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GENERAL NOTES
2003 INTERNATIONAL BUILDING CODE
LOADS:
DL = 15 PSF
LL = 70 PSF
SEISAIIC ZONE 1
WIND LOAD 85 MPH, IXP 8, 3-SEC GUST �
1 . DO NOT SCAIF DRAWINGS. 9. CONTRACTOR SHALL ESTABl1SH A WRITTEN SCHEDULE OF 16. LOCATIONS OF UT1L1TlES REPRESENT THE BEST- co+nFlC�non
2. IF CRITICAL DIYENSIONS DO NOT APPFAR ON DRAWINGS, CONSTRUC110N AND REVIEW SAID SCHEDULE WfiH OWNER'S KNOWN LOCATIONS AT THE TIME OF PREPARATION OF - - ,+ �,�
NOTIFY ENGWEER. REPRESENTATNE FOR APPROVAL, PRIOR TO THE START OF DRAWINGS. THE CONTRACTOR Swu1 FlELo-LOCATE ALL � �� �
CONSTRUCTION. � ''
3. ALL DINENSIONS IOCATING EXTERIOR WALL SYSTEMS ARE UTIIJTIES IN ADWWCE OF D(CAVATION. RELOCATION Of - '
TO D(TERIOR FlNISHED FACE OR INTERIOR FlNISHED FACE 10. IT IS THE CONTRNCTOR'S SOLE RESPONSIBIl11Y TO U1ILITIES MAY OR AIAY NOT BE NEEDED /�FTER THEY ARE �5�� 9
UNLESS OTHERWISE NOTED. DE7ERUINE ERECTION PROCEDURE AND SEQUENCE TO INSURE D(POSED. ACTUAL RELOCAiION OF LINES WILL NOT BE � _ � ��t 31 �8�'
4. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND �E SAFk�Y OF THE BUILDING AND ITS COUPONENT PARTS TNE RESPONSIBILITY OF THE CONTRACTOR; BUT THE ,+ ��+Aq �G� f
DURING ERECTION. CONTRACTOR SHALL COOPERATE WITH UTILITY COMPANIES "' �
DIMENSIONS AT THE JOBSITE PRIOR TO CO�AMENCING WORK. � '�,��'~ .>3
CONTRACTOR SHALL IAIMEDIATELY REPORT ALL DISCREPANCIES 11 . CONTRACTOR SHALL REAIOVE ALL EOUIPIAENT, UNUSED TO COORDINATE THE RELOCATION EFFORT. L1NES NOT '�i tA fl; '
OR DE�MTIONS IN THE DRAWINGS AND D(ISTING CONDITIONS ��RIAL, AND DEBRIS FRON THE PREMISES AND LEAVE RELOCATED SHALL BE PROTECTED BY THE CONTRACTOR IN ��'�. � .� ',
TO THE OWNER'S REPRESENTATIVE PRIOR TO COAIUENCING THE SITE IN A NEAT AND CLEAN CONDITION. PLACE. NO ADDITIONAL PAYAIENT WILL BE ALLOWED FOR
WORK. 12. THE OWNER SHALL REfAIN RIGHT TO APPROVE OR REJECT THE AIINOR AD,IUSTMENT OF STRUCTURES IN ORDER TO N ��„ �, m
5. ALL DEfNLS AND SECTIONS SNOWN ON THE DRAWINGS ARE Nl WORK PERFORIAED. CLFAR A CONFUCTING UT1LfTY. CONTACT UTILIlY
INTENDED TO BE TfPICAL AND ShWl BE CONSTRUED TO 13. THESE CONSTRUCTION DOCUMENTS, AS INSTRUMENTS OF COMPANIES 48 HOURS IN ADV/WCE WHEN WORKING o ° � w
APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE SEftVICE, ARE THE PROPERIY OF THE ENGINEER AND hWY ADJACENT TO THE UTILITY. � � � a
WORK D(CEPT WHERE A DIFFERENT DETAIL IS SHOWN. NOT BE USED OR REPRODUCED WITHOUT IXPRESSED WRITiEN BURIED UTIIJTIES AND CABLE 1 -800-922-1987 � � � o
CONSENT OF THE ENGINEER. 17. TE1APORARY SHORING OF STRUCiURAL ELEMENTS SHALL � "' `�
6. IT IS iHE INTENT OF THE ENGINEER THAT THIS WORK BE � 4. CONSTRUCTION OBSERVATIONS: If THE PROfESSIONAL BE THE RESPONSIBILIiY OF THE CONTRACTOR AND SFWl
IN CONFORAUWCE WITH ALL REpUIREMENTS OF iHE SERVICES OF THE ENGINEER DO NOT DCTEND TO THE BE PROVIDED DURING CONSTRUCTION. �/
BUILDING AUTHORITIES HAVING JURISDICTION OVER THIS BIDDING PHASE, CONTRACT ADMINISTRATION, AND THE 18. SHOP DRAWtNG AND EQUIPMENT CUTS
iYPE OF CONSTRUCTION AND OCCUPANCY. ALL fTEIAS Of EACH TRADE SHALL SUBMIT SHOP DRAWING OR EQUIPMENT
WORK SHALL BE ACCOMPl15HED IN A WORKMANLIKE MANNER, SITE 08SERVATION OF THE CONTRACTOR'S WORK OR CUTS TO OWNER FOR APPROVAL PRIOR TO COMAIENCING � � � � o m �
AND IN ACCORDANCE WIiH BEST MODERN CONSTRUCTION PERFORMANCE, 1HEN BY THE ACCEPTANCE OF THESE
PRACTICE. ALL AIATERWS, EQUIPAIENT, AND WORK SHALI. DRAWINGS AND SPECIFlCATIONS, IT IS AGREED TIiAT THE WORK. � �
COMPLY WITH ALL CURRENTLY APPROVED OR ACCEPiED OWNER WILL DEFEND, INDEMNIFY, AND HOLD HARAILESS 19. SCHEDULES D � ��q, m � � U
PROVISIONS OF APPLICABLE CODES AND STANDARDS, AND �E ENGINEER FR01� ANY CWM OR SUIT WHATSOEVER, IT IS THE RESPONSIBILIIY OF EACH TRADE TO REVIEW 'cp �" � � � z
ALL FEDERAL, STATE, COUNn, AND MUNICIPAL CODES INCLUDING, BUT NOT Ll1�ITED T0, ALL PAYMENTS, AND FOLLOW CONSTRUCTION SCHEDULES. IF AdATER1AL CAN � � °w ° w 0
IAWS, AND ORDINANCES. SUCH CODES, STANDARDS, LAWS aPENSES OR COSTS INVOLVED, ARISING FROM OR NOT REACH THE SfTE ON TiME, THE OWNER SHALL BE 0 v�i N a j
AND ORDINANCES SHAIl. UNLESS OTHERWISE MUTUALLY �GED TO HAVE RISEN FROM THE CONTRACTOR'S NOTIFIED 14 DAYS PRIOR TO DELAYED DELNERY FOR � �' �!' w
AGREED UPON, BE THOSE THAT WERE IN EFFECT ON THE PERFORMANCE OR THE FAILURE OF THE CONTRACTOR'S WORK POSSIBLE CHANGES TO MATERIAL T}1AT CAN BE USED � � �
DATE OF THE BID OPENING. TO CONFORI� TO THE DESIGN INTENT AND THE CONTRACT WITHOUT ALTERING SCHEDULE. t3 �"
7. ALL DAMAGES TO INJDSCAPING, UT1lJT1ES, OR OTHER DOCUTAENTS. THE ENGINEER AGREES TO BE RESPONSIBLE �'^- �
IXISTING STRUCTURES AS A RESULT OF CONSiRUCTION FOR HiS/HER OWN OR HIS/HER EMPLOYEE(S) NEGLIGEM �
SHALL BE RESTORED TO ORIGINAL CONDITION EXCEPT ��� ERRORS OR OAIISSIONS. o
WHERE AIODIFlCATIONS ARE NOlED. 15. ALL TRADES SHALL INSPECT SITE AND FAMIW�RIZE c� m a Z
8. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY mEA1SELVES WITH THE PLANS AND SPECIFlCATIONS. IF
BUILDING PERMITS. COPIES SHALL BE FORWARDED TO THERE ARE DISCREPANCIES IN PLANS AND SPECIFICATIONS .ioe No.: 04223. 227
OWNERS REPRESENTATIVE PRIOR TO START OF OR UPON SITE INSPECTION, THE OWNER AND ENGINEER ore�wr+: VGN
CONSTRUCTION. SHALL BE NOTIFlED IMIAEDIATELY. IF NOT FlLED WITHIN
A TEN DAY PERIOD IN WRITING, NO IXTRA COSTS WILL BE �+E�� SB
CONSIDERED OR APPROVED BY OWNER. ALL DIMENSIONS �a+�� VGN
is�E o��: 4 6 05
SHOULD BE VERIFlED. �
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r -' EPD4 OR NEOPRENE WAS'FIFRS
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fR011 TOP EDGE OF ROOF SNEAiF1NG w� ROOF SHEATWNG
�oe Ha.: 04223.227
GURER BRACKEf 18' O.C.. �(X1RED W/ oruw� VGN
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DOUBLE PIISS OF 11 WATVIJNAL FOOT AND 18� UP 1HE WALL � o�h: 4�g�p5
M�AT 1RAqNG IN GUIIFRS AND DOWNSPOUfS srauF: VARIES
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3/16 EDIfION �NAl10NAL DE�GM SPECIFlCAl10N FOR VISUAL-GRADED LUYBER AND li$ J �
�� F A�ALL JOIS15. BEAIAS, COLUYNS AN�D H�EADERS SHALL BE GRADED 'N0. 2' OR BE11Qt. _
B. ALL 2X4 AND 2X6 WAI.L SR1DS AND PIATES SHN.L BE GRADFD 'SiUD'. \ � O
3/16 BACK GOUGE C. ALL WALL SR1DS AND PLAIES URGER iWW 2X4 SIUILL BE GRADED 'SfUD'. /
D. ALL BLOq(ING AND BRIDGING IANY BE GWIDED �NO 2' oR 'NO 3'. FRAMING NOTES (UNO� — U
T5 4x2x3/16• i� i . JOIST FWrGERS. BEAI�I FIAWGFRS. TRUSS WWGERS, FRAMING CL1PS, ETC. TO BE � � J
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3/16 � B REDWOOD OR PRESSURE iREAiED PER UNIFOR�I BUILDING CODE. MIWUFACiURED BY SIMPSON STRONG ilE CO.. INC. INSTALL PQt I�IWUFACiURER v J Q
2. PR0IADE 1X4 CROSS BRIDGING NOT OYER 8'-0 ON CENfFR FOR All WOOD JOISIS
SPEqFlCAiIONS. �
i5 2.5x2.5z3/16� 2. SfRUCiURAL LUIrIBER DfPOSm TO WEAiHER SFWl 8E PRESSURE iREAiED OR AUWUALLY ' 1 ,
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15 4x4x1/4 3. ENGINEERm LUTABER PRODUCiS h10 `J
SINPSON W�PAN1'. CONNECTORS BY OiHER I�WUFACTURERS AIAY BE USED IF 1HEY ARE ISTS. LVI-. q.U�JW. IRUSSES. EfC) TO BE INSTALLED O W Q
3/16 ICBO APPRONFD AND THOR LOAD CAPACIIY IS EQUNL TO OR 6RFAlER iWW iHE PER IAANUFACiURER SPEqFlCATIONS.
NEW SLOPED TOPPWG , CONNECTOR SPEqFlED. USE WWUFACIURER'S FURNISFIm W11LS AND 80LTS. � U 0
SEE DEfAIBENT PIA i E. 4. F A S T E N A LL W O O D w 1 E E l Y 1 1 B E R 5 W I i H C O M M O N N A I L S 1 1 C C O R D ING T O i H E U N I F O R N STRUCTURAL SiEEL � � }
- • -: , :::.- . .. . • - . - ` .,.: - BUILDING CODE SCHmULE UNLESS OiHERWISE NOTED. Q J
- 5. L/WINATED BF/1NS ALL W-SECi�NS SW1LL BE ASiM A992 (FY=50.65 KSI). SiRUC1URAL SiEEL OTHFR iIUW W-SECiIONS SHN.L BE m Q
DOUBLE FRONf CJNIfIIf.VERED LVL ON DEq( IYPES: A ALL UWINATED YEIABERS SW1LL BE FABRICAiED MIITH LUMBER OF ONE OF 1HE ASTA1 A36 (FY=36 KSI). ALL PlPE SfEEL SHA1L BE A5f�1 A501 (FY=36 KSt) OR ASfAI A53. IYPE E OR S. GRADE � �
FOLLOMANG SPEqES: WEST CQAST DOU(�AS FlR. NIESTERN lAR(:H OR SOUiHERN PINE B (FY=35 KSI). ALL IUBE SiEEL SFiALL BE AS11A A500 (fY=46 KSI). ALL BOLTS SHALL BE ASiIA Ai25. UNLFSS J
CUf BAqC IXISIING TOPPING 6' IYP. O7 12 13 15 16 17 O 24 O IN A '24-F' COIrIBINAiION. NOiED OIHERWISE. ALL CONSiRUCiION PER LAIEST AISC WWDBOOK. ALL D(PIWSION AND EPDXY BOLTS TO J
HAVE I.C.B.O. RA71NG FOR IAAlERU4L INTO WHICH INSTM1AilON TAKES PIACE ALL REFERENCE TO HF/1Dm STUDS Q a
B. Wi11NAiED YEMIBERS SFIALL BE DEfAILED AND FABRICATED IN ACWRQAMCE WI1H SHN.L BE HIGH STRENGiH HEADED STU�. ATTACHAIENf OF HEADED SND$ SFIALL COWFORY TO ALL �
4x4x3/8' SLOTfED WASHER � _ -= RffERENCE SHEEfS A-3 THROUGH A-8 THE STIWDARD SPECIFlCAiIONS FOR iHE DESIGM AND FABRH',AiION OF SiRUCiURAL REWIREAIENIS OF THE IATESf EDI110N OF iHE �REWUMENDED PNACiICES FOR SiUD WELDING� IWD iHE �
GLUED WIINA7ED LUYBER. PUBL�HED BY TFIE AITC IWD iF1E APPROPRUUE LU4BER l�
5/8'� Ili25N 1HROUGH BOLT PRODUCERS' ASSOqAiION. 'S7RUCIURAL WELDING (�DE� PU�JSHED BY AMIS. ALL BOL1S, ANCF�R BOLi3. D(PANSION BOUS. ETC. SW1LL Cfl
(4) 5/8'� A325N 1HROUGH BOLTS C. ALLONfABIE UNfT STRESSES REQUIRED Fat DRY CONDIfIONS OF USE fOR BE INSTALLm AT SLOTiED HOLE.S IN SfEEL SECiIONS. ALL HIGH SIRENGiH BOL7ING SHALL � INSPECTED B1f �
(2) 1 3/4'x14' LVL ATTACFIm TO C06181NA110N 24-f UWINAiED AIEMBERS ARE AS FOLLOWS: AN INDEPENDINf iES11NG IABORATORY. ALL WELDING SFIALL BE PERFORYm BY NIELDFRS HOLDING VALID
IXISiWG 1YYIN lEE W/ (2) 5✓8'f A. BENDING...........••••••_•........._••••••....................2400 PSI CERTIFICATES SHML iHOSE ISSUED PERIENCE IACCEPim iESiING AGQJ� WELDING DONE 8Y � SERIES
� RAILING DETAIL sra�ss srm H�n Hrr �r��o B. iEN510N PARALLEL TO GRAIN.........................1600 PSI
MICHORS AT EACH iEE LO.C.AiION C. COMPRESSION PARALLEL TO GRAIN................1500 P51 LOW MfDROGEN RODS UNLESS NOTED OTHERIMISE. FOR GRADE 60 REINFORqNG BNZS. USE E90 SERIES. ALL
� �-� �-0� D. HORIZONTAL SHEAR....................... . .. .......165 PSI MIELDING PER UiEST IWERIGW MIELDING SO(aaElY STANDARDS. DfCEPf BEIWWEEN SHOP ANO FlELD MIFIDS: 7HE
MIN. 6' DABEDIIENf. IYP. ... . ... CONiRACTOR 11AY SFIOP WF].D OR FlELD WF1D AT HIS DISCRETION. SHOP YYELDS AND FlELD NIELDS SFIALL BE
E COMPRESSION PERPOdDICUUR TO GRAIN••__.450 PSI(IENSION FAC� SFiOMM ON 1HE SHOP DRANANGS SUBIAf11ED FOR REVIEW. ALL FULL (COAtPLEIE) PENEiRATION WELDS SFiALL BE
F. COMPRESSION PERPENDICULAR TO GRAIN.......385 PSI (COYPRFSSION FAC� rEStEO �wo c�nFlm er aN n+o�r�oFxr �c u�eoruro�r
r - - -- - - ---- -- - -- - - - - -- - - - - - - � D. UWINAiED MEMBERS SHALL BE BUILT UP USING 2' NOdINAL IiAlERW..
� OUILNrE OF D(RING RAILING SYSiEM iHAT IS TO BE ; E UWINATED AIEUBER SIZES SHOWN ARE NEf; OiHER ME618ER �ZES ARE NOIAINAL.
f R�A04ED. ILLL COIAPONFNIS OF iF1E RNLING ARE TO BE ;
� RFl10Vm INCLUDIt� THE TUBE S1EEt. SUPPURTS MIELDEO TO �
; iHE iWIN 7FE SiRUCiURE. RFY4VE WALL SHF/QHING TO
' INSfALL NEW BACIQNG AND REPIACE SHEAiFYNG BEFORE % i i FXISTING 1NAN TEE i �
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