON THE DRAWINGS "��� �� ����f
<br /> THE INTERNATIONAL BUJLDING CODE UNLESS NOTED RELATIVE TO EXISTING CONDITIONS IS GIVEN AS Drawn By: CHRIS
<br /> OTHERWISE. USE COMMON NAILS THROUGHOUT THE BEST PRESENT KNOWLEDGE, BUT WITHOUT Checked By: CHRIS
<br /> UNLESS NOTED OTHERWISE. _ GUARANTEE OF ACCURACY. WHERE ACTUAL Date; 06 ; 13-13
<br /> CONDITIONS CONFLICT WITH THE DRAWINGS, i
<br /> 4. N0 STRUCTURAL MEMBER SHALL BE CUT OR THEY SHALL BE REPORTED TO THE ENGINEER
<br /> SDA JOB N0.
<br /> NOTCHED UNLESS SPECIFICALLY DETAILED OR SO THE PROPER REVISIONS MAY BE MADE. - � O � �
<br /> APPROVED IN WRITING BY THE STRUCTURAL MODIFICATIONS T0 CONSTRUCTION DETAILS
<br /> ENGINEER. SHALL NOT BE MADE WITHOUT PRIOR WRITTEN STRUCTURAL
<br /> APPROVAL BY THE ENGINEER.
<br /> 5. PROVIDE PROPERLY SIZED WASHERS UNDER : NOTES
<br /> HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS :
<br /> BEARING ON WOOD. ' S - � � 0
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