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1. ALL DETA(LS, SECT(�NS AN� NOTES �H0YVN ON THE DR��|NC�
ARIE INTENDED TO BE TYPICAL AND SHALL APPLY TO S|kH|LAR
SITUATIONS ELSEWHERE' UNLESS NOTED OTHERWISE , NOTES
AND DETAILS ON DRAWINGS TAKE PRECEDENCE OVER ('�ENEHAL
NOTES AND DET4LS,
2. ALL WORKMANSHIP AND MATERIALS SHALL CONFQRM TO THE
REQUIREMENTS OF THE GOVERNING BUILDING COD[. O1 �BC\
J. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS
AT THE SITE AND SHALL REPORT ANY D|SCREPANC|E3 TO THE
ENGINEER. THE CONTRACT OR SHALL BE RESPONSIBLE FOR
COORD|NAT|UN OF ALL WORK AND MATERIALS |MCLVDiN(G THO6E
FURNISHED BY SUB --CONTRACTORS.
4� ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENT,�
OF THE WORKING DRAWINGS SHALL BE BROUGHT TO THE
ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH ANY OF
THE WORK INVOLVED.
�. THE CONTRACTOR SHA[L BE RESPONSIBLE FOR THE S4FF7Y !N
AND AROUND THE JORSITE A ADJACENT PROPERTIES.
B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR BRACING AND
SHORING OF ALL EXCAVATIONS, TEMPORARY AND EXISTING
STRUCTURES, AND PARTiALLY COMPLETED PORT|DN� OF THE
WORK TO ASSURE THE SAFETY OF ANY PERSON COWiWC |N
CONTACT WITH THE 'WORK.
7� ALL CONCRETE IS DESIGNED BY ULTIMATE 3TREN�TH DE�i�N
8REFER TO ARCH|TECTUAL 3PEC|FICA JiONS RE
APPLICABLE),FOR INFORMATION NOT COVERED BY THESE
GENERAL NOTES OR THE STRUCTURAL DRAW! NGS.
8. CONTINUOUS SPECIAL) INSPECTION SHALL MEAN
'INSPECTION DONE CONT|NUOUSLY BY A REGISTERED DEPUTY
INSPECTOR CURRENTLY LICENSED BY THE CITY AND APFROVEL;
BY THE ARCHITECT AND ENGINEER.
1O. THE CONTRACTOR SHALL BE RESPONSIBLE FOR, SAFETY IN AND
AROUND THE JOB SITE AND/OR ADJACENT PROPERT|ES
11. OB��R\A\T|0N� TO THE �|TE BY THE EN�|NEER SHALL NOT BE
CONSTRUED AS INSPECTION NOR APPROVAL OF CON�TRUCT|0N.
12, ALL WORK SHALL CONFORM TO THE 1887 EDITION OF THE
UNIFORM BU0|NG CODE. �/
2DO1 C.B.C')
13� IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FR0lv4
PL4NS, SECTIONS OR DETAILS ON THE STRUCTURAL DRAWINGS.
|4. SHOP DRAWINGS SHALL BE SUBMITTED TO THE BU|LD|Ng
DEPARTMENT, A�CH|TECT AND STRUCTURAL EN�|WEE� PR|OR T�
FABRICATION WITH SUFFICIENT TIME FOR REVIEW OF DESIGN
INTENT @WN!WUKJ OF 10 WORKING
15. FOR PROPER FIELD OBSERVATION BY THE STRUCTURAL
ENGINEER, THE STRUCTURAL ENGINEER SHALL DE MOT|F|ED OF
THE VARIOUS CONSTRUCTION �HA�E5,
7ALL WOOD CONS[RU��W �� PER UN|�J�BU|LD|NG C("E,
CHAPTER 23.
2. ALL STRUCTURAL LUMBER SHALL BE DOU�LA'-, R�-
LARCH. UNLESS NOTED OTHERWISE, AND CONF0RIM TO
'THE GRADING RULES OF THE WESTERN WOOD PRODUCTS
ASSOCIATION.
A) 2X LUMBER .. -...--..--..-.GRADE #2
B) 4X LUMBER. .... ............. ....... ... GRADE #2
C� 5X & LARGER BEAMS, PO�T�-.CRADE #?/13D� P51\
3. ALL SHEATHING SHALL BE STAMPED BY THE AMEH!CAN
PLYWOOD ASSOCIATION' (APA) AND SHALL f_-DNRJRW TO
THE U.S. PRODUCT _'STANDARD 'PS 1\ WITH EXTERIOR GL(}E
4. NAILING OF HOR|ZOWTAL AND VERTICAL DIAPHRAGMS
SHALL. BE INSPECTED AND APPROVED BY THE BU|LD|N�
DEPARTMENT PRIOR TO COVER|NG.
5. ALL NAILS IN TIMBER TO T|WBER CDNNECT|ON�
SHALL BE IN COMMON AND NAILING SHALL C0NFOR.M TO
THE APPLICABLE BUILDING CODE. ALL WA!LC ��NNECT|N�
PRE-KJANUFACTURRED METAL ITEMS / CONNECTORS,
HANGERS, STRAPS' ETC) TO TIMBER SHALL CONFOR!tall TO
iC.BD. REPORTS,
5, WHERE WOOD IS IN CONTACT y/[7H CONCRETE OR
MASONRY' USE PRE�SURE TREATED D8UCL4'S FIR LARCH
7 ALL BOLT HEADS AND NUTS VYH|CH BEAR AGAINST THE
FACE OF WOOD MEMBERS SHALL BE PROVIDED WITH
WA3HERS,
8� ALL PREKJANUFACTURED METAL ITEMS (CONNECTORS,
HANGERS, STRAPS.' ETC.) SHALL BE BY 3|KAPSON s,TRc'N�
TIE COMPANY, INC. OR EQUIVALENT 'SEE NOTE @ ABOVE
CONCERNING NA|L|NC\,
S. BOLT HOLES AT HOLUDOVYN3 SHALL NOT BE MORE THAN
1// l6" OVERSIZED AT THE HOLDOVYN TO PO-T
CONNECTION, |NSPECTDR TO VERIFY. (PEP BUiL�|NC
DEPARTMENT),
10. PREDRILL ALL HOLES FOR 20d AND LARGER NAILS,
SPIKES AND LAC BOLTS. LEAD HOLES FOR L4G3 SHALL
BE AS FQLLOVVS:
A\ SHANK PORT|ON - CAME DIAMETER ANC _EN-TH 4S
SHANK, `
B) THREADED PORTION - GO TO 75Y� OF THE Di�NETE�
FOR E= 1.800,009 P�Z|' Fb=2'600 PS!, Fv=285 P�{.
Fr=500 P3/ THREAD AND SAME LENC.'TH AS THREAD.
11. LAMINATED VENEER LUWBER /LVL\ MEI'VIBERS: SHALL BE
CONSTRUCTED' INSTALLED, AND MANUF4C7_URED ER
MANUFACTURERS S"PEC|FK-4T|�)NS AND |.C.8.O. ER 4079
(TRUSS JOIST MCM|LLAN OR EQUIVALENT. THE PRUPERTiE�
OF LAMINATED VENEER LUMBER (LVL' MEMBERS SHALL 8E:
E= 1.800.000 PSI, Fb= 2.600 PS|' Fv= 285 P5|. rn= 5D0 PS\
12BOLT HOLES AT HOLDOVVNS SHALL NOT BE MIO�E THAN
1/18" OVERSIZED AT THE HOLDDVVN TO, POST
CONNECTION. INSPECTOR TO VERIFY. /pER BL/|LD|NG
DEPARTMENT).
13. ALL HOLDOVVN CGNNECT/ONS SHALL BE RE-T!QHTENED
JUST PRIOR TO C0VER|1",IG THE WALL FR4W}N1(.'7,
_
TOE NA|L.-.....'.����-�'�
BR{|W� �3 JO|33, FOE��AIL EA(H END -_---.--------
1xG �UBFLOOR OR LE�3 TO EACH J0ST, FACE NA|L-----'
VV|�ER THAN I SzUR-FLOOR TO Ek JO|ST, FACE NA|L----
2, SUBFL��R �� JO|�T OR �|RDER, 8L|�D �ND FACE NAL-'-
OLE �LJTE �O �TUD. END N4|L-^--------------'
TDP rPLATE TD �TUD. END NAIL. -.111
r0 �DLE PLA�E--'-------_------------'
DOUBLE�TUD�. hACENA|L---.-------------..-'
DOUBLE 7D" PL�TE3' FACE �4|L.-----..._--..--...........
�ONT{NUOU�HEA�ER, TV/CPiEC�5----.----------.-
CE(LJN�JC/�T� RJ PL'TE'T0FNA|L.---_------.-.--..
C0NT!�.UOU� H���ER TO �TU�. TOFNAiL----....... -...............
CBL!H�iAP5 OVER R4RT|T0NS. FACE NA|L------
CBJ�� �O|3T3 TO PARALLEL RAFTERS, FACE NA|L--.'----
RAFTERT0 PLATETOENA|L........... ..............
--
l" �RACE T� EA�H �TLD ANL; PLATE' FACE NA|L-'.------
�. FE NA|�HE4H5NL
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THAN lv8 �HEATH|N� TT [A�H BEARING, FACE NA|L_''..
BJK]-UP RNBR 7� TLD5- .'-'---------~-----'
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l. FLOOR DIAPH. NAILING TO BE |N�PECTED PRIOR TD COVERING. F�CE w�V��p��
CR�H OF PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTr. -����N����J���r���^�n�" ��w��m���������it
� ��� ���~ ° ~~- ���� ��� �� , v ��~_PROJECT �40
2� PLYWOOD: MINIMUM 19/32~ CDX W/ PANEL SPAN RATING OFl����������`^�� T LAT`,?�11�������
3� PROY�E A�E� U� ��L|N� THROUQH0UT (TYPICAL, UXO!
4. PANEL EDGES OF THE FLOOR SHEATHING SHALL HA�E APPROVED TON�UE- �w��`�° ^`~''~�~----
AWD-�RO{VE JOINTS OR SHALL BE SUPP0RTED BY BLOCKING PER CBC '
TABLE 23-U-E-1. FOOTNOTE 4, ���M�y����� �[�l�����~^
DATE
ARFA NAILING
SCALE
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� m | /uu w*Lu AT o 0/4 4iE/ & 11u u u/� \r/ | ��#/|T | ���y�D����^.�~~ SHEET NO.
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