DIR-2011-27b CITY OF CUPERTINO
10300 Torre Avenue, Cupertino, California 95014 (408) 777-3308
To: Mayor and City Council Members
Chairperson and Planning Cominissioners
From: Aarti Shrivastava, Director of Community Developmeni'P''�
Prepared by: George Schroeder, Assistant Planner
Date: September 9, 2011
Subject: Director's Minor Modification, DIR-2011-27, to allow the conversion of an existing
attic space to closet space with skylight and window enhancements at an existing
single-family residence in the Planned Development R1C zone at 20277 Northbrook
Square.
Chapter 19.132 of the Cupertino Municipal Code allows for administrative
approval of minor changes in a project. The Director reports his decision to the
City Council and Planning Commission in time to allow an appeal of the
decision within fourteen calendar days.
DISCUSSION
The applicant is requesting a modification of a previously approved Use Permit (2-U-72) to
convert approximately 280 square feet of existing attic space to closet space and the associated
minor exterior modifications to an existing single-family townhome at the Northpoint HOA. In
accordance with the Zoning Ordinance, any minor changes to a previously approved Use
Permit must be approved with a Director's Minor Modification.
The converted attic space is not considered a habitable bedroom space per the Zoning
Ordinance (Chapter 19.08) given the fact that the ceiling height is limited to 6-feet, 1-inches. A
condition has been included as part of this approval requiring the owner to record a covenant
restricting the use of the area to an attic closet space only.
The project also proposes the addition of four (4) skylights, two (2) sun tunnels, and one exterior
fixed window in the converted attic space. Staff supports the proposed modifications because
they conform to the previously approved Use Permit (see Attachment 1) and that the
modifications are contained within the existing footprint of the residence. In addition, the
Northpoint Homeowners Association approved the proposed modifications on August 17, 2011
(see Attachment 2).
ACTION
The Director of Community Development deems the modification minor and approves the
addition with the following conditions of approval:
DIR-2011-27
20277 Northbrook Square Page 2
1. APPROVED EXHIBITS
Approval is based on exhibits titled: "Suman Sundaresh, 20277 Northbrook Sq, Cupertino,
CA 95014;' prepared by Richard Haro Drafting and Planning, Inc., dated July 5, 2011 and
consisting of six (6) sheets labeled 1, 2, 3, 4, D1, and SD1; except as may be amended by the
conditions contained in this resolution.
2. CONSULTATION WITH OTHER DEPARTMENTS
The applicant is responsible to consult with other departments and/or agencies with regard
to the proposed project for additional conditions and requirements. Any misrepresentation
of any submitted data may invalidate an approval by the Community Development
Department.
3. ATTIC CONVERSION COVENANT
The owner shall record a covenant that states that the converted attic shall not be used as a
bedroom, and that no plumbing facilities shall be added to the area. The precise language
will be subject to approval by the Director of Community Development. Proof of
recordation must be submitted to the Community Development Department prior to final
occupancy of the residence.
4. NOTICE OF FEES, DEDICATIONS, RESERVATIONS OR OTHER EXACTIONS
The Conditions of Project Approval set forth herein may include certain fees, dedication
requirements, reservation requirements, and other exactions. Pursuant to Government
Code Section 66020(d) (1), these Conditions constitute written notice of a statement of the
amount of such fees, and a description of the dedications, reservations, and other exactions.
You are hereby further notified that the 90-day approval period in which you may protest
these fees, dedications, reservations, and other exactions, pursuant to Government Code
Section 66020(a), has begun. If you fail to file a protest within this 90-day period complying
with all of the requirements of Section 66020, you will be legally barred from later
challenging such exactions.
This approval of the modification is effective September 9, 2011. The fourteen calendar day
appeal period will expire on September 23, 2010.
Enclosures:
Attachment 1: 2-U-72
Attachment 2: Northpoint Homeowners Association Letter
Plan Set
G: � Planning � PDREPORT � DlRreports \ 2011 � DIR-2011-27.docx
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REC�DI�l��3�G �'1iE �".�'Ptt#��T�, t?F A US� ��RMIT TQ AL3.dW
fiNE +�$�STRUCTTt}N 4F' �'i,tQ HUN�RED Al�� �i.TRTEEN (2I.3)
�tE3�D1�tTIAI. S�N+GI,.E-FA�4TLY UI�TITS WITHIN' A P '
(FLANNED TfEVELOPMENT) ZO�iF,
AP'PLTCANT; ,Ditz-Cran�-
ADTlRES�: 22'�5 'I�e I.� Cruz �oulevard, 5an�a Clara, Califorr',� 9SOSQ
SUBMITTED: F�b�cuary 22, 1972
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I�araeste�c� Rc�ad and Blue Jay �rri.ve
ZC1I3�: P tl'��nned Develapment)
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C£?2�DiT�O�iS AND �',�ER FI�tD�NGS :
�'�
1. Th� �t��c�it#���� s,�t fa�rth in �`lanning' Commission ResoJ:u�i,on No.
92$„ sti`a�.� a�p],Y ta �h� extent that the� da nat cgn£iict with
� � t3��.�,c�nd�,ti�r�� _�num�r�t�3 �e�r.�in. � I�a�� k�� ,�vEnt� a c:o.:f3i.ct � � �
dves e�cist, �h+e c�n�iitions enumerat�d herei� shall apply.
2. Tae t�. number o� dwelling units stiall not ex�eed two
hundr��.; �n�l �h�.rte�z� {213) ; A revised �lan shal.� be sub-
a�it�ed' to th� Plsmn3.�ag Direcxar ref�.�cting �he,og�n s�ace
' rel.at�.Q�ship� �xpre�sed in the dev�lapment p2an apgrove�. as
� a� ��c�nii�.�i��ri af �c��i�ig appzQ�al. � �
�• �`�e �pp�.�.�a�aL shall . subm.�t a pl�n �o th� Arc.t�i��etural and .
���+� �p��ov�l Comm�.tt��� which g�a�vides far tl�e st�ra�e uf '
� � � � ��g�i�t�i�g�. co�t,�a�i�e�s ,�� �� � � � � � � � � � � �
°'�, ` 4• ��ilc��ng `p�t^��t�. sha�l nut b� issued un
, til � cc�plete�
c:�:u��t,er {cons�.�ting, r,f apProximaC�:ly 33 units) in phase one
{uni�s ap�raved by tise Per�it 26-U-7i} is e`�a�.uater� by the
�l�nni.n� Go�nrn�.���,on.
z'�.�SET3 At�D l�DQPT� thi,s �;Ch d�}� of �iarch, 1971, at a re�ular t��+�c�.n� c�f
:.�:e '?lanni�g t'�mraissi�� af �.he Cir}� of Cupc;r�ii�:o, Stat� o.� �� �i�t�rni�,
by i:��� � ollo�s�n� ral:.t ca.�l v��e:
�`iES: Cauar�i�siQn�rs ll3.r�hon, Pu����, �t�yers
NAYS : l�c►ne
�1.�SEY�T; Com�tissiener� Be2ttxen��tt�, t7`Ke+��c�
A"�'T�S�' : APP�t4V�U :
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J�rnc�, li. �isk . Rc�hert W. '.�icye�jzair�an
P1ar�nin� Di,rec Cbt �' l�►n�Y3.n�, Cc�rnm� ss ion
17-Z-71
" RESOLUTION N0. 928
OF THE PLANNING COMMISSION OF THE CITY OF CUPERTINO
RECOMMENDING THE GRANTING OF A REZONING of approximately
37.45 acres from R3C-2.2 (Multiple-family Residential
Cluster) to P(Planned Development) with R1C (Single-
family Residential Cluster) use inteaded.
APPLICANT: Ditz-Crane
ADDRESS: 2295 De La Cruz Boulevard, Santa Clara, California
SUBMITTED: July 2, 1971
LOCATION: Southwest corner of Homestead Road and Blaney Avenue
AREA: 37.45 Acres
----------------------------------------------------------------------------
CONDITIONS:
1-14 Standard Conditions to the extent that they do not conflict with
the special conditions enumerated herein. In the event a conflict
does exist, the special conditions as enumerated herein shall apply.
15 The total area of individual lots plus common area usable for re-
creational purposes, but excluding common area for parking and
traffic, in square feet, shall be at least 3100 times the number of
dwelling units. The number of dwelling units shall not exceed four
hundred and twenty two (422).
16 All buildings, fences, streets and other roadways, parking areas,
landscaping and other facilities or features shall be located sub-
stantially as shown on the development plan labeled "Exhibit B,
2nd. Revision".
17 All public streets shall be dedicated and improved as required by
the City Engineer.
18 The pavement, curbs, gutters and storm drains of the private street
shall be constructed to the standards of City streets, subject to
the approval of the City Engineer, except that the City Engineer
may permit modifications recommended by a licensed engineer and
subject to City inspection.
19 The private street and the ma�or walkways shall be lighted to an
intensity according to good engineering practices and standards
for the purposes intended; the type and location of electroliers
subject to approval by the Architectural and Site Approval Committee.
20 The 24-foot wide roadway of the private street pZus a 5-foot wide
strip on each side shall constitute a 34-foot °��ide public service
easement; other �ublic service or utilities easement may be incor-
porated in the plan. �
-2-
' Resolution No. 928 17-Z-71
------------------------------------------------------------------------------
CONDITIONS (continued):
21 There shall be a system for the naming of the private street and
for address numbers, sub�ect to approval by the Building Department
afrer consultations with the Postmaster, the Central Fire District
and the County Communications Office.
•� 22 City Ordinance No. 276 regulatinp parking of trailers, repairing
vehicles, etc. shall apply to the private street and to all parking
along said street. The parking of recreational vehicles such as
boats, trailers, etc. shall be prohibited throughout the entire
development unless said parking is within a fenced and landscaped
area. Vehicular curb parking along the private street shall be
. prohibited except in designated areas. Appropriate "No Parking"
, signs shall be installed by the applicant.
23 The owner of the development wi11 be required to participate in the
initiation of a City ordinance to make the private street subject
to the Vehicle Code, under the provisions of Section 21107.7 of
said Code; provisions of said ordinance subject to approval of the
enforcing agency.
24 Removal of any trees on the site shall be sub�ect to approval of
the Architectural and Site Approval Committee.
25 Improve�ents of the common areas shall be completed by the developer
and shall be subject to bonding and other procedures in the same
manner as required for street improvements by the Subdivision Ordi-
nance. The common areas shall be deeded to an association of the
homeowners for whose benefit the common areas are set aside; deve-
lopment rights, as defined in Section 16.13 of Ordinance No. 220(e),
shall in this case be dedicated to the City.
26 The common areas shall contain no other buildings or structures
than those accessory to recreational purpases. Any changes of this
status shall be subject to the approval of the Planning Commission
and the City Council.
27 Maintenance of the common areas shall be the responsibility of the
homeowners association to which the common areas are deeded. In
the event the private road, driveways, parking areas, walkways,
landscaping or buildings are not maintained to applicable City
standards, the City may, after notice and public hearing as set
forth in Ordinance 002(a) Section 5.3, effect the necessary main-
tenance, with the cost therefor to be a lien on the property in
the same manner as set forth in the Weed Abatement Ordinance of
the City of Cupertino.
28 To assure that the open space shall be available for the entire
development, the development rights to the common areas shall be
dedicated to the City of Cupertino in advance of the issuance of
any building permits.
- -3-
�Resolution No. 928 17-Z-71
---------------------------------------------------------------------------
. CONDITIONS (continued):
29 Priar to recordation of the Decl�ration of Covenants, Conditions
and Restrictions by the developer, said declaration shall be re-
viewed by the City Attorney to determine its compatibility with
the intent and conditions as set forth herein. Any changes in
said declaration shall be subject to the approval of the City
� Council.
• 30 The articles of incorporation of the homeowners association and
any other instrument related to said association shall be subject
to the approval of the City Attorney.
' 31 A visual barrier shall be constructed around the areas designated
� as trailer parking.
32 2.7 parking spaces shall be provided for each dweiling unit. The
provision of said parking shall be accomplished in a manner that
� will not decrease the open space as indicaCed on the approved
Development Plan.
33 Fenced patios shall be a minimum of 10 £eet from the edge of the
� • pavement on private streets; the minimum distance between opposing
fenced patios shall be 20 feet. The minimum distancs between
buildings and the private street travelways shall be 10 feet.
34 A qualified acoustical engineer shall design a sound barrier
between the peripheral road and the freeway right-of-way.
� 35 If the Planning Director makes a finding that the changes are minor
and do not affect the general appearance of the area or the inter.ests
of owners of property within or adjoining the development area, �he
Planning Director may certify the change on the revised plan. If
such approval is withheld, the applicant may appeal to the Planning
Commission.
If the changes are material, the Planning Director sha11 submit said
changes to the Planning Commission. If the change or changes are
denied by the Commission, the applicant may appeal to the City
Council, as provided in Ordinance 002(a) of the City of Cupertino.
-4-
� Resolution No. 928 17-Z-71
---------------------------------------------------------------------�--
PASSED ANA ADOPTED this 9th day of August, 1972, at a regular meeting
of the Planning Commission of the City of Cupertino, State of California,
by the following roll call vote:
AYES: �ommissioners Hirshon, Puetz, Meyers
NAYS: Commissioner Buthenuth
ABSENT: None
• APPROVED:
Robert W. Meyers, Chairman
Planning Commission
ATTEST:
�^� • .
ames H. Sisk
Planning Director
-5_
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Kartik and Suman
20277 Northbrook Square
Cupertino, CA 95014
�i
�� Aug ust 17, 2011
_._. �
��
�i Re: Architectural Review Application
�
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t
1
Dear Kartik Chandran and Suman Sundaresh,
This is to inform you that the Board of Directors reviewed your
Architectural Request at the meetin� on August 17, 2011
tt was decided to approve the skylights, sun tunnels and window
� � addition if the following conditions were met;(1) obtain a letter from the
° homeowner of 20299 Northwest Square stating that the added window
would not be a problem; (2) Use the Wetzel procedure to install
skylights and sun tunnels in order to prevent damage to roof.
F Remember that any damage caused to property as a result of the
� modificafion will be your responsibility. And as long as you have the
skylights and sun tunnels it will be your responsibility to provide any
� upkeep or repairs as stated on the Architectural application.
�
�� !-have provisied a cop� of th� appli�#�on, IetteF, and �Net=e! proc�ur�
for your infoRnation.
�
�� Sincerely,
d.�., +
�;
.��_
10880 Northpoint Way "
c���a�o, cn s5o,a Linda Stames
PH: 408'996'3�34 n Site Manager
FX:408-996-0226 �
UNC Community
Management .
6840 Via Del Oro
Suite 265
San Jose, CA 95119 �
PH:408-229�000 �
FX:40&229-6001 '
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ELEGTRIGAL/MAGHANIGAL/PLUMBINb NOTES�
I. PRpVIDE ELEGTRIGAL 9YSTEM 6t20UNDIN6 AS PER THE LATEST EDITION O� THE GALIFORNIA
ELEGTRIGAL GODE (G.E.G.)
2. 5MOiGE DETEGTORS IN DWELLIN6 UNITS SHALL BE HARDWIRED AND MOUNTED ON THE GEILINb OR
WALLS AT A POINT GENTRALLY LOGATED. IN THE CARRIDORS OR AREAS 61VIN6 AGGE55 TO EAGH
SEPARATE SLEEPIN6 ARFA. IF THE pWELLIN6 UNITS HAVE MORE TFiAN ONE STORY, A pETEGTOR
SNALL SE INSTALLED ON EAGN STORY AND IN BASEMENTS WHERE APPLIGABLE. WFgN SL�PIN6
ROOMS ARE ON THE UPPER LEVEL AND IN GLOSE PROXIMITY TO THE STAIRWRY, THE DETEGTORS
SNALL SOUND AN AUDISLE ALARM FOR ALL
bLEEPINb AREA9 OF THE DWELLIN6 UNIT IN WMIGH THEY ARE LOGATED. THE SMOKE DETEGTORS
SHNLL BE AG�G HAtiDWIRED WITH BATfERY BAGKUP AND SHALL SE iNTERGONNEGTED. 5EE THE
LATEST EDITION Of TFfE
GALIFORNIA BUILDIN6 GODE. (GB.GJ
3. REGL`PTAGLE OUTLET3 SNALL BE INgTALLED 90 THRT NO POINT ALON6 THE WALL IS 6R�ATER THAN
SIX FEET TO A REGEPTAGLE PER ELEGIRIGAL GODE (ARTIGLE 210-'S�)
4. ME,45URIN6 VERTIGALLY, ALL INTERIOR WALL OUTLETS SHALL 9E l�" ,4BOVE SIJB FLOOR AND ALL
V'IALL SWITGF+ES SHALL BE 42" MIN. TO 48"MAX. (OR MATGH EXISTIN6) ABOVE SUB FLOOR TO 1NE
GENTER OF THE INSTALLED WIRIN6 BOX. (TYPIGAL UNLE55 NOTED OTHERWISE ON THE PLAN9J
5. OUTLETS LOGATED OUTDOORS OR IN TNE bARA6E SHALL SE b.F.l. 3 18" ABOVE PINISH bRADE/SLAB
TO TFiE GENTER OF WIRIN6 BOX.
6. HEI6HT OF ALL INTfT210R AND EXTERIOR WALL MOUNTED LIbHTINb FIX'NRES INDIGATED ON THE
PLANS SHALL 8E MEASURED VERTIGALLY FROM SUB F� TO THE GENTER OF WIRIN6 BOX. ALL
OTHER OUTLET HEI6HT5 SHONOJ ON THE PLAN SF+.4LL $E TO TF� BOTTOM OF TF� WIRINb SOX.
l. ALL GONVENIENGE OUTLETS AT 6ARAbE, BATH, KITGHEN, LAUNDRY AREAS AND AT THE BUILDINb
EXT�RIOR. ARE TO B� 6ROUND FAULT INTERRUPT (b.F.I.J I°FZOTEGTED.
8. ¢ENER,4L LI4HTIN6 IN KITGHENS AND BATHROOMS 5HALL BE HIbH EPFIGAGY TYPE
9. ALL PLEGTRIGAL EQUIPMENT INSTALLED OUTDOORS AND PEI2MANENTLY EXPOSED TO 7HE WEATHER
SFiALL BE YVAT�RPR40F. REGEPTAGLES INSTALLED OUT'DOORS IN A LOGATION PROTEGTED FROM THE
WEATNER SkALL HAVE A N�ATHERPROOF GOVER. REGEPAGLgS INSTALLED OUTDOORS IN A
LOG,�TION UNPROTEGTED FROM THE WEATHER SHALL HAVE AN ENGL09UERE THAT IS N�ATHERPRODF
N�IETHER OR NOT ATTATGHMENT PUJ6 15 INSERTED.
IO.GONTRAGTOR SHALL LABEL ALL GIRGUIT BREAfGERS IN THE MAIN AND SUBPANELS.
11.5PAGE GOIVDITIONIN6 F_GtUIP1�NT SHALL H^VE A SET BAGK THERM05TAT (ELEGTRIG NERT PUMPS
ARE EXEM°T).
12.hNAG EQUIPM@NT AS INDIGATED ON THE PLANS SHALL SE GERTIFIErJ BY TF+E GALIFORNIA ENERbY
GOMMI5510N.
19.�NT DRYER TO BUILDIN6 EXTERIOR AS REQUIRED BY THE LATEST EDITION OF THE GALIFORNII�
MEGH,4NIGr4L GODE. (G.M.GJ
14JNATER PRESyJRE SHALL 8E A MINIFNM OF 15 P51 AND A MAXINNM OF 80 P51, SHOULD PRE55URE
EXGEED 80 P51, INSTALL PRE55lhZE RE6ULATOR PER THE LATEST EDITION OF T!� GNLIFORNIA
PLUMBIN6 GODE. (G.P.GJ
15.WATER HEATER SNALL BE PROVIDED WITFi A PRESSUl2E RELIEF VALV� AND DRAIN TO THE
OUT3IDE.
Ib.PROVIDE TWO SEISMIG STRAPS TO STRAP WATER HEATER TO BUILDIN6 AND INSTALL
MINIMUM R-12 INSULATION BLANKET PER 2001 GALIFORNIA GODE 5EGTION 510-5 !
TITLE 24 REQUIREMENTS.
I'T.WATER GL05ET5 SFtALL BE AN APPROVED ULTRfti-LOW FLUSH TYPE, WHIGii USES AN AYERA6E
OF NO MOF2E THAh! I.b bALLONS OF WATER PER FLUSH.
18.51NK ,4ND LAVATORY FAUGETS SHALL BE F�NJIPPED WITH AN AERATOR WFfIGH ,4LLOW5
A FLOW OF NO MORE THAN 8.3 6ALLONS PER MINUTE.
!9.3HOWERS SkALL BE EQUIFPED WITk VA:.VES AND,�OR SFtOWER 1-lEADS WHIGH ALLOW A F'LOW
OF NO MORE TNAN 4 bALLON5 OF WATER PERrv�/a? P? MI1�9JTE. TUBw96?�?ibq?/SHOw�?-�?1b47YVER
VALYES WILL
BE 5ET TO 1°ROVIDE WATER AT A MAXIMUM OF I�O DE6REE F
(a009 GALIFORNIA PLUMBINb GODEJ AND SHALL HAVE A PRESSUR,E MIXINb VALVE
20.THE HOT Y�IATER INLET AND OUTLET PIPE IS TO BE INSULATED W�TH AN EXTERNALLY
9HALL DE WRAPPLD WITN INSULATIN6 MATERIAL EQUAL TO R-9 OR 6REAYER (FIRST'S PEET IN
UNGONDITIONED SPAGEJ
�I.WATER kEATIN6 EQUIPMENT SHALL BE SHONPI ON THE PLANS AND SNALL BP GERTIFI�D BY THE
GRLIPORNIA E1�R6Y GOMMI5510N.
2�,��FiOWER+lGADS AND !`AUGETS SHALL BE GERTIFIED BY THE GALIPORN�A �NERbY GOMMISSfON.
25.GONTRAGTOR 5HALL V�RIfY TF4AT H BAGIGWATER VALVE 19 INSTALLED. PROVIDE
AN APPR.OVED BAGKNIATER VALVE ON DRAINAbE PIPIN6 SERVIN6 FIXTURES THAT 1-IAVE
FLOpD LEVEL ftIMS l.��S THAN 12 I�iH�S A�BOVE TH� ELEVATION OP T'HC N�XT UPSIREAM
MANHOLE. (G.P.G 110.0)
24.PRE`SSURE A850R81N6 DEVIGES OR APPROVED MEGH}WIGAL DEYIGES SF+ALL BE LOGATED
AS GL05E AS P05518LE TO QUIGK AGTIN6 VRLVES TO ABSORH Fi16N PRE55URE5 RESULTIN6
FROM THE QUIG4G GLOSINb OF QUIGK AGTINcS YALYES (G.P.G. 60�1.I0)
�5, SEP�RATE GIRGUITS ARE REGNJIRED FOR BATHRDOMS, LAUNDRY ROOM, 6ARSA6E DI5P05AL/
DI3HMlA5HER, {GITGHEN, HVAG 1AGATIONS A5 N�DED OR AS RfQUIREfl BY MF6. INSTAI.LATION
REC�UIREMENTS
26,AN ARG-FAULT GIRLUIT INTERRUPTER SHALL BE PROViDED TO PROTEGT ALL OVfLETS (IMGLUDINb
LI6HT9, SMOKE DETEGTORS ETG. ) IN SEDROOMS. (G.E.G. ,4RTIGLE 210-I� "$"} GOM9INATION ARG FAULT
21. LI6HTIN6 IN THE KITGkEN SHALL BE HIbH EFFIGAGY. LIbHTINb IN BATHROOMS, GARA6E5 LAUNDRY
ROOMS A8D UTILITY ROOMS hUST BE HIbFi EFFIGAGY OR GONTROLLED BY A MANUAL-ON OGGUPANT
SENSOR. OTHER ROOMS, HALLWAY5, PAMILY ROOMS, AND SEDROOMS) MUST B� HI6H �IGAGY OR
GONTROLI.ED SY A MANUAL-ON OGGUPANT SENSOR OR A DIMMfR GONTROL. OUTDOOR L�6HTIN6 MU9T
SE HI6H EFFIGAGY OR CANTrcOLLgD BY AMOTION SENSOR WITH AN IN'T�6RL PHOTO CANIROL. ALL
INGADGSGENT LI6HTIN6 1`IXTURES IN9TALLED IN INSULA'�ED GEILIN68 SHALL B� IG 1tATED < AIR T16HT
OR SIMILAR DE516NATION TFSTED WITH ASTM E289. THE LUMINAIRE MF6. MUST PR.OVIDE iNSTRUGTIONS
THAT �XPLAIN TME ENTIR� A59EMCLY REQUIRED TD AGFtEIVE AN AIRTI6HT INSTALATIDN
28. hL.L AIR DUGTS PCNETRATIN6 9EPARATION WALL OR GEILfNb DETINLEN bARAb� AND
LIVIN6 ARER SMALL BE �b 6UAbE MINIMUM GBG. JOINTS AND 5EAM5 OF DUGT SY5TEM5 SHALL HE
SEAL�D WITH GLOTH-BAGKED RUBBER ADHE5IV� DUGT TAPC,
29, THE WATER HEATER AND FURNAGE {WHIGH bENERATE A 6LAW PLAME OI� SPARIU LOGATED
IN THE 6ARA6E SFiALL BP INSTALLED SUGH A TNAT THE SOURGE OF I6NITION 15 AT LEAST
18" ABOVE 7HE FLOOR.
30. TERMINATIDN OF ALL ENVIRONMENTAL AIR DUGTS SHALL BE ^ MINIMUM Of� 8 PEET FROM ANY
OPENIN65 INTO THE BUILDItJ6 (I.E., DRYERS, BATN �4ND UTILITY FANS, ETG., MUST BE 3 PEET
AWAY FRpM DOORS, WiNDOWS, OPENIN65, SKYU6HT5 OR ATTIG VENTS).
31. SHON�R AND TU9-5HOlNER GOMBINRTIONS SHALL BE PROVIDED WITI�1 INDIVIDU�41. GONTROL
VALVES OP THE PRESSURE SALAFIGE OR THERM05TATIG MIXIN6 YALVE TYPE.
32, THE FIRST NOUR RATIN6 OF THE WATER H£ATER IS b0 6ALLONS A5 SPEGIRIED IN
GSG TABLE 5-I.
39. TWO SMRLL APPLIANGE BRAt�H GIRGUITS ARE REGNJIRED FOR THE KITGHEN ANp ftRE LIMITED TO
511PPLYIN6 WALL AND GOUNTER SPAGE OUTLET5 FOR THE KITGHEN PANTRY, BREAKFAST ROOM,
DININb ROOM, OR 51MILAR AREAS.
NOTE� TH�SE GIRU11T5 SERVE OUT5IDE PLU65, RANbE HOOD, DISf°OSALS, DISMWASHERB OR
MIGROWAVES-ONLY REQUIRED GOUNTERTOP/WI.L.L OUTLETS INGLUDIN6 TFIE REFRI6ERATOR.
34, A D�IG�4Tm �O AMP BRANGH GRGUIT SHALL BE PROVIDED TO SUPPLY THE LAUNDRY
RFGEPTAGLE OUTLET.
95. IN THE 6aRA6E, SUB-PANELS SHALL BE SURFP.GE MOUNTED. THEY ARE NOT ,4LLOWED IN
PIREWALLS, BAT�IRUOMS, OR WET LOGRTIONS.
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GENERAL NOTES
�. AL: CONS?RUCnON AND WORKMANSHIP SHA�L CONFORM TO 1'HE 20?0 CAUF RESID.BUILDING CODE (CBC).
2. TH� CONiI?AC'OR SHALL 'JERIFY ALL DIMENSIONS, ELEVATIONS AND CONDITIONS PRICR
TO STARTING CONSTRVCTION.
.,. ANY DEVIATIONS FROM THE PLANS, WNICH ARE NECESSITATED BY FIEIA CONDI?tONS OR
ANY CCNDITIONS D!FFERENT FROM THOSE INDICATED ON PLAN, SHALL BE CALLED TC THE
ATTENT!ON OF ?NE STRUCTURA+_ ENGINEER PR�OR '0 CONTINUING CONSTRUCTION. ALL
WORK IS TO BE COORCINnTED SO TNAT COOPERnTiON BETWEEN 'HE TRADES. WHERE REOUIRED,
IS ACCOMPUSHED.
a. AlL DIMENSIONS TO TAKE PRECEDENCE OVER SC4LE SFIOWN ON PlANS, ELEVATIONS SEC-
T'.ONS A4C DETAILS.
5. NOTES AND DETAI;,S ON DRAWINGS SHALL TAKE PRECEDENCE CVER GENERAL NOTES AND
TY?ICAL DETAILS.
6. MATERIA� hOTES AND SPECIFICATIONS ON DRAIMNGS SHA�� TAKE PRECEDENCE OVER THE
°ROJECT SPECIFICA?IONS.
7. �/ERIFY ALL OPENINGS THROUGH CONSTRUC?ION WITH HEATING AND VENTIi.HTING CONTRAC-
T�R, PLUMBING CONTRACTOR, AND ELECTR!CA� CONTRACTOR FOR SIZE AND �OCATtON,
PRiOR '0 COMMENC�NG CONSTRUC�ON.
B. SEE ARCH'iECTURA� PLANS FOR SIZES AND LOCATtONS CF A.LL DOOR AND WINDOW OPEN-
iNGS. LOCATION OF ALL NON-BEARING PART1T10N5, CONCRETE CUR85, FLOOR AND ROOF
SLOPES, DRAINS, ELEVATIONS, LOCATIONS OF ALL STAIRWAYS, (IF ANY), MISCELLAN-
EOUS HANDRAILS, LADOERS, HANGERS, STEEL GRATING, LOCATION OF ALL CO�CRETE 14-
SERTS, C�IPS, CROOVES, GROUNDS AND VENEER ANCHORS, LOCATION AND DETAiL OF M�S-
CE��ANEOUS YARDWORK. INCLUDING WALKS, CURBS, DRIVEWAYS, TUNNELS AND FINISHED
GRADtNG alANS.
9. NO OPENINGS, °OCKETS, ETC. SHALL 0£ PLACED IN S:ABS, DECKS, BEAMS, JOIST. WALIS.
CCIUMNS. ETC. UNLESS SPECIFICALLY DETAILEC ON THE 5'RUCTURAL DRAWINGS. NOnFY
THE STRUCTURAL ENGtNEER WHEN (MECH.. ELECT,) DRAri1NGS SHOW OPENINGS, POCKETS,
ETC., THAT ARE NOT LIKEWISE SHCWN ON ?HE STRUCTURAL DRAWINGS.
10. CONTRACTOR 5!tALL R'cPA;R OR REPI.ACE A�L DAMAGED FINiSH MATERIAL AND/OR STRUC-
TURAI MEMBERS AS REOUIRED AND AS CONFIRMED BY THE BUILDI7VG INSPECTOR nND S1RUC-
TU�4a� ENGINEER.
1t. CONTRACTOR IS RESPONSIBLE FOR AlL TEMPORARY BRACING DVRING CONSTRUCTION.
12. FRAMING CON�7ITIONS NOT SPECIFICALLY SHOWtJ SHALL BE FRAMED SIMILAR TO TYPICAL
DETAILS FOR THE RESPECTiVE MATERIAL.
13. THE CONTRACTOR AND/OR SUB-CON?f2ACTORS WORK SHALI CONFORM TO ALL APPUCABLE FED-
ERAL, STATE, OR LOCAI BU�LDING CODES.
14. TRADE NAMES AND MANUFACTUitERS REFERRED TO ARE FOR QUALITY STANDARDS ONLY,
EQUIVALENT SUBSTITUTIONS WILL BE PERIAITTED.
15. TYPICAL DE'AILS SNALL APPLY WaERE NO SPEqFIC DETAILS OR SECTIONS ARE GIVEN.
GENERAL CONSTRUC110N
?. RAF?ERS SHALL BE FRAMED DIRECILY OPPOSITE EACH O1HER AT RIDGES, VALLEYS AND
HI?S. A;l RIDGE BOAROS, MAIN VALLEY AND HIP RAfTERS SHAI.� BE AT l.EAST 2 IN.
TNICK (NOMINAL). iN NO CASE SHALL THE DE?TM BE LESS THAN TNE CUT OF THE END
OF THE RAFTER, (L'.N.O.).
2. WFiERE APPUCABLE, RAF?ERS SHALL BE NAIIED TO ADJACENT PARALLEL CEILING J01ST
TO FORM A CONTINUOUS TtE BETWEEN EXIERIOR WALLS, (U.N.O.). WHERE CEILINC J015T5
ARE NQT PARALLEI., RAFTERS SHAI.L BE TIEO BY A 1 � 4(MIN.) CROSS T'�..E. hIE CROSS
TIES SHALI BE SPACED NOT MORE THAN 4'-0" O.C.
3. UNLESS SUPPORTED LATE,RALLY BY ADEQUATE FRAMING, ?HE MA%IMUM ALLOWABLE NEIGHT
SHA�L BE la'-0" FOR 2 x 4 AND 3 x 4 STUD WALLS AND 20'-0" FOR A 2 x 6 5TUD
WAL�, (U.N.O.).
4. JOiS?S SHALL BE SUPPORTED LATERALLY BY SOUD B!OCKING CR END HANCERS AT EACH
EN� AND AT EACH SUPPCRT. SOLID BLOCKING SHA�L �OT BE LESS THAN 2" THICK (NOMINAL}
ANp THE FULL DEPTH OF THE JOISTS.
5. ?HE ENDS OF JOISTS, BEAMS, AND GIRDERS SHALL HAVE A? LEAST 1 1/2' OF BEARiNG
ON WOOD OR METAL AND 3" OF 6EARING ON CONCRE?E OR MASONRY, (U.N.O.).
6. WHEN BOLTS ARE IN USE A WASNER NOT LESS THAN A STANOARD CUT WASHER, OR A MEtAL
P.ATE OR S7RAQ 14 uEU 'HEREOF. SHALL BE BETwEEN 'RiE WOOD AND THE BOLT HEAO
AND BETWEEN THE WOOD AND THE NUT.
7. NACHINE BOL?S ANC ANCHOR BOLTS SHALL CONFORM TO ASTM A307 (U.N.O.).
6. ALL BUiLDiNGS SHA! L BE GRADED SO AS TO PROVIDE 2x POSITIVE ORAINAGE AWAY FROM
T�IE NOU°E.
9. WOQD JOISTS ANO FLOORS CLOSER THAN 18' OR WOOD CIRDERS AND SUPPORTS CLOSER THAN
12" TO TME GROUNC SHa.LL BE PRESSURE TREATED WOOD.
?0. CON':f2AC?OR SHALL SU8M1T A CERT1rICATION OF CONFORMANCE FOR ALL GLUED-LAMINATED BEAMS
?0 3UiLD!NG INS?ECTION DEPT., PRIOR TO ERECTiON.
�'.. PURUNS SHALL BE 2 x 6 OR 'HE SAME SIZE AS RAFTERS, WHICHEVER IS GREATER, (U.N.O.)
'2. PROVIDE 'IRE BIOCK!NG AT FLOORS, CEiLINGS, COVES AND MiD-HEIGHT OF WALLS OVER
10"-Q' IN HEIGHT.
NAILING
CONNECTION NAILING U.N.O.� ON PLANS
t. JOIS? TO S!LL OR GfRDER, TOENAIL 3-8d
2. BRIDGING TC J015T, TpENAiL EACH END. 2-8d
3. 1" x 6' SUBFIR. OR LESS 70 EA. JO�ST, FACE NAIL 2-8d
4. WIDER THAN t" x 6" SUBFLR> 70 EA. JOIST. FACE NAiL 3-8d
5. 2" SUBFLR. TO J015T pR GIRDER. BLtND AND FACE NAIL 2-16d
6. SCLE QLATE TG JOIST OR BLKG., PACE NAII. �8d � 1fi° O.C.
�. TOP ?LATE TO STUD, END NAIL. 2-t6d
B. STUD TO SOLE ?LA7E. 4-Bd, TOENAI� OR 2-i6d, END NAIL
9. DOUBLED STUDS, FqCE NAIL. i6d O 24" O.C.
10. DOUBLED TOP PLATES, FACE NAVL. i6a O 76" O.C.
�1. TOP ?LATES� IAPS AND INTERSECTIONS, FACE NAIL. 4-?6d
12. CEIUNC JOi5T5 '0 PLA7E, 'OENAIL. 3-9d
13. CONPNUOUS HEADER TO STUD, TOENAIL. 4-Bd
14. CEILING JOISTS, LAPS OVER PARTIT10N5, FACE NAIL 3-16d
15. CEILING JOISTS TO PARALLEL RAfTERS, FACE NAI�. 3-?6d
16. RAFTERS OR 'F2USSES TO PLATE. TOENAIL 3-?6d
17. 1" K 8" SHEATH!NG OR LESS TO EA. BEARING., fACE NAIL 2-8d
18. N1DER THAN t' x 8" SHEAIHING TO EA. BEARING, FACE NAII. 3-8d
19. BUILT-UP CORNER STUDS. 76c O 24" O.0
HIGH STRENTGH NON-SHRINK GROUT :
NON-SHRINK GROUT SHALL Bc NON-FERROUS, NON- SHRINK GROUT MANUFAC?1JRE�J BY SIKA C0.
(SIKA GROUT 212), OR EOUAL. SURFACE OR EXISTINC CONCRETE SHALL BE FREE FROM DUST OR DEBRIS
PRIOR TO POURING GROUT , GROUT PRODUC' SHAIL BE iNSTA.LLED IN ACCORDANCE 'MTN MANUFAC?URER�S
RECOMMENDATIONS.
EPDXY AND ANCHORS :
EPDXY GROUT USED FOR TME SETTING OR OEFORMED REINFORCING BARS SHALL BE SIMPSON 'SET' EPDXY
SURFACE OF EXISTtNG CONCRETE SHALL 8E FREE FROM DUST OR DE8RI5 PRIOR TO INJECTION. EPDXY
PRODUCT i0 9E INSTALLED IN PCCORpANCe' WITH MANUFACTURER'S RECOMMENDATIONS.
2. EPDXY USED FOR THE SET7ING OF nLl.-THREAD ROD BOLTS SHALL BE SiMP50N 'SE?'
EPDXY. EPDXY SHALL 8E INSTALLED 1N ACCORDANCE W1TH MANUFAC7URER�S
RECOMMENCA`IONS AND PROV!DE SPECfAL INSPECTON BY A CERTIFIEp TESTNG AGENCY.
CONCRETE:
t. CONCREIE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH pF 300C P51
A? 28 DAYS FOR HON-ENGINEERED OESiGN
2. AGGREGATES SHALL BE NATURAL SAND AND ROCK CONFORMING TO ASTM C33.
(MAx;AIUM AGGREGATE SIZE SHA�L BE 3/4").
3. CEAIENT SHALL BE FORTLAND CEAIENT CONFORMING TO ASTM C-15Q, TYPE IV.
4. 'HE FOLLOMANG MINIMUM CLEAR DISTANCES BETN£EN REINFORCING S1EEL AND
FACE OF CONCRETE SHALL BE MAINTAINED 11NLE55 NG'ED OiHERNASE:
POURED ACAINST FORMS 2`
POURED AGAINST EARTH 3"
5. PIPES MAY PASS THROUGH STRUCTURAL CONCRETE IN SIEEVE5, BUT SHALL NOT
BE EMBEDDEC 1}iEREIN. PIPES OR DUCTS ExCEEDWG pNE-17i1RD THE SlA6 OR
FOOTNG THICKNESS SHALL NOT BE PIACED IN TFIE STRUCTURAL CONCRETE
UNLESS SPECIFICAILY DETAILED.
6. DOWELS, ANCHOR BOL?S AND OThIER E�iBEDDED ITEMS ARE TO BE SECURED IN
PLACE BEFORE CONCRETE IS POURED.
7. REFER TO ARCHITECTURAL DRAWINGS FOR REVEALS, AREAS OF TEXNRED CON-
CRETE OR SPECIAL FlNISHES, !TEMS RE�UIRED TO 9E CAST INTO CONCRETE.
CURBS AND SLAB DEPRESSIONS.
8. MINIMUM CEMENT CONTENT SHnLL BE 5 SACKS PER CUBIC YARD FOR 2500 PSI
CONCRE�E.
?. MAXIMUM SLUMP SHAIL BE 4".
10. OP?10NAL COI� JOINTS MAY BE USED WHERE SHOWN, COlO JOINT EDGES
SHALI BE CLEAN, FREE OF EXTRANEOUS AND INTEN�IONALLY ROUGNENED.
REINFORCING STEEL:
7. REINFORqNG STEEL SHALL COtJFORA! TO AS1U, A675, GRADE 40 FOR SZES
�y 4 AND SMALi.ER AND GRAAE 60 FOR SIZES � 5 AND LARGER.
2. WELDING OF RE!NFORCING STEEL SHALL CONFORM ?0 ANS Dt2-1 USING PROPER
LOW HYDROGEN EIECTR00ES. ALL BARS TO BE WELDED SHALI CONFORAI TO
AST?.1 A7D6.
3. WELAED FABRIC (MESH, WWF} SHALL CONFORM TO THE LATEST REVISED ASTM
A185. 5�100TH WIRE FABRI�C SHALL CONFORM TO ASTM A85, YIELD STRENGTH
60 KSI.
4. ALL BARS IN CONCRETE SHA�L BE LAPPED A MINIMUM OF 36 BARS DIAMETERS
(2'-0 MIN.} AT AI.L SPUCES UNLE55 NOTE"� OTHERWISE.
5. SPUCES OF HOR!20NTA� REBAR IN FOOP.NGS SHALL BE STAGCERED 4'-0"
MINIMUM.
6. ALL BENDING OF REINFORCINC STEEL SHALL CONFORM TO THE LATEST EDITION
OF THE UNIFORM BUILDINC CODE.
7. REINFORCING SHALL BE PLACED AYJO SUPPORTED IN A iRUE LINE AS SHOWN.
8. ALL REINFORCING SHALL BE CLEAN AND FREE OF EXTRANEOUS MATERIAI..
FLOOR I-JOIST
1. FLOOR JOISTS ARE TO 8E DESIGNED FOR L/480 (DL & LL) MAXI-
MUM DEFIECTON CRI'ERiA.
MICROLAM BEAMS:
MiCROLAM (ML OR LVL) BEAMS ARE TO 8E THE SIZE SHOriTi ON PLANS, ANO TO 8E
MANUFACTURED BY TRUS JOIST CORP. MICROLAA� BEAMS SHALL HAVE THE
POLLOWING ALLOWABLE DESIGN STRESSES:
E = 1.900,000 P51
Fb m 2.600 PS�
Fv = 265 PSI
PARALLAM BEAMS:
PARALLAM (PSL) BEAIAS ARE TO BE TNE SIZE SHOWN ON PIANS, ANC TO BE
MANUFACTURED BY 7P,U5 J015T CORP. PARALLAM 9EAM5 SHALL HAVE THE
FOLLOVANC ALLOWABLE DESIGN STRESSES:
E = 2,000,000 PSI
Fb = 2.900 PSI
Fv = 290 PSI
TIMBERSTRAND:
TIMBERSTRAND (SL) MEMBERS ARE '0 8E THE SIZE SHOWN ON PLANS ANO
?0 BE MANUFACTURED BY TRUS JO!5' CORP.
GLB, NOTES
t. AL. FABRICATION AND WORKMANSNtP SHALL CONFORM TO THE
CURRENT E01 iION aF THE STANOARD SPEGFICATIONS FOR
STRUCTIiRAL GIUED LAMINATED DOUGLAS FIR (COAST REqON)
LUMBER BY THE WES? COAST �UMBERMAN'S ASSOCIA?ION AND THE
CURRENT EDITION pF TIMBER CONSTRUCPON.
2. ALL GLUED LAMINATED MEMBERS SHALL BE DOUGLAS FIR,
COMBINATtON 24F-V4 (U.N.O.) OR 24F-V8 'MTH WATERPROOf RESORCINOL OR
PHENOL RESORCiNOL GIUE CONFORMING '0 THE FEDERAL
SPEqFICATI0N5 MIL -A-397-8. (llSE 24F-V6 AT CANTILEVER CONDInON).
3. FINISN OF THE MEMBERS SHALL BE iNDUSiRIAi. APPEARANCE GRADE
IN CONFORMANCE `MTN TNE STANDARD APPEARANCE GRADES OF THE
A.I. T. C.
4. A CERTIFICATE OF INSPECTION FOR EACH GLU-LAM BEA!A FROM AN
APPROVED TESTING AGENCY SHALI BE SUBMiTTED TO ANO APPROVED
BY THE LOCAL BUILDING OEPT. AND BY THE ENGINEER ?RIOR TO
EREC110N.
SHOP DRAWIN S:
SHOP DRAWINGS ARE AN AIO FOR FIEL� PUCEMENT AND ARE SUPERSEDED BY
TFfE SiRUCTURA: DRAWiNGS. ANY REVIEW OF SHOP DRAWiNGS BY THIS OFFICE
IS ONLY FOR GENERAL CONFORMANCE TO THE STRUCTURAL REOUIRENEN75 AND
IN NO WAY GUARANTEES 7HE ACCURACY OR COMPLE7ENE55 OF INFORMATION
THEREON. I? SHALL 8E THE CONTRACTOR'S RESPONSIBILITY TO INSURE ALL
CONSTRUC'ION IS M FULL COMPUANCE WiTH THE LATEST SET OF SIRUCTURAI
DRAWINGS.
�
7. PLATES, STUDS. Jp5T5 AND BEAMS. (UNO)
�� c;RADE OF WOOD (U.N.O.)
A. 2x MUDSILLS P.T.D.F.
B. 4x D.f. N0. 2
C. 6x AND LARGER O.f. N0. t
D. P,tl STUDS D.F. N0.2
E. BLKG. k SOIE PLATES O.f. CONSTR. CRADE
F. GLU �AM BEAMS 24f-V4. 24F-V6 AT CANTiLEVER
G. TOP PlA7ES D.F. CONSTR. GRADE
2. a�rw000
IOCATION GRADING NAILING (U.N.O.)
ROOF - 1/2' CDX APA (32/16) Sd O 8' EDGE, 12" FlELD
FLOOR - 3/4' TdcG APA (32/18) 8d O 6 EDGE. 10" F!ELD
NOTE: ALL GRADE MARKS ON PlYW00D SHEATHING AND LUMBER SHALL BE
LEGIBIE.
ABBREVIATION�
A.B. ANCHOR BOLT MAX. MAXIMUM
BM. BEAM MIN. MINIMUM
B.N. BIOCK NAIUNG MTL. MElAL
B�K. BLOCK OR BLOCKING (N) NEW
CIG. CEtLING N.T.S.. NOT TQ SCAIE
C.C. CENTER TO CENTER, O.F. OUTSIOE FACE
ON CENTER O.H. OPPOSITE HAND
COL. COLUMN PLYWD. P��00
CONC. CONCREIE P.E.N. PLYWOOD EDGE NAILING
CONT. CONTINUOUS p,S.!. PWNDS PER 5�. INCH
? DIAMETER P.S.F. POUNDS PER S�. F00T
D.F. DOUGLAS FIR P.T. PRESSURE TREATED
E.N. EDGE NAILING P.T.D.F PRESSURE TREATED
EXT. EXTERIOR DOUGIAS FlR
(E) ExISTING S.A.D. SEE ARCHIlECTURAL DRANINGS
F.N. F�ELD NAIUNG S.W.S SHEAR WALI SCHEDULE
FIN. FINISH SHTG. SHEATHINC
FLR. FLOOR SHT. SHEET
F.O.C. FACE OF CONCRETE SPECS SPECIFICATONS
F
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STRUCTURAL STEEL (IF USED):
1. ALL FABRICATION ANO ERECTION SNALL CONFORM TO 7HE LATEST EDITION
OF THE AISC MANUAL OF STEEL CONSTRUCTION.
2. ALL STRUCTURAL STEE1. SHAII CONFORM TO THE ASTM A36.
3. MUDSILL ANCHOR BOLTS AND MACHME B0:T5 SHALL CONFORM TO ASTM
A307. ALL-7HREA0 ANCHORS SHALL CONFORM TO ASTM A36 (t1.N.0.).
4. ALL S1EEL TUBE (1S) MEMBERS SHALI CONFORM TO ASTM A46.
5. ALL WEIDiNG TO BE PERfORMED 8Y A CERTIFlED WELDER AND TO BE
SPECIALI� INSPECTED BY A CERTIFIED 1ESTING AGENCY UNLESS
WELDING IS PERFORMED IN AN iCBO APPROVED, CERTIFiED WELDING
SHOP.
6. ALL WELDING TO BE PERFORMED WITH E70XX EIECTRODES. SEE PlANS
FOR WELDING TYPE.
). ALL BOLTS, NUTS AND WASHERS SHALL CONFORM TO ASTM A307, HOT � J� ��''� , � / _
DIPPED GAIVANiZED OR EQUIVALENT RUST PREVENTATIVE CCATING. i �; �,
Q e 1 • ' n, b4
WNERE EXPOSED TO WEATHER OR EAR1Ji. � I * E -r C-! I',
SPECIAL INSPECTION : e , ^ � ��
PROVIDE SPECIA� INSPECTION FOR A�L FEILED AND SHOP �
WELDMNG AS PER "UBC� CHAPTER 17. .,.. � � p M1 ,. � � � '.., , _, ,., ,,,..,r � .^.+�a�.�
• �� f�'�;._, � � �' :� y � t ..'�'� �.+� ; i�
� �� . .. � �.
Y
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1. HOLES AND NOTpHES ARE NOT
PERMITIED IN J015T5 NMERE
'D" = 4" OR LESS.
2. NO NOTCHES (TOP OR 80TTCM)
ALIOWED IN MIDDIE THIRO OF ��
SPAN D/3 IAAX
0/4 ��x. o/e � 8
7� � a�
m
\�� � �
C �
� O
�
O
aliOWABLE BO?�D HOLE:
IN 2x4 NON-BRG. WALL 2.7' �
�IN 2z4 BEARING WALL 1.4" �
IN 2x6 STl1DWALL 2.2" �
�
w - s�u� �+oTM
W/4 FOR BRC. WALL (MAx.)
4W/10 FOR INT. NON-BRG. WALI
16d NAILS zx STJDS, TYP.(UNO.)
O 24"o.c (UNO.)
AT CORNERS
,�
__ � 16C NAILS AT 2S"o.c.,
AS SHOWN (UNO)
2x SiUDS, TW.(UNO.)
� 2.1" � HOLES O.K. IN 2x4 BRG. WALL, IF STUDS
qRE DOUBLED,(NOTE: NO MORE THAN 2 SUCCESSiVE
DOUBLED S7l1DS CAN BE BORED iN BRG. WALI.
AT INTERSECTICNS
,vJ DROPPED BEAN1 RAISED BEAM
4 TYP. STRAP TO BEAM
I.AP PLATES 4�-O� STRAP - AS OCCURS A35 CUP AT POST
12-'.6d OR DBL STUDS
Ai Sp�j(� SEE PLAN
A35 CLIP AT POST 3-16d HDR. BM.
OR DBL STUDS
POST
p SIMPSON
� t9 � TYPICAL HUC UNO.
CORNER tAP
�' ` HDR AT CORNER POST ELEV.
� � W 16d O 24'O.C., TYP. 4-i6d EA. SIDE
c� � I� ��
Z � 2x KING SiUO (USE DBL. STUDS
�� o� �4 SNDS ?XB STU�S AT OPENINCS OVER 6'-0'
m S2AN 81ZE 517.E wiDE)
. g 3 o UP TO 4'-0" 4x8 (uNO.) exs (uNO.) �
q z� 4'-1" TO 6'-0' 4z8 (UNO.) 6x8 (UNO.) I
�D �� F 6'-t" TO 10'-0'4xt2 (UNO.)6x10 (UNO.)
o� a 2x TRIMNER STUD (USE DBL. STUDS
� a� � AT OPENINGS OVER 6'-0" NADE)
Y W
� O N m U
~ � AT 'MNDOWS STUDS m
o "� °� � I 16' O.C.
~ o � ��
o m �
�a �
* o �
A35 CUP AT POST A35 CIiP AT POST
PLACE BOLTS TO MISS STUDS, OR DBL STUDS OR DBI. SNDS
6 TYP. FRAMED WALL 4PENING (UNO.
HDR. BM.
POST SIMPSON HH UNO.
H�R AT POST ELEV.
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TYP. JOIST & TYPICAL STUD
� STUD CUTOUT DET. ��CATIONS
� (UNO.)
FAAY NOT BE USED AT CLU-LAM BEAMS OR ANY PRE-FABRICATED TRUSS OR J015T
MEMBERS lMTHOUT PRIOR APPROVAL BY PROJECT ENGINEER ANO APPUCABLE
TRUSS C0. BLOCK ALL EDGES AT ALL WALL
o�.��m .un ec eomicicn nti