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<br /> GENERAL
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<br /> �— FOR DOUBLE SIDED SHEARWALLS, I . ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE CONTRACT DRAWINGS. *.'. 'C5'
<br /> THE SHEATHING ON EACH FACE
<br /> HOEDOWN POST. SEE G , , 4
<br /> HOEDOWN SCHEDULE OR LENGTH OF MUST EXTEND CONTINUOUS 2. DURING THE CONSTRUCTION PERIOD THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE 0 N
<br /> PLAN FOR MINIMUM SHEARWALL BETWEEN hOLDOWN POSTS AS BUILDING. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRACING AND GUYS IN ACCORDANCE WITH
<br /> REQUIREMENTS SHOWN. ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES. ANY DEVIATION MUST BE APPROVED PRIOR TO 0
<br /> ERECTION.
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<br /> `' — - - ---_— -- 3. ALL ERECTION PROCEDURES SHALL CONFORM TO OSHA STANDARDS. ANY DEVIATION MUST BE APPROVED n
<br /> OPENING PER PLAN ..\ BY OSHA PRIOR TO ERECTION. Q.)
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<br /> 4. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION PROCEDURES INCLUDINGcz
<br /> LOCATION OF HOEDOWN STHD 14RJ LAGGING, SHORING AND PROTECTION OF ADJACENT PROPERTY, STRUCTURES, STREETS AND UTILITIES IN v
<br /> TO BE INSTALLED �� ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES. 0 N
<br /> TYPE OF hOLDOWN TO BE
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<br /> INSTALLED 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES AND SHALL CHECK > N
<br /> ALL DIMENSIONS. ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER AND BE — Q C E
<br /> ShEARWALL DESIGNATION - SEE ShEARWALL RESOLVED BEFORE PROCEEDING WITH THE WORK. O = m O
<br /> SCHEDULE FOR FRAMING, NAILING AND © Q = Ill — U
<br /> LATERAL MARKING LEGEND ANCHORAGE REQUIREMENTS 7. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT $ it
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<br /> SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF ° ° ° w 2 -
<br /> CONSTRUCTION SHALL BE USED SUBJECT TO REVIEW BY THE ENGINEER. ° �i ° a ° ° ° ° �' to < co L
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<br /> 8. ALL DETAILS DESIGNATED AS STANDARD OR TYPICAL SHALL OCCUR IN ADDITION TO ANY OTHER SPECIFIC ° ' ° ° ° " ° .a ° ° ° tu O N �?
<br /> DETAIL CALLED OUT. °
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<br /> 9. COORDINATE WITH MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR SIZE AND LOCATION OF ALL 0 DOUBLE TOP PLATE W/ EDGE NAILING (STAGGER) © HOEDOWN PER SCHEDULE N > co
<br /> hOLDOWN SCHEDULE OPENINGS REQUIRED FOR DUCTS, PIPES, PIPE SLEEVES, ELECTRICAL CONDUITS, AND OTHER ITEMS TO BE © ShEARWALL EDGE NAILING AT ALL PANEL EDGES. AND PLAN (HDQ8-SD53 M LL' in
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<br /> EMBEDDED IN CONCRETE OR OTHERWISE INCORPORATED IN STRUCTURAL WORK. BLOCKING AT ALL PANEL EDGES WHERE SHOWN) '�
<br /> FOR HOLDOWNS INSTALLED IN NEW FOUNDATIONS APPLICABLE. 8COORDINATE ALL STUD AND U u ,
<br /> 1 1 . ARCHITECTURAL AND MECHANICAL PLANS ARE CONSIDERED A PART OF THE STRUCTURAL DESIGN DRAWINGS EDGE NAILING TO NOLDOWN POST (FULL PLATE SIZES w/ SHEARWALL L z
<br /> ANCHOR THRU BOLTS OR MIN WOOD MINIMUM END AND ARE TO BE USED TO DEFINE DETAIL CONFIGURATIONS INCLUDING; BUT NOT LIMITED TO RELATIVE LOCATION © HEIGHT) STAGGER INTO DOUBLE STUDS SCHEDULE REQUIREMENTS --N O
<br /> MODEL MEMBER EMBEDMENT EDGE OF MEMBERS, ELEVATIONS, DIMENSIONS AND LOCATIONS OF ALL OPENINGS, ETC. _
<br /> BOLT NAILS/SCREWS THICKNESS DIST. LENGTH © STUDS @ 16" ON CENTER C� a-
<br /> 12. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST O PRESSURE TREATED SILL PLATE WITH EDGE J� EDGE NAILING TO POSTS,
<br /> PRESENT KNOWLEDGE BUT WITHOUT GUARANTEE OF ACCURACY. WHERE ACTUAL CONDITIONS CONFLICT WITH TRIM STUDS, AND KING
<br /> SThD 14/RJ - (24) 16d SINKERS 14" 1y2" THE DRAWINGS, THEY SHALL BE REPORTED TO THE ENGINEER SO THAT THE PROPER REVISIONS MAY BE MADE. NAILING AND ANCHOR BOLTS PER SHEARWALL o STUDS
<br /> MODIFICATION TO DETAILS OF CONSTRUCTION SHALL NOT BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF SCHEDULE.
<br /> hDU2-SD52.5 5/s" ( I 0) SDS/q."x2%2" 3" THE ENGINEER. >
<br /> TOP PLATE SPLICE NAILING TO BE (8) 16d K BEARING STUD FOR
<br /> SINKERS (MIN). LAP 48 MINIMUM. CENTER HEADER
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<br /> CS 14 (30) I Od 16° SPLICE ON STUD.
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<br /> STD . ShEARWALL ELEVATION m
<br /> STHD I 0/RJ (20) 16d SINKERS 10" lye" RIM
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<br /> LSTHDB/RJ ( I 6) 1 6d SINKERS 8" 14" o
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<br /> hOLDOWN NOTES
<br /> WALL PER PLAN `
<br /> I . ALL-THREAD BOLTS SHALL CONFORM TO ASTM A307. A Q
<br /> SILL PLATE AND ANCHOR BOLTS PER (2) LAYERS OF 90# FELT 1
<br /> 2. MINIMUM CONCRETE COMPRESSIVE STRENGTH f'c = 2500 PSI. MINIMUM WALL THICKNESS IS 8". 11 SHEARWALL SCHEDULE. (USE 2x6 P.T. SILL OR EQUIVALENT
<br /> PLATE W/ 5/8" 0 J-BOLTS @ .48" O/C MIN )
<br /> 3. ALL HOLDOWNS REQUIRE A (2) 2x DF#2 POST UNLESS NOTED OTHERWISE. WHERE HOLDOWNS ARE © SLAB PER PLAN
<br /> INSTALLED INTO THE WIDE FACE OF THE STUD, STUDS MUST BE STITCH NAILED TOGETHER w/ 16d SINKERS ILI _
<br /> STAGGERED @ 4" o/c. Qi © BACKFILL W/ POROUS . D O
<br /> MATERIAL (lYP) r D Z CV
<br /> 4. MINIMUM EDGE DISTANCE 15 FOR FORMED CONCRETE EXPOSED TO WEATHER OR SOIL. FOR CONCRETE J I
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<br /> CAST AGAINST SOIL PROVIDE 3" CLEAR TO ANCHOR BOLT. ( -DiiiiiiM
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<br /> 5. NAILS SCREWS TO hOLDOWN POST SHALL BE PER MANUFACTURER'S SPECIFICATIONS. I „t'
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<br /> G. WHEN FIELD CONDITION BECOME LESS THAN MINIMUM SHOWN, CONTACT ENGINEER PRIOR TO PROCEEDING. o Q W Co w
<br /> 7. ALL HOEDOWN BOLTS MUST BE RE-TIGHTENED JUST PRIOR TO ENCLOSING SECOND SIDE OF WALL. p = (5) W
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<br /> 5. hOLDOWNS MAY BE ATTACHED TO EXISTING CONCRETE USING SIMPSON 'SET-XP' HIGH STRENGTH EPDXY. ``- = PER PLAN
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<br /> SIZE AND EMBED PER CHART. ICBO REPORT NO. ER-5279. DRILL ANCHOR BOLT HOLES 4" LARGER THAN '~ u
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<br /> ANCHOR BOLT DIAMETER. `' Q 4" 0 PERFORATED PLASTIC PIPE. CENTER IN
<br /> PER PLAN
<br /> E , ONE CUBIC FOOT OF FREE DRAINING GRAVEL PER SCHEDULE
<br /> I AND DRAIN TO APPROVED OUTFACE.
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<br /> NDN/ ShEARWALL CONN .
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<br /> z ® DOUBLE `0' . ��TE EDGE ;~,'LING (STAGGER) HOLD011,"; F`? SCHEDULE AND . 4
<br /> PLAN (HD05-5D53 SHOWN) o ;4 /
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<br /> E* I7i 11111-1-----------_- 4 _ _ a , '
<br /> ! CLEAR SPAN © SHEAR�'J� __ ,\AILI';G A� ALL PANEL EDGES. ��, COORDI';ATE rLl STUD AND PLATE HOEDOWN PER PLAN ��
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<br /> " MAXIMUM BLOCKING �-.` ALL PANEL EDGES �.'VHERE SIZES �.:,` 5='ErR'.'.'r.l L SCHEDULE F4 01? .,
<br /> APPLICABLE. REQUIREMENTS
<br /> LATERAL p;,�LY
<br /> ' © EDGE NAILING TO HOLDO.'.'; POST (FULL
<br /> `� 1000r.
<br /> 30" MIN ' •_
<br /> 30" min. II HEIGHT) STAG;=? INTO �0::_,LE STUDS EDGE Nr,'Li':G TO POSTS, TRIM �:REBAR _ �.-� CIE
<br /> REBAR ;I
<br /> / LENGTHN STUDS @ e 0'. C_,; ER STUDS. AND K,.G 5TUDS LTP4 PER Drawn By: DP
<br /> LENGTH
<br /> 0 PRESSURE TR=�`ED 5'LL P_,;TE WITH EDGE < , = SHEARWALL SCHEDULE Checked B CCC °
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<br /> BEARING STUD O � HEADER In ANCHOR PER HOEDOWN SCHEDULE Date: 02-09- 17
<br /> ONE #4 REBAR ONE #4 REBAR NAILING AND r,':G"0� BOLTS PER SHEARI':,;!L JOISTS
<br /> I IN SHEAR CONE ifil IN SHEAR CONE ,.,
<br /> N ° v ( I 2" MINAso, - REBAR k • ( I 2" MIN. REBAR SCHEDULE. ® RIMJOIST TO BE It MIN PER PLAN "
<br /> .► �r ®TOP PLATE S'L'CE ' 'r-.'L!';G TO BE (8) 16d 5,':FRS THICKNESS AT A_L S`IEARWALLS 4x4x� SDA JOB NO.
<br /> LENGTH) LENGTH) (M1N). LAP 48 CENTER SPLICE O. 5T[ D. F
<br /> I/2" MIN. h55 SECTION BEARING PLATE
<br /> FROM CORNER 1/2" MIN. Q 7
<br /> FROM CORNER0 `J "
<br /> STD . Sh EARWALL ELEVATION r 1-1OLDOWN ABOVE I-155 '
<br /> 'SThD' INSTALLATION 'SThD' INSTALLATION WI RIM 10 STRUCTURAL
<br /> 0 �, SECTION
<br /> W/O RIM W/ RIM
<br /> NOTES/DETAILS
<br /> .r 5 - 2
<br /> . 0 ' -
<br /> 36x24 (Arch D)
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