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3 .X 1 PLEVATION SYMBOLS EMER EMERfENGY REQD REG�JIRED REQUIREMENTS ADOPTED �°� THE VERNI IGIPALITY � OTHER AUTHORITY HAYING �
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FD FLOOR DRAIN ��TL STAINLE5�5TEEL -
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HDR HEADER T5L TpP OF 5T_EL DATA,AND THESE DO�UMENT�. REMBVE EXISTIN� G L� T.I TITL �HEET-CENE ,4L NOTES C OPYRIGHT
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1. GOVERNING BUILDING CODE: IBC 20Q9 4. STRUCTURAL STA6ILITY DURING CONSTRUCTION � _ • _ » '
F. 6RIDGING. BRIDGE 6ETWEEN JOISTS (R RAFTERS WHERE N0�IINAL DEPTH Ie ALL TIMABER CONNECTORS SHALL BE STRONG TIE CONNECTORS AS
TO- THICKNESS RATIO EXCEEDS 5 WITF BEVEL-CUT DQUBLE- CROSSED WOOD �IANUFACTURED 8Y THE SIl�PSON STRONG-TIE CONNECTOR COI�PANY. FOLLOW "
2 I.IVE LOADS USED IN DESIGN A. THE STRUCTURAL DRAWINGS ILLUSTRATE THE COMPLETED STRUCTURE WITH �RACING, OR VdITH SOLID BRIDGING 2" THICK BY DEPTH OF JOIST. END SUPPLIER� S INSTALLATION REGOI�I�ENDATIONS. �
ALL ELEMENTS I N THE I R F I NAL POS I T I ONS, PROPERLY SUPPORTED AND NA I L SOL I D BRI DG I N� TO JOI STS; NA L BOTH ENDS OF CROSS-BR I DG I NG. I I I
A. WIND PRESSURE PER IBC 2009 6RACED. SPACE �RIDGING AS REQUIRED 9Y CQDE PROVIDE SOLID BLOCKING Jo DECKING: `"�""'
1. BASIC WINa SPEED (3 SEG GUST). e . . . . . . . . . . . . .. . . . 90 I�PH 6ETWEEN JOISTS AND RAFTERS �T SUPFORTS. 1. DECKING SHALL BE TONGUE AND GROOVE �IADE FROM� SOLID TI�IBER OR
) �
2. WIND EXPOSURE CATEGORY. . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . C B. THE CO�TR�CTOR SH�LL EE RESPONSIBLE FOR ALL CONSTRUCTION MEANS GLUED LA�IINATED TIMBER. INSTALLATION SHALL 8E CONTROLLED
3. WIND DIRECTIONALITY FACTOR, Kd. . . . . . . . . . . . . „ . . . . . . 0. 85 AND �RETHODS. G. STUD WALLS: R�ND01� LAYUP. CONNECTIONS AND INSTALLATION PROCEDURES SHALL ��.
4. WIND TOPOGRAPHIC FACTOR, Kzf.. . .. . . . . . . . . . . . .. . . . .. . . 1. 0 , 1. FRAi�E STUD WALLS WITH 2X STU6 � 16" ON CENTER AS CAL D _ _
) �E FOR 6E PER AITC 112, STANDARD FOR TONGUE AND GROOVE HEAVY .`�'!"
5. WIND I�IPORTANCE FACTOR, Iw. . . . . . . . . . . . . . . . . .. . . . . . . 1. 0 C. THE CONTRACTOR, IN THE PROPER SEQUENCE, SHALL PROVIDE PROPER QN THE DRAWINGS. TIMBER ROOF DECKING. MAXIMU�I MOISTURE CONTENT FOR 2"
SHORING �,ND BRACING AS MAY BE REQUIRED DURING CONSTRUCTION TO 2. PRQVIDE A MINIM�UM OF 3 STUDSAT CORNERS. DECKING SHALL BE 15X, ANd FOR 3 AND 4 INCH DECKING 19X.
' B. ROOF ACHIEVE THE FINAL CO�IPLETED STRUCTURE.`` 3. SHI�i FOR BEARING ON CONCR T
� E E SUBSTRATES. GROUT WITH 1: 3 I'°
, , 1. GROUND SNOW LOAD, Pg. . . . . . . . . . . . . . . . . . . . . . . .. . . 143 PSF PORTLAND CE�IENT-SAND GROUT FC� FULL BEARING K. LAG SCREWS:
� 2. SN4W EXPOSURE FACTQR, Ce. . . . . . . . . . . . . . . . . . . .. . . . . . . 1. 0 D. THE CONTRACTQR SNALL BE RESPONSI6LE FOR ALL SITE SAFETY ISSUES AS 4> W ER _
) H E MULTIPLE TOP PLATES ARE CALLED FOR IN THE CONTRACT 1. CONF4R�i TO ANSI jASi�E STANDARD 818. 2. 1 1981.
3. SNOW THERMAL FACTOR, Ct. . . . . . . . . . . . . . . . . . . . .. . . . . . .. 1. 0 f�ANDATED �Y FERERA�, STATE AND LOCAL �AWS AND REGULATIONS. THE DOCU�IENTS, STAGGER SPLICES AN FACE NAIL PLATES TOGETHER. 2. C A
� LE RANCE HOLE FOR SHANK SHALL HAVE THE SA�IE DIAMETER AS THE
4. SNOW I�IPORTANCE FACTOR, Is. . . . . . . . . . . . . . . . . ., . . . . . . 1. 0 CONTRACTOR SHAL� El�PLOY A ?COMPETENT PERSON? AS DEFINED IN OSHA 5. ) PROVIDE STUDS AT OPENING JAI�6 AS FOLLOWS: SHANK AND THE SAME DEPTH 0
F PENETRATION AS THE LENGTH OF
5. I�INIi�UTA FLAT ROOF SNOW LOAD, Pf. . . 100 PSF (NOT REDUCED) REGULATIQNS TO IDENTdFY SAFETY ISSUES. THE CQNTRACTOR SHALL �. 2 STUDS AT OPENINGS LES� THAN 5' -0" WIDE UNTHREADED SHANK.
� EMPLOY A ?QUALIFIED PEftSON? AS DEFINED IN OSHA REGULATIONS TO b. 3 STUDS AT OPENIN6S EETI�EN 5' -0" AND 8' -0" WIDE ' 3. EAD 0
" C. EXIT STAIRS. . . . . . . . . . . . . . . . . . . . . . . . . . . . ) L H LE FOR THREADED PORTION SHALL HAVE A DIAI�ETER EQUAL
. . . . . . . . . .. . . 100 PSF SPECIFY THE RESOLUTION OF SAFETY ISSUES. c. 4 STUDS f�INI�1UMl AT 4PENIVGS GREATER THAN 8' -0" WIDE T4 70X OF DIA�IETER OF UNTHREADED SHANK.
. � 6. �E�R QPENING HEADERS ON h�ULTPLE JAl�B STUDS AS FOLLOWS: 4. THREADED PORTION OF LA SC '
� � � �� ) G REW SHALI. 8E INSERTED INTO LEAD �� ����
' 3. DISCOVERY AND FIELD VERIFICATION 5. TIUBER �. 1 STUD AT OPENINGS LESS �HAN 8 -0 WIDE , HOLE BY TURNING WITH A WRENCH NOT BY DRIVING WITH A HAi�I�ER. ��.e•• •�� 3'
� b. � _ �� � �'.• �, � •.,,A
2 STUDS �IINI�IUt� �T OPENIVGS GREATER THAN 8 0 WIDE 5. USE SOAP OR OTHER �UBRICANT ON �AG SCREW OR IN LEAD HOLE TO �• � . o�
A, DURING CONSTRUCTION THE CONTRACTO �IA � ��� � :
, R Y ENCOUNTEFEXISTING A. ALL TIf�6ER PR4DUCTS SHALL BE IN ACCORDANCE WITH THE NATIONAL 7. � REFER TQ QRAWINGS FOR SPECIALSTUD CONDITIONS FACILITATE INSERTION AND PREVENT DA�IAGE TO LAG SCREW. •� � •�
COND I T I ONS WH I CH ARE NOT NOW KNOWN OR ARE AT VAR ANCE WI TH FOREST PRODUCTS ASSOC I AT I ON, NAT I ONAL DES I GN SPEC I F I CAT I ON �����'�' �i o
� . � �3�7� �,o
' ' PROJECT DOCUi�ENTATION (DISCOVERY). SUCH CONDITINS MAY INTERFERE ' LATEST EDITIONa H. SMEATHING:
� WITH NEW CONSTRUCTION 4R REQUIRE PROTECTION AND/C� SUPPORT OF lo CONFOR�i TO A�IERIC '� ��"�" :�
EXISTING WQRK DURING C ) AN PLYWOOD /bSOCIATION (APA) DESIGN °aa �J�
ONSTRUCTION, OR MAY CONSISIOF DAl�AGE OR B. ALL LUM6ER SHALL BE VISUALLY GRADEQ AND HAVE A MAXIMUM MOISTURE SPECIFICATION, L.ATEST EDITIOIr SHEATHING SHALL BE .4,em0o�a•°
�
DETERIORATION TO STRUCTURAL MATERIALS OR COMPONE�TS WHICH COULD CONTENT OF 19�. C4NTINUOUS OVER THREE ADJACEK SPANS �IINII�U�I. �����
I - JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE BUILD]VG. 2. ) FLOOR SHEATHING: 3 4" THICK �NGUE AND GROOVE APA RATEQ �-
( C. FRAMING I.U�IBER SHALL BE DOUGLAS FIR-LARCH IN THE FOLLOWING .GRADES: SHEATMING 32 i6 EXPOSURE 1. NAIC TO SUPPORTS WITH lOd @
�
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B. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ALL QSCOVERIES HE 1. GENERAL FRA�AING; STANDARD AND BETTER OR STUD. INCHE� 0. C. AT ALL PANEL ED�S AND lOd A 10 INCHES 0. C. AT
' BELIEVES I�AY INTERFERE WITH PROPER EXECUTION OF 1�E WORK OR 2. STUDS: STUD OR 6ETTER INTERIOR OF PANEL. GLUE FLO
�9 �� 0� SHEATHING TQ SUPPORTS WITH ����..Wr_�..,�
JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE BUILDIVG PRIOR TO 3. FLQOR JOISTS AND ROOF RAFTERS: N0. 2 OR BETTER. TITE-60ND OR APPROYED EQUI/ALENT . CONSTRUCTION ADHESIVE j� � �- `/�
PROCEEDING WITH WORK RELATED TO SUCH DISCOVERIES, 4. �EA�S, STRINGERS, POSTS AND TIMBERS: N0. 2 OR BETTER. SHAL.L I�EET APA AFG-Q1. � � �`' � � �`� �
V� ISSUEd FOR. PER�IIT SET
3. � ROOF SHE�THING: 1 2" THICK AI� RATED SHEATHING 32 16
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C. THE STRUCTURAL DOCUf�ENTS i�AY SPECIFY DIl�ENSIONS, :LEVATIONS AND D. ALL MULTIPLE I�Ei�BER HEADERS, BEA�IS ANQ POSTS MADE FROM FRAI�ING EXPOSURE 1. NAIL T0 SUP T ���° � � ���j ��� 6/29/10
POR S WITH Sd @ 6 INCHES 0. C. AT JOB N0. 11051,0
CONSTRUCTION CONDITIONS TO BE FIELD VERIFIED. TF GENERAL �U1�8ER SHALL 6E NAILED TOGETHER TO FORI� A SINGLE, CO�IPOSITE UNIT ALL PANEL EDGES AND 8d @ 12 IJCHES O. C. AT INTERIOR OF '
C4NTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFI�TION OF ALL USING NO LESS TH�N TWQ RQWS OF 16d AT 12" O. C. PANELo ` SHEEfTfTIE ,
SPECIFIED CONDITIONS PRIOR T0 PROCEEDING WITH THE CONSTRUCTION OR 4. WALL SHEATNING: 1 2" THICK A'A RATED SHE THING P �H� � �� �°�l� �
) / n , EX OSURE 1. �� PLANS � DETAIL8 ;
FABRICATION OF ANY STRUCTURAL COf�PONENTS RELATED �0 SUCH E. CO�IPLY WITH f�INI�IUt� STANDARDS FOR FRAMING CONNECTIONS AS SET ORTENT PANELS WITH FACE GRAIN PARALLEL TO WALL STUDS. NAI�
CONDITIONS. TNIS FIELQ VERIFICATION SHAL� BE MA� IN A TIMELY FQRTFi IN IBC T�BLE N0. 23Q4. 9. 1 AND AS DETAILED. TO SUPPORTS WITH �d � 6 INCH� 0. C. AT ALL PANEL EDGES AND SHEET N0.
I�ANNER SO AS TO CAUSE NO DELAYS IN EXECUTION OF 1�E WORK. �d � 12 INCHE� 0. G AT INTERI)R OF PANEL.
5. } REF�R TO DRAWINGS FOR SPECIAL SHEATHING OR NAILING
REQUIREMENTS. � � �
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