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WOOD
1. DESIGN OF WOOD MEMBERS IS BASED ON THE LATEST EDITION OF THE
DESIGN SPECIFICATION, NATIONAL FOREST PRODUCTS ASSOCIATION.
2. FRAMING LUMBER SHALL BE SOUTHERN PINE NO. 2 GRADE MINIMUM,
UNLESS OTHERWISE NOTED. STUDS TO BE DOUGLAS FIR #2 OR EQUAL.
3. ALL PLYWOOD SHALL BE STRUCTURAL I CONFORMING TO PRODUCT
STANDARD PSI WITH EXTERIOR GLUE.
4• BOLT HOLES SHALL BE 1/16" LARGER THAN THE BOLT SIZE. RE -
TIGHTEN PRIOR TO CLOSING IN.
5. STANDARD CUT WASHERS SHALL BE USED UNDER HEAD AND NUTS
AGAINST WOOD.
6. THE BOLTS FOR PLATES SHALL BE PLACED 8" FRCM THE END OF A PLATE AND
PLACED AT INTERVALS NOTED ON PLAN.
7. ALL STUD PARTITIONS OR WALLS SHALL HAVE 2 X BRIDGING, TO
ACT AS A FIRESTOP, SAME WIDTH AS THE STUD AT MID -HEIGHT.
B. DO NOT NOTCH BOTTOMS OF WOOD MEMBERS. OBTNIN A/E APPROVAL
FOR ANY HOES IN ALL WOOD MEMBERS EXCEPT AS NOTED BELOW.
HOLES THROUGH SILLS, PLATES, STUDS AND DOUBLE PLATES IN
INTERIOR AND BEARING WALLS SHALL NOT EXCEED .ONE-THIRD
THE PLATE WIDTH AND SHALL BE BORED HOES PLACED IN THE
CENTER OF THE STUD OR PLATE. NOTCHING IS N01 PERMITTED.
9. ALL NAILS SHALL BE COMMON WIRE NAILS. WHERE'DRIVING OF NAILS
CAUSES SPLITTING, HOLES FOR NAILS SHALL BE SLB DRILLED.
10. NAILED CONNECTIONS SHALL CONFORM TO TABLE 2;506.1 OF THE I.B.C.
A. END DISTANCE, EDGE DISTANCE AND SPACING- OF NAILS SHALL
BE SUCH TO AVOID SPLITTING OF THE WOOD.
R THE PENETRATION OF NAILS INTO THE PIECE RECEIVING THE PINT
SHALL NOT BE LESS THAN 1/2 THE LENGTH OF THE NAIL
PROVIDED. HOWEVER, 16D NAILS BE USED TO CONNECT PIECES
OF 2" NOMINAL THICKNESS.
C. NAILING NOT NOTES SHALL BE AT LEAST TWQ NAILS AT ALL
CONTACT POINTS.
11. ALL WOOD PLATES BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE
TREATED LUMBER.
12. ALL JOINTS IN DOUBLE TOP PLATES SHALL BE CEN""ERED OVER A STUD AND SHALL
BE STAGGERED 4'-0" MIN. SPLICES SHALL NOT OCCUR LESS THAN 4'-0" FROM
CORNER,
13. ALL METAL HOLD DOWN CLIPS SHALL MEET THE FOLLOWING:
A. HOLD DOWN CLIPS AND FASTENERS SHALL BE ChRROSION RESISTANT.
C. APPROVED BY S.B.C.C.I. AND OTHER REQUIRED LOCAL CODE AGENCIES.
D. INSTALLED AS RECOMMENDED BY THEIR MANUFAC"URER
14. EXCEPT WHERE NOTED OR DETAILED OTHERWISE, ALL NAILING SHALL BE IN
ACCORDANCE WITH TABLE 2304.9.1 OF THE IBC.
15. +4l_VENEER WALL TIES SHALL BE FASTENED 132" MINIMUM IN B ii�BS
WITH CORROSIO K "Bfifdl .. ICHALL BE
CORROSION REST A M ".>F-#f�=-0.^- Hr^RLZONTAL AND
16=�'C"" ICAL.
16. PROVIDE 1%2 APA RATED PLYWOOD SHEATHING OR "152' O.S.B. SHEAR WALLS AT ALL
EXTERIOR WALLS AS NOTED ON PLANS. ALL SHEAR WALLS ARE TO EXTEND FROM SILL
PLATE TO 'DOUBLE PLATE SUPPORTING TRUSSES ON TRUSS BEARING SIDES AND UP
TO TOP PLATE BELOW ROOF DECK AT THE END WAL GABLE ENDS.
17. SEISMIC SHEAR WALL SHEATHING TO BE 1%2" APA Ri:TED SHEATHING OVER O/S FACE
OF ALL EXTERIOR WALL STUDS WITH ALL FREE EDGE" BLOCKED AND NAILED.
SHEATHING TO BE FASTENED TO STUDS WITH 6d COMMON NAILS 0 4" O.C. AT ALL
INDIVIDUAL PANEL EDGES AND 6d COMMON NAILS ® 6" O.C. AT ALL INTERMEDIATE
STUDS.
18. 3£IS#41 OF DIAPHRAGM TO BE APA RATED PL\WOOD SHEATHING
OVER WOOD FTERS ® 24" O.C. PLYY'nOD T ED TO
-TRUSSES AND RAFTERS WITH 8 k�&•R>5' �C. AT PANEL EDGES AND 8d
COMMON NAILS 0 12" O.0 eR1 ATE SUP i", -9 G BETWEEN
TRUSSES IR@gOIYED AT PANEL JOINTS EXCEP; WHERE REQUI RT
Lk-?'sl EDGES AT RIDGE, HIP, AND VALLEY AREA:.
19• ANOW ILL PLATE TO FOUNDATION WITH N' DIAMET_R A307 ANCHOR BQLT�S-AT`
4'-0" O.C. 0 CONCRETE SLAB (SEE DETAIL, 8�.tj" ROVIDE 4)
BOLTS MINIMUM PER EACH_Wkrt-S&QMZNT WHE MGTR OF WALL SEGMENT IS
LESS THAN 8'-0" BETWEEN WALL R WALL POSTS PROVIDE
SIMPSON HD2A HOLD- ORS CAST INTO TRFOUNUATNOII..SLgB EDGE
TYPICAL W D ON FOUNDATION PLAN. SEE DETAIL 8/S-4.1 FOR SOLD-eGwtL
20. CONTRACTOR SHALL PROVIDE TEMPORARY ERECTION &RACING AS REQUIRED TO KEEP
THE BUILDING TRUE AND PLUMB AND IN A SAFE CONDITION UNTIL ALL STRUCTURAL
ELEMENTS ARE CONNECTED IN PLACE. THE BUILDING SHOULD NOT BE CONSIDERED
STABLE UNTIL ROOF DECK, SHEAR WALL SHEATHING, ALL GYPSUM BOARD SHEATHING
ON INTERIOR AND EXTERIOR WALL STUDS AND ON BOTTOM CHORD OF ROOF TRUSSES
AND ALL PERMANENT BRACING NOTED ON PLANS AND TRUSS SUPPLIER SHOP
DRAWINGS ARE CONNECTED IN PLACE.
21• ALL HORIZONTAL FRAMED LUMBER (HEADERS & BEAM") SHALL BE STRUCTURAL GRADE
NO. 2 KD SAS SOUTHERN PINE OR ANOTHER APPROVED SPECIES HAVING DESIGN
VALUES EQUAL TO NO. 2 KD SOUTHERN PINE.
22. ALL WOOD STUDS AT THE FOLLOWING LOCATIONS SHALL BE STRUCTURAL GRADE NO.
2KD SOUTHERN YELLOW PINE OR ANOTHER APPROVEL? SPECIES HAVING DESIGN
VALUES EQUAL TO NO. 2 KD SOUTHERN YELLOW PINE.
ALL EXTERIOR WALLS
ALL BEARING WALLS
ALL SHEAR WALLS
I HEREBY CERTIFY THAT THE STRUCTURAL PLANS SUBMITTED HEREWITH ARE DESIGNED WITH THE STRUCTURAL
LOAD CARRYING ELEMENTS TO RESIST THE ANTICIPATED FORCES OF TH[ DESIGNATED SEISMIC ZONE IN WHICH
THE STRUCTURE IS LOCATED IN ACCORDANCE WITH ARKANSAS ACT 1103, 1991.
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G)7-0/-D"i
PROJECT DATE:
TOL) ZM-1
HEFT /NUMBER'