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NO. DATE ISSUE I REV. BY
<br /> STRUCTURAL ABBREVIATIONS � � � 1� 0829.18 BLDG_DEPT.REV_ MRL
<br /> AB ANCHOR BO�T LLH LONG LEG HORIZONTAL ' a TIE DOWN STRAP SCHEDULE �2 �0.o5.�s BLDG.DEPT.REV. MRL
<br /> ADD'L ADDITIONAL LLV LONG LEG VERTICAL � � �
<br /> ALT ALTERNATE LONGIT LONGITUDINAL x
<br /> HOLDOWN SCHEDULE (HF-WIND) HEM-FIR STUDS ALTERNATE
<br /> ARCH ARCHITECT(URAL) Ls SPLICE LENGTH � NAILING
<br /> ATR ALL-THREADED ROD LSH LONG SLOTTED HOLE = MINIMUM ALLOWABLE
<br /> MAR ALLOWABLE UPLIFT MIN END STUD CONCRETE REQUIRED NAIL CLEAR
<br /> B/ BOTTOM OF LSL LAMINATED STRAND LUMBER � STAGGER AB @ Q MODEL # MARK STRAP END UPLIFT STRAP
<br /> BN BOUNDARY NAIL�NG LVL LAMINATED VENEER LUMBER DBL-SIDED SW � PROVIDE (1) AB EA SIDE WHERE K (LBS) STUDS FASTENERS ANCHOR LENGTH AT EACH END SPACING ��BS� SPAN
<br /> BLDG BUILDING MAT'L MATERIAL °�, SILL PLATE IS BORED, CUT OR LENGTH .
<br /> BLKG BLOCKING MAX MAXIMUM � � NOTCHED MORE THAN 1/3 THE (�) MID WALL CORNER END WALL (2) (3,�) 3
<br /> BM BEAM MECH MECHANICAL _ PLATE WIDTN � „ � „ 5/g"� THREADED ROD A CMST14 9" (8) 16d 1/4 1573 CS16 13"
<br /> BOTT BOTTOM MFR MANUFACTURER 2 HDU2-SDS2.5 2215 (2) 2x (6) /4 �x� SDS � „
<br /> BRG BEARING MIN MINIMUM SW SHTG, TYP W � � NOTES:
<br /> BTWN BETWEEN MISC MISCELLANEOUS A MIN OF (2) AB SHALL BE 4 HDU4-SDS2.5 3285 (2) 2x (10) %4"�x�" SDS SSTB16 1. FOLLOW ALL SIMPSON STRONG-TIE GUIDELINES NECESSARY TO ACHIEVE FULL ICC DESIGN VALUES.
<br /> � CENTERLINE MTL METAL PROVIDED IN EACH SILL SECTION 2. STRAP MAY BE INSTALLED OVER OR UNDERNEATH PLYWOOD.
<br /> CJ CONSTRUCTION or CONTROL JOINT (N) NEW 2
<br /> CLR CLEAR(ANCE) NIC NOT IN CONTRACT P.T. SILL PLATE, TYP 5 HD 5-SDS .5 4065 2) 2x 14) �"�x�" SDS ST 24 3. EDGE NAIL PLYWOOD TO STRAPPED POST.
<br /> CONC CONCRETE NOM NOMINAL 4. ADDED BLOCKING MAY BE ELIMINATED WHERE FLOOR FRAMING IS DIRECTLY BETWEEN POSTS.
<br /> CONN CONNECTION NTS NOT TO SCALE - PLATE WASHER • � . ,
<br /> CONST CONSTRUCTION OC ON CENTER J PER SCHED, TYP 5. \q INDICATES FLOOR-TO-FLOOR STRAP ON PLAN.
<br /> coNT CONTINUOUS OPNG OPENING PLATE WASHER SCHEDULE NOTES:
<br /> CTRD CENTERED OPP OPPOSITE
<br /> CTSK COUNTERSINK OSB ORIENTED STRAND BOARD WALL PLATE WASHER ALT. SIMPSON BPS A R C H i T E C T U R E .
<br /> OWWJ OPEN WEB WOOD JOIST p � p 1. HOLDOWNS SPECIFIED ARE AS MANUFACTURED BY SIMPSON STRONG-TIE C0. INC.; ACCEPTABLE EQUIVALENT
<br /> DBL DOUBLE(R) SIZE SIZE (SEE NOTE 6) 980 South Hamey Street • Seattle,WA 98108
<br /> DET DETAIL �' PLATE 2x4 3x3x0.25 BPS 5/8-3 PRODUCT SUBSTITUTIONS ARE AVAILABLE FROM OTHER MANUFACTURERS WITH EOR APPROVAL. FOLLOW ALL o � -EQUAL NUMBER OF t:206.382.1900 • f:206.382.0450
<br /> DF DOUGLAS FIR PERM PERIMETER , � � w z SPECIFIED NAILS AT EA END
<br /> DIAG DIAGONAL PERP PERPENDICULAR 2x6 3x4.5x0.25 BPS 5/8-6 MANUFACTURER GUIDELINES NECESSARY TO ACHIEVE FULL ICC DESIGN VALUES. ,�,
<br /> J
<br /> DJ DECK JOIST PLY PLYWOOD L L L 2. REFERENCE PLANS FOR ADDITIONAL STUD REQUIREMENTS WHERE OCCURS. DEI
<br /> DN DOWN PRE-MFR PRE-MANUFACTURED Q z
<br /> NOTES: 3. HOLDOWN SHALL BE WSTALLED TIGHT TO STUDS WITHOUT FILLERS OR DAPPING. DO NOT BEND HOLDOWN ,�, Q
<br /> DP DEPTH PSL PARALLEL STANDED LUMBER J � DIBBLE ENGINEERS INC
<br /> 1. L = 6" MIN, 12" MAX c� cn
<br /> P.T. PRESSURE TREATED ANCHORS.
<br /> DWL DOWEL www.dibbleen ineers.com
<br /> DWG DRAWING REF REFERENCE 2. 5/8"� AB W/ MIN 7" EMBED TYP, SEE STUD WALL OR SHEAR WALL SCHEDULE FOR SPACINGS & EMBED. g
<br /> EA EACH REINF REINFORCING 3. SILL PLATES TO BE PRESSURE TREATED, REFER TO GENERAL NOTES FOR GALV REQUIREMENTS FOR 4. PROVIDE 1/4"x3"SQ PLATE WASHER IN BETWEEN STANDARD DOUBLE NUTS. EMBED LENGTH EQUAL TO TOP � CONTINUOUS RIM OR �ozgMarketStreet,Kirkland,WAg8o33
<br /> EF EACH FACE CONNECTORS & FASTENERS. �' � ADD SOLtD BLKG x 16"LONG MIN @ STRAP; 425.828.4200
<br /> REQ'D REQUIRED OF CONCRETE DOWN TO TOP OF PLATE WASHER. z z
<br /> EN EDGE NAILING RET RETAINING 4. HOLES IN SILL PLATES SHALL BE A MIN 1/32" TO MAX 1/16" LARGER THAN BOLT DIAMETER. w w CTRD ON POST
<br /> EL ELEVATION RJ ROOF JOIST 5. HOLES, CUTS AND NOTCHES IN TREATED SILL PLATES SHALL BE COATED W/ FIELD APPLIED P.T. LIQUID. 5. #�„-� INDICATES ON PLAN HOLDOWN MODEL AND MINIMUM STUD REQUIREMENTS, TYP.
<br /> EMBED EMBEDMENT RT ROOF TRUSS 6. BPS BEARING PLATES W/ SLOTTED HOLES SHALL BE PLACED W/ STANDARD CUT WASHER & NUT. 6. CONTRACTOR TO COORDINATE WHERE "RJ" HOLDOWNS ARE REQUIRED.
<br /> ENGR ENGINEER SCHED SCHEDULE PLAN VI EW - BUNDLED (2)2x MIN, FULL NEIGHT
<br /> EQ EQUAL SECT SECTION 7. PROVIDE SIMPSON AT-XP AS REQUIRED FOR ROD ANCHORAGE.
<br /> Es EACH SIDE SHTG SHEATHING TYPICAL ANCHOR BOLT INSTALLATION HOLDOWN SCHEDULE (8" MIN STEM WALL) FLR-TO-FLR HOLDOWN STRAP SCHEDULE
<br /> EW EACH WAY SIM SIMILAR
<br /> (E) EXISTING SOG SLAB-ON-GRADE �2�iX 2 �sisH 3 ,szzX 4
<br /> EXP EXPANSION SPEC SPECtFICATION SCALE:N.T.S. SCALE:N.T.S. SCALE:N.T.S. Q
<br /> EXT EXTERIOR SQ SQUARE
<br /> F/ FACE OF SS SELECT STRUCTURAL
<br /> FJ FLOOR JOIST SSH SHORT SLOTTED HOLE
<br /> FLR FLOOR STD STANDARD
<br /> FNDN FOUNDATION STIFF STIFFENER
<br /> FTG FOOTING STL STEEL
<br /> GA GAUGE STRUCT STRUCTURAL (�
<br /> GALV GALVANIZED SW SHEAR WALL
<br /> GEN GENERAL SYM SYMMETRICAL WOOD-FRAMED SHEAR WALL SCHEDULE ~ r
<br /> GLB GLUE LAMINATED BEAM T/ TOP OF z O
<br /> GR GRADE T&B TOP & BOTTOM FOR HEM-FIR FRAMING W/8d COMMON NAILS(20151BC) ^1 �
<br /> GT GIRDER TRUSS T&G TONGUE & GROOVE � � p.
<br /> THK, THK'N THICK, THICKENED MINIMUM BLOCKING ALLOWABLE SHEAR � Z
<br /> GWB GYPSUM WALL BOARD WALL SHEATHING BOTTOM PLATE FRAMING CLIP FRAMING AT ANCHOR BOLT TO SILL PLATE AT -�---
<br /> HD HOLDOWN THRU THROUGH SW TYPE EDGE NAILING RIM BOARD AT ALL WALL CAPACITY PLF
<br /> HDR HEADER
<br /> TJI TRUSS I-JOIST APA RATED ATTACHMENT TO WALL BELOW THICKNESS PANEL EDGES PANEL EDGES CONCRETE FOUNDATION FOUNDATION � ) O � O
<br /> HF HEM-FIR TRANSV TRANSVERSE ,.�
<br /> HORIZ HORIZONTAL TYP TYPICAL (3) (>>,i3,ta) (a,s,a) (s) (t,z,�,$) (e,to) SEISMIC � �
<br /> Q Z
<br /> HSS HOLLOW STRUCTURAL SECTION UNO UNLESS NOTED OTHERWISE -
<br /> HT HEIGHT VERT VERTICAL �5 � , 5/g"� @ 48"OC P.T. 2x 2 � _
<br /> WHS WELDED HEADED STUD SW-6 /32" 8d @ 6"OC 16d SINKER @ 5"OC LTPS @ 18"OC � �4 2x 2x 182 O � Q
<br /> INT INTERIOR 5 °°
<br /> JT JACK TRUSS WTS WELDED THREADED STUD /g � @ 60"OC P.T. 3x >
<br /> Ld DEVELOPMENT LENGTH WWF WELDED WIRE FABRIC � � >
<br /> (2) ROWS %g"� @ 32"OC P.T. 2x
<br /> SW-4 15/2° 8d @ 4"OC 16d SINKER @ 6"OC, LTP5 @ 12°OC �3�a 2x 2x 265 �
<br /> STAGGERED %"� @ 40"OC P.T. 3x n1 �
<br /> VJ ' ' t W
<br /> (2) ROWS 3 „ 5/g„� @ 24"OC P.T. 2x "� W �
<br /> SW-3 �%32" 8d @ 3"OC 16d SINKER @ 6"OC, LTPS @ 10"OC � �4 2x 2x 342 � �/ w
<br /> STAGGERED %"�b @ 32"OC P.T. 3x
<br /> _ 15 „ 8d @ 2"OC (2) ROWS � „ 3x -OR- �g��� @ 18"OC P.T. 2x ��( � �
<br /> SW 2 /2 �12� 16d SINKER @ 4"OC, LTP5 C� 6"OC 3 �2 3x FLAT 2x 446 W �
<br /> STAGGERED %g"� @ 24"OC P.T. 3x
<br /> l/'�,( W
<br /> 15�32�� 8d @ 4"OC 16d SINKERO@ 6"OC, LTP5 Q 6'bC 3��2�� 3x 3x •� v >
<br /> 2SW-4 %"� @ 24"OC P.T. 3x 530 � ' ^ Q
<br /> BOTH SIDES STAGGERED � v , �
<br /> W �
<br /> �/ �""' O
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<br /> NOTES: Q 'J �
<br /> N
<br /> 1. ALL NAILS ARE COMMON, UNO. REFERENCE GENERAL STRUCTURAL NOTES FOR NAIL DIAMETER AND LENGTH. STUD WALL O N
<br /> Q 2. REFERENCE SHEAR WALL KEY DETAIL FOR DESCRIPTION OF TERMS. BOTTOM PLATE ATTACHMENT WALL SHEATHING
<br /> 3. PROVIDE SHEAR WALL SHEATHING AND NAILING FOR ENTIRE LENGTH OF THE WALLS INDICATED ON THE PLANS. ENDS OF SHEAR ADD'L BOTTOM PLATE U
<br /> WALLS ARE TYPICALLY AT WINDOWS, DOORWAYS OR AS SHOWN ON PLAN. �
<br /> 4. EDGE NAILING IS REQUIRED AT ALL HOLDOWN POSTS. EDGE NAIUNG �S REQUIRED TO EACH STUD USED IN BUILT-UP HO�DOWN NAILING AS REQ'D EDGE NAILING �
<br /> POSTS. REFERENCE HOLDOWN SCHEDU�E & DETAILS FOR ADDITIONAL INFORMATION. � >
<br /> T/SHEATHING w a
<br /> 5. INTERMEDIATE FRAMING TO BE 2x MINIMUM MEMBERS UNO IN SCHEDULE. ATTACH SHEATHING TO INTERMEDIATE FRAMING WITH EDGE h R I M B O A R D v=, �
<br /> NAILING AT 12"OC WHERE STUDS ARE SPACED AT 16"OC AND EDGE NAILING AT 6"OC WHERE STUDS ARE SPACED AT 24"OC. (DBL RIM WHERE REQ'D) �
<br /> 6. SIMPSON STRONG-TIE "A35" MAY BE USED IN LIEU OF "LTPS." "LTPS"CLIPS SHALL BE ORIENTED LENGTHWISE (HORIZONTAL) AT �
<br /> FLOOR OR ROOF FRAMING BLOCKING PER DETAILS PLATE TO RIM. USE 0.131"P1x1 �/ " NAILS WHERE CLIPS ARE ATTACHED DIRECTLY TO FRAMING. USE 0.131"PJx2�/ " WHERE CLIPS $ A• Dj
<br /> POST PER HOLDOWN SCHED 2 2 DIAPHRAGM $ B�
<br /> PER PLANS & DETAILS BOTTOM PLATE NAILING PER ARE INSTALLED OVER SHEATHING. EDGE NAILING ; 4'� �F �ds8r�
<br /> HOLDOWN PER PLAN "LTP" FRAMING CLIP
<br /> SHEAR WALL SCHEDULE 7. (2) 2x STUDS NAILED TOGETHER MAY BE USED IN PLACE OF SINGLE 3x STUD. DOUBLE 2x STUDS SHALL BE SECURED TOGETHER � �C.�' `�'G�
<br /> BOTT R & NAILING PER �T/FLOOR WITH FASTENERS OF THE SAME DIAMETER AND SPACING AS THE BOTTOM PLATE ATTACHMENT PER SCHEDULE. (OVER OR UNDER SHTG) � � �
<br /> SHEAR WALL SCHED SHEAR WALL PER PLAN (ROOF @ SIM) 8. WHERE SHEATHING IS APPLIED ON BOTH SIDES OF A SHEAR WALL AND NAIL SPACING IS LESS THAN 6°OC ON EITHER SIDE, THE JOIST = �
<br /> & SHEAR WALL SCHED WIDTH OF THE NAILED FACE OF THE FRAMING MEMBER SHALL BE 3" NOMINAL OR GREATER AT ADJOINING PANEL EDGES AND NAILS EDGE NAIUNG v� m
<br /> (3) lOd EACH BLKG AT ALL PANEL EDGES SHALL BE STAGGERED. ALTERNATIVELY, PANELS SHALL BE STAGGERED SO THAT EDGE JOINTS ON OPPOSITE "A" FRAMING CLIP � � �FG/STE`�" S�
<br /> NUMBER OF STUDS ADDITIONAL BLKG @ STUD POST SIDES ARE NOT LOCATED ON THE SAME STUD. DOUBLE TOP PLATE �j�ti�
<br /> 2x BLKG @ 48"OC W/ PANEL EDGE NAILING PER PER PLAN, (2) MIN 9. ANCHOR BOLTS SHALL BE PROVIDED W�TH HOT-DIPPED GALVANIZED STEEL PIATE WASHERS PER DETAILS ON DRAWINGS. EMBED
<br /> (3) 16d END NAILS, EACH END SHEAR WALL SCHED @ WALL ENDS OR HOLDOWN LOCATIONS ANCHOR BOLTS 7" MINIMUM INTO THE CONCRETE. PROVIDE AN ANCHOR BOLT AT EACH END OF EACH PLATE AND SHALL BE AT STUD WALL ANCHOR BOLT / / p
<br /> SHTG PER PLAN DOUBLE TOP PLATE LEAST 7 TIMES THE ANCHOR BOLT DIAMETER FORM THE ENDS OF THE PLATE, BUT NOT MORE THAT 1/2 THE TABULATED ANCHOR (P.T.) SILL PLATE ; %" MAX �O! 5/ 1 v
<br /> C O U P L E R A S R E Q'D S P L I C E W A L L S H E A T H I N G O N B O L T S P A C I N G O R 1 2", W H I C H E V E R I S L E S S. S E E A N C H O R B O L T D E T A I L F O R P L A T E W A S H E R R E Q U I R E M E N T S. [A L T: 5/8"�dx 8" 2
<br /> �T/SHTG EDGE NAILING PER SHEAR RIM BOARD WHEN FEASIBLE TITEN HD ANCHOR SCREWS MAY BE USED IN LIEU OF ANCHOR BOLTS AT EXISTING CONCRETE, WITH PLATE WASHER & SPACING
<br /> WALL SCHEDULE, STAGGERED REQUIREMENTS PER SCHEDULE.]
<br /> JOIST & DIRECTION I \ SILL R & ANCHOR BOLTS BLOCKING @ SHEAR WALL d� EDGE NAILING
<br /> PER PLAN, TYP PER SHEAR WALL SCHED STUDS @ 16"OC, TYP 10. PROVIDE HOT-DIPPED GALVANIZED (ELECTRO-PLATING) NAILS AND CONNECTOR PLATES (FRAMING ANGLES, ETC.) AT ALL PRESSURE a : I.I
<br /> SHEATHING PANEL EDGES TREATED LUMBER. REFERENCE GENERAL STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. ow�►wN
<br /> SHEATHING & NAILING PER � ��� FIELD NAILING PER SHEAR WALL 11. PANELS MAY BE INSTALLED HORIZONTALLY IF STUDS ARE SPACED AT 16"OC MAX. � �
<br /> � z SHEAR WALL SCHEDULE _ �I _ SCHEDULE ���n�r���p�ii ini�_ � � SAT/MRL
<br /> 2x BLKG (SEE SHEAR WALL ao � - - - 13. THE TOP EDGE OF THE WOOD STRUCTURAL PANEL SHALL BE ATTACHED TO THE UPPER TOP PLATE. ROOF OR UPPER LEVEL UPLIF-f SHEAR WALL KEY DETAIL z CHECKED
<br /> BOTT R NAILING REQ'S) a T/FIN GRADE + « r� i * � HOLDOWN PER PLAN & HOLDOWN CONNECTORS SHALL BE ON THE SAME SIDE OF THE WALL AS THE SHEATHING. �
<br /> SCHEDULE
<br /> w I�'- I I (� �I 14. THE BOTTOM EDGE OF THE WOOD STRUCTURAL PANEL SHALL EXTEND TO AND BE ATTACHED TO THE BOTTOM OR SILL PLATE. . � JAC/MPM
<br /> z Q I �- RIM BOARD PER PLAN ' s ) �jj- t'�P��� �
<br /> I rl 15. REFERENCE DETAIL BELOW FOR STAGGERED NAIL AND SCREW SPACING AT RIM BOARDS. ,n. �, ,�, �m � � DATE
<br /> � � � ° & DETAILS h II (E) BOTTOM PLATE 16. WALL TYPE ACCEPTABLE WITH TRUSJOIST AND BOISE CASCADE RIM JOIST AND BLOCKING. �
<br /> W os_oa_2o�8
<br /> �o � ALT: AT (E) STEM WALL, USE CONC STEM WALL & �.I° ��
<br /> i REWF PER PLAN �T/FLOOR SHEATHING
<br /> � � 5/g"� ATR W/ SIMPSON a �� � � � � � • �8" MIN STAGGER = �
<br /> a (SLAB @ SIM) �R FLOOR JOISTS PER EDGE DIST SPACING/2 SCALE
<br /> SET-XP W/ 15" MW EMBED PLAN & DETAILS SPACING m �
<br /> CONC FTG & REWF PER PLAN 1�'1 _ _ _ �Y_ STAGGER =
<br /> � ll 3�" MIN SPACING/2 SPACING �2" MIN PER SCHED RIMBOARD Gt AS NOTED
<br /> T/GRADE a a HF�2 PT PLATE, (2) 2x EDGE DIST PER SCHED RIMBOARD BTWN ROWS �
<br /> _ Q a � a THREADED ROD PER OR 3x AS REQUIRED �4" MIN + + + z � JOB NO_
<br /> �-��I •_ • w J SHEAR WALL SCHEDULE 1 + + + � _J �7-s37
<br /> ALT HOOKS a d � � (MIN 5/g"� @ 48"OC, BTWN ROWS + + + + + =�z �" MIN + + � RIM =N
<br /> -I I I _ _ i_ EMBED 7") (E) FOUNDATION STEM ° ' ��� BTWN ROWS ° ° � �
<br /> COMPETENT NATIVE SOIL OR -I I I-� � - � z WALL @ PERIMETER 3 W
<br /> COMPACTED STRUCTURAL FILL PER PLAN � " � /g" MIN R NAILING PER SCHED 3�g�� MIN R NAILING PER SCHED �
<br /> EDGE DIST EDGE DIST
<br /> NOTE: DIAPHRAGM NAILING DIAPHRAGM NAILING (n
<br /> SILL ANCHOR BOLT AT CONCRI TE STEM WALL NOT SHOWN FaR CLARITY. (E) FOOTING @ PERIMETER
<br /> (2) ROWS BOTTOM PLATE NAILING (3) ROWS BOTTOM PLATE NAILING �
<br /> SHEAR WALL AT EXTERIOR STEM WALL 9 TYPICAL SHEAR WALL ELEVATION 1 � WOOD-FRAMED SHEAR WALL SCHEDULE 12 � .
<br /> SCAI.E:3/4" = 1'-0'° Q1275p-MOD SCALE:N.T.S. 127x SCALE:NONE �.�� ° � ' �� �.� 8i
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