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GENERAL
<br /> 1) ? . r
<br /> FOR DOUBLE SIDED SHEARWALLS, I . ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO TH'E CONTRACT DRAWINGS. `s' `'
<br /> T. SEE THE SHEATHING ON EACH FACE II G 4
<br /> H OLDOWN POST. S I HOLDOWN SCHEDULE OR LENGTH OP MUST EXTEND CONTINUOUS 2. DURING THE CONSTRUCTION PERIOD THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE O N
<br /> PLAN FOR MINIMUM SHEARWALL
<br /> BETWEEN HOEDOWN POSTS AS BUILDING. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRACING AND GUYS IN ACCORDANCE WITH '4�4 `-'
<br /> REQUIREMENTS SHOWN. ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES. ANY DEVIATION MUST BE APPROVED PRIOR TO O
<br /> �. ERECTION.
<br /> f -'' t 3. ALL ERECTION PROCEDURES SHALL CONFORM TO OSHA STANDARDS. ANY DEVIATION MUST BE APPROVED
<br /> BY OSHA PRIOR TO ERECTION. B Q.)A
<br /> OPENING PER PLAN A
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<br /> 4. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION PROCEDURES INCLUDING N
<br /> LOCATION OF HOEDOWN STHD 14RJ LAGGING, SNORING AND PROTECTION OF ADJACENT PROPERTY, STRUCTURES, STREETS AND UTILITIES IN
<br /> U N
<br /> TO BE INSTALLED ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES. O
<br /> TYPE OF HOLDOWN TO BE
<br /> �_ d ifi
<br /> -
<br /> INSTALLED (Ni
<br /> 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES AND SHALL CHECK
<br /> ALL DIMENSIONS. ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER AND BE �, W m �, O
<br /> SHEARWALL DESIGNATION - SEE SHEARWALL RESOLVED BEFORE PROCEEDING WITH THE WORK. ® C� Q '
<br /> SCHEDULE FOR FRAMING, NAILING AND © E' CZ O tL -,.; .
<br /> �
<br /> ' ANCHORAGE REQUIREMENTS w N (2
<br /> LATERAL MARKING LEGEND 7. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT
<br /> SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF ot I d. d — U
<br /> CONSTRUCTION SHALL BE USED SUBJECT TO REVIEW BY THE ENGINEER. ° 4 ° ° a d °a ° Q
<br /> 6. ALL DETAILS DESIGNATED AS STANDARD OR TYPICAL SHALL OCCUR IN ADDITION TO ANY OTHER SPECIFIC d ° ° ' e [� 0 - O tr
<br /> •
<br /> hOLDOWN SCHEDULE DETAIL CALLED OUT. ° e ° 0 6�
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<br /> FOR HOEDOWNS INSTALLED IN NEW FOUNDATIONS m
<br /> 9. COORDINATE WITH MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR SIZE AND LOCATION OF ALL 0 DOUBLE TOP PLATE W/ EDGE NAILING (STAGGER) O HOEDOWN PER SCHEDULE s-- j •
<br /> MIN: WOOD MINIMUM OPENINGS REQUIRED FOR DUCTS, PIPES, PIPE SLEEVES, ELECTRICAL CONDUITS, AND OTHER ITEMS TO BE in
<br /> B SHEARWALL EDGE NAILING AT ALL PANEL EDGES. AND PLAN (HDQB-SDS3 N
<br /> ANCHOR TI—IRU BOLTS OR . . END EMBEDDED IN CONCRETE OR OTHERWISE INCORPORATED IN STRUCTURAL WORK. SHOWN 1-
<br /> MODEL MEMBER EMBEDMENT EDGE BLOCKING AT ALL PANEL EDGES wNERE ) 0
<br /> BOLT NAILS/SCREWS LENGTH APPLICABLE. COORDINATE ALL STUD AND w
<br /> THICKNESS DIST. I I . ARCHITECTURAL AND MECHANICAL PLANS ARE CONSIDERED A PART OF THE STRUCTURAL DESIGN DRAWINGS z
<br /> AND ARE TO BE USED TO DEFINE DETAIL CONFIGURATIONS INCLUDING; BUT NOT LIMITED TO RELATIVE LOCATION �� EDGE NAILING TO HOEDOWN POST (FULL PLATE SIZES w/ SHEARWALL L p
<br /> HEIGHT) STAGGER INTO DOUBLE STUDS SCHEDULE REQUIREMENTS -�
<br /> STHD 14/RJ (24) 16d SINKERS (2) 2x 14" I%2' OF MEMBERS, ELEVATIONS, DIMENSIONS AND LOCATIONS OF ALL OPENINGS, ETC. r �
<br /> 0) STUDS @ 16 ON CENTER
<br /> V1
<br /> 12. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST J EDGE NAILING TO POSTS,
<br /> HDU2-SDS2,5 5/8' ( I 0) SDS%4„x2/2 3 8 OR PER MFG PRESSURE TREATED SILL PLATE WITH EDGE
<br /> PRESENT KNOWLEDGE BUT WITHOUT GUARANTEE OF ACCURACY. WHERE ACTUAL CONDITIONS CONFLICT WITH TRIM STUDS; z AND KING
<br /> NAILI NG AND ANCHOR BOLTS PER SHEARWALL co
<br /> THE DRAWINGS, THEY SHALL BE REPORTED TO THE ENGINEER SO THAT THE PROPER REVISIONS MAY BE MADE. STUDS 0 7 03
<br /> C514 - (30) I Od (2) 2x NA 16 MODIFICATION TO DETAILS OF CONSTRUCTION SHALL NOT BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF SCHEDULE: _
<br /> 0 TOP PLATE SPLICE NAILING TO BE (8) 16d CO BEARING STUD FOR > O
<br /> THE ENGINEER.
<br /> STHD I O/RJ (20) 16d SINKERS (2) 2x 10" ly� SINKERS (MIN): LAP 48" MINIMUM. CENTER HEADER w o o �-
<br /> cZ ui Q
<br /> SPLICE ON STUD.. � o
<br /> " STD . Sh EARWALL ELEVATION m o Z w
<br /> LSTHD8/R) - ( 1 6) 16d SINKERS (2) 2x 8�� I� w �
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<br /> (14)%it x 21i SDS ���
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<br /> �" 2 I6Ir. /O RIM —
<br /> D2,5 0ATR °Z
<br /> El-
<br /> t1DU5 S S 8 � 38 H. .
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<br /> SCREWS o • N•
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<br /> HOEDOWN NOTES
<br /> • WALL PER PLAN
<br /> ( . AFL-THREAD BOLTS SHALL CONFORM TO ASTM A307. OF
<br /> SILL PLATE AND ANCHOR BOLTS PER (2) LAYERS OF 90# FELT
<br /> 2: MINIMUM CONCRETE COMPRESSIVE STRENGTH f'c = 2500 PSI. MINIMUM WALL THICKNESS IS 8". 1 H C< /OR EQUIVALENT
<br /> S EARWALL .SCHEDULE. (USE 2x6 P.T, SILL
<br /> 5/�, 0 48" 0
<br /> PLATE W/ � J-BOLTS @ /C MEN.) I SLAB PER PLAN
<br /> 3. ALL HOLDOWNS REQUIRE A (2) 2x DF#2 POST UNLESS NOTED OTHERWISE. WHERE HOEDOWNS ARE
<br /> INSTALLED INTO THE WIDE FACE OF THE STUD, STUDS MUST BE STITCH NAILED TOGETHER w/ I Gd SINKERS
<br /> STAGGERED @ o/c 0 ® BACKFI LL W/ POROUS zIll D 0
<br /> MATERIAL ('fYP) l UI N
<br /> 4. MINIMUM EDGE DISTANCE IS FOR FORMED CONCRETE EXPOSED TO WEATHER OR SOIL. FOR CONCRETE 0 \
<br /> CAST AGAINST SOIL PROVIDE 3" CLEAR TO ANCHOR BOLT. B - Q
<br /> — I — , _ , !
<br /> 5. NAILS/SCREWS TO HOLDOWN POST SHALL' BE PER MANUFACTURER'S SPECIFICATIONS. �11!_I I ! 1; 1 - I I-11! I , '
<br /> _ ;f�,"� I ' 1il Jai— CD 0
<br /> —
<br /> —
<br /> G. WHEN FIELD CONDITION BECOME LESS THAN MINIMUM SHOWN, CONTACT ENGINEER PRIOR TO PROCEEDING.
<br /> n W CO uJ
<br /> A H 1D O WN BOLTS MUST BE RE-TIGHTENED JUST'PRIOR TO ENCLOSING SECOND SIDE OF WALL. ct) c0 °� _ W
<br /> 7. LL OL O Ov w
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<br /> IL- °0 = PER PLAN
<br /> 8. HOEDOWNS MAY BE ATTACHED TO EXISTING CONCRETE USING: SIMPSON 'SET-XP' HIGH STRENGTH EPDXY. — °,�a, , 1L.j
<br /> ANDEMBED PERCHAT: ICBO REPORT T NO. E -5279.: DRILL ANCHOR BOLT HOLESYa" LARGER THAN
<br /> SIZE R R R — ,
<br /> ANCHOR BOLT DIAMETER.
<br /> © L 4" 0 PERFORATED PLASTIC PIPE. CENTER IN PER PLAN
<br /> ONE CUBICPER SCHEDULE
<br /> FOOT OF FREE DRAINING GRAVEL
<br /> 0
<br /> AND DRAIN TO APPROVED OUTFALL,
<br /> �A
<br /> ,,,, ,„, a ` I�
<br /> 0
<br /> . a a 9 201
<br /> e
<br /> e °e4iFNDN ShEARWALL CONN ;
<br /> -ez ° ° d d /. 130%
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<br /> se ae . ed ,r,
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<br /> Formii4
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<br /> e e Je e �A` gel
<br /> e Q ® DOUBLE TOP PLATE W/ EDGE NAILING (STAGGER) G HOEDOWN PER SCHEDULE AND ; A ,� 4. 9w
<br /> o e PLAN (I -SDS3 SHOWN) S Q z
<br /> CLEAR_ — © SHEARWALL EDGE NAILING AT ALL PANEL EDGES. H COORDINATE ALL STUD AND PLATE HOEDOWN PER PLAN
<br /> " MAXIMUM SIZES w/ SHEARWALL SCHEDULE
<br /> SPAN BLOCKING AT ALL PANEL EDGES WHERE
<br /> �, APPLICABLE. �. LATERAL ONLY
<br /> REQUIREMENTS _.,
<br /> © EDGE NAILING TO HOEDOWN POST (FULL
<br /> 30" min �' 30" MIN . ',, HEIGHT) STAGGER INTO DOUBLE STUDS JO EDGE NAILING TO POSTS, TRIM
<br /> E.
<br /> KEBAB �� REBAR ,° ° QD STUDS @ 16" ON CENTER STUDS, AND KING STUDS LTP4 PER SHEAR WALL SCHEDULE Drawn By: DP Revised By: JB
<br /> LENGTHN. .. -' LENGTH 4 (MIN. SPACING = 12 o/c) Checked By: CCC
<br /> l OE PRESSURE TREATED SILL PLATE WITH EDGE HEADER
<br /> ONE #4 REBAR ONE #4 REBAR NAILING AND ANCHOR BOLTS PER SHEARWALL ® BEARING STUD FOR H AD R Date: 1 2-04- 18
<br /> JOISTSsi It ANCHOR PER HOEDOWN SCHEDULE
<br /> l,, IN SHEAR CONE IN SHEAR CONE SCHEDULE. /"
<br /> ( I 2 MIN, REBAR ( I 2 MIN, REBAR © RIMJOIST TO BE 1 2 MIN PER PLAN
<br /> '" LENGTH) '�' �..f LENGTH) OTOP PLATE SPLICE NAILING TO BE (8) 16d SINKERS THICKNESS AT ALL SHEARWALLS 6x6x%2" A36 SDA JOB NO.
<br /> (MIN). LAP 48" MINIMUM. CENTER SPLICE ON STUD. BEARING PLATE
<br /> 1/2" MIN. 7 ✓ /
<br /> 7
<br /> I/2 MIN. HSS SECTION
<br /> FROM CORNER FROM CORNER
<br /> STD . ShEARWALL ELEVATION hOLDOWN ABOVE I-155
<br /> 'STh D 4 W/ RM SECTION
<br /> ' INSTALLATION 'ST1- D' INSTALLATION 0I 6 STRUCTURAL
<br /> 3
<br /> NOTES/DETAILS
<br /> W/ RIM W/O RIM .
<br /> 3 - 2 . 0
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<br /> ;x24 (Arch D) _..a
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