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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 DOUGL',S FIR #2 OR EQUAL.
3. ALL PLYWOOD SHALL BE STRUCTURAL I CONFORM NG 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" FROM THE END OF A PLATE AND
PLACED AT INTERVALS NOTED ON PLAN.
7. ALL STUD PARTITIONS OR WALLS SHALL. HAVE 2 � BRIDGING, TO
ACT AS A FIRESTOP, SAME WIDTH AS THE STUD Af MID -HEIGHT.
8. DO NOT NOTCH BOTTOMS OF WOOD MEMBERS. OEFAIN A/E APPROVAL
FOR ANY HOES IN ALL WOOD MEMBERS EXCEPT Ai 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 N(T PERMITTED.
9. ALL NAILS SHALL BE COMMON WIRE NAILS. WHERE DRIVING OF NAILS
CAUSES SPLITTING, HOLES FOR NAILS SHALL BE SUB DRILLED.
10. NAILED CONNECTIONS SHALL CONFORM TO TABLE 1'.306.1 OF THE I.B.C.
A. END DISTANCE, EDGE DISTANCE AND SPACIPG OF NAILS SHALL
BE SUCH TO AVOID SPLITTING OF THE WOOD.
B. THE PENETRATION OF NAILS INTO THE PIEC_ RECEIVING THE PINT
SHALL NOT BE LESS THAN 1/2 THE LEND'-H OF THE NAIL
PROVIDED. HOWEVER, 16D NAILS BE USED TO CONNECT PIECES
OF 2" NOMINAL THICKNESS.
C. NAILING NOT NOTES SHALL BE AT LEAST TV"0 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 CEIITERED 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 t''ORROSION RESISTANT.
. "33 961P ounul• ON o64N.
C. APPROVED BY S.B.C.C.1. AND OTHER REQUIRED _OCAL CODE AGENCIES.
D. INSTALLED AS RECOMMENDED BY THEIR MANUFAvTURER
14. EXCEPT WHERE NOTED OR DETAILED OTHERWISE, ALL NAILING SHALL BE IN
ACCORDANCE WITH TABLE 2304.9.1 OF THE IBC.
15. fLj.._Hrz uENEE� L TIES S iAL BE i=ASI`ENEC i✓j tvl liiWlU n I �,_r &fit fi
WITH CORROSI K N SICK TIES SMALL BE
CORROSION RESTS A M ORIZONTAL AND
1 " . . ICAL
16. PROVIDE 1%2" APA RATED PLYWWOOD SHEATHING OR O.S.B. SHEAR WALLS Ai 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 WA-L GABLE ENDS.
17• SEISMIC SHEAR WALL SHEATHING TO BE 1%2" APA RATED SHEATHING OVER O/S FACE
OF ALL EXTERIOR WALL STUDS WITH ALL FREE EDGES BLOCKED AND NAILED.
SHEATHING TO BE FASTENED TO STUDS WITH 6d COMMON NAILS ® 4" O.C. AT ALL
INDIVIDUAL PANEL EDGES AND 6d COMMON NAILS 0 6" O.C. AT ALL INTERMEDIATE
STUDS.
18. SEfSA41' OF DIAPHRAGM TO BE" APA RATED PLYWOOD SHEATHING OR__G}xs�`
OVER WOOD FTERS ® 24" O.C. PLYWOOD NED TO
TRUSSES AND RAFTERS WITH 8d�i�'- b.C. AT PANEL EDGES AND 8d
COMMON NAILS ® 12" O.C. AT
SUPF'��BETWEEN
TRUSSES .- J1 .DO AT PANEL JOINTS EXCEPT WHERE REQUIREIT T6�S ORT
Lk -PA EDGES AT RIDGE, HIP, AND VALLEY AREiS.
19• Attd *.QR�S.ILLLPLATE TO FOUNDATION WITH N' DIAMETER A307 ANCHOR _B9LTSr-ArT"`""a
4'-0" O.C. EMH1= TO CONCRETE SLAB (SEE )ETAIL, 8 PROVIDE (4)
BOLTS MINIMUM PER EACH _ e_ T WHEPF J5MfT4- OF VIA, SECMENT IS
LESS THAN 8'-0" BETWEEN WALL 0 R WALL POSTS PROVIDE
iE�DETAILS��
ORS CAST INTO TiE FO EDGE
DATION PLAN. SEE DETAIL S/S-4.1 FOR H
20. CONTRACTOR SHALL PROVIDE TEMPORARY ERECTION BRACING 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 EDTTOM CHORD OF ROOF TRUSSES
AND ALL PERMANENT BRACING NOTED ON PLANS ADD TRUSS SUPPLIER SHOP
DRAWINGS ARE CONNECTED IN PLACE.
21• ALL HORIZONTAL FRAMED LUMBER (HEADERS & BEA,4S) 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 SH\LL BE STRUCTURAL GRADE NO.
2KD SOUTHERN YELLOW PINE OR ANOTHER APPROVED SPECIES HAVING DESIGN
VALUES EQUAL TO NO. 2 KD SOUTHERN YELLOW PILE.
ALL EXTERIOR WALLS
ALL BEARING WALLS
ALL SHEAR WALLS
I HEREBY CERTIFY THAT THE STRUCTURAL PLANS SUBMITTED HEREWITI! ARE DESIGNED WITH THE STRUCTURAL
LOAD CARRYING ELEMENTS TO RESIST THE ANTICIPATED FORCES OF T;lE DESIGNATED SEISMIC ZONE IN WHICH
THE STRUCTURE IS LOCATED IN ACCORDANCE WITH ARKANSAS ACT 11JO, 1991.
REVISIONS:
No. ppDApTE REVISION
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PROJECT NAME:
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9
SHEET TITLE:
A16TES . I-AA/I1 A
PROJECT NUMBER;
D7-01-O'l
PROJECT DATE:
TUL`Y) Z,O6�
SHEET NUMBER:
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