DIR-2015-17b CITY OF CUPERTINO
10300 Torre Avenue, Cupertino, California 95014 (408) 777-3308
To: Mayor and City Council Members
Chairperson and Planning Commissioners
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From: Gary Chao, Assistant Director of Community Developmen
Prepared by: Ellen Yau, Assistant Planner
Date: July 28, 2015
Subject: Director's Minor Modification, DIR-2015-17, to allow a covered porch to the existing
office building located in a Planned Development Zone at 20455 Silverado Avenue.
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, Mike Rohde, representing Cupertino Chamber of Commerce, is proposing interior
remodeling and minor front fa�ade and site modifications to the existing building. The proposal
requires administrative approval due to the site's planned development zoning designation.
The proposed exterior renovations include a new gabled front entry feature with roof pitch, style,
and material to match existing, and an upgraded accessible travel path and stall relocated to the
west end of the parking lot. Furthermore, the parking supply will not be affected and will continue
to accommodate for a total of ten parking stalls.
ACTION
The Director of Community Development deems the modification minor and approves the project
with the following conditions of approval:
1. APPROVED EXHIBITS
Approval is based on exhibits titled "Chamber of Commerce Tenant Improvement" prepared
by IDA, Inc., consisting of seventeen (17) sheets labeled A-0 — SD-1, received on July 27, 2015,
except as may be amended by the conditions contained in this resolution.
2. ANNOTATION OF THE CONDITIONS OF APPROVAL
The conditions of approval set forth shall be incorporated into and annotated on the building
plans.
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3. ACCURACY OF THE PROTECT PLANS
The applicant/property owner is responsible to verify all pertinent property data including but
not limited to property boundary locations, building setbacks, property size, building square
footage, any relevant easements and/or construction records. Any misrepresentation of any
property data may invalidate this approval and may require additional review.
4. EXTERIOR MATERIAL
The final color and material shall closely resemble the details shown on the approved plans and
shall be reviewed and approved by the Director of Community Development prior to issuance
of building permits.
5. CONSULTATION WITH OTHER DEPARTMENTS
The applicant is responsible for consulting 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.
6. INDEMNIFICATION
Except as otherwise prohibited by law, the applicant shall indemnify and hold harmless the
City, its City Council, and its officers,employees and agents (collectively, the "indemnified
parties ) from and against any claim, action, or proceeding brought by a third party against one
or more of the indemnified parties or one or more of the indemnified parties and the applicant
to attack, set aside, or void this Resolution or any permit or approval authorized hereby for the
project, including(without limitation) reimbursing the City its actual attorneys' fees and costs
incurred in defense of the litigation. The applicant shall pay such attorneys' fees and
costs within 30 days following receipt of invoices from City. Such attorneys' fees and costs shall
include amounts paid to counsel not otherwise employed as City staff and shall include City
Attorney time and overhead costs and other City staff overhead costs and any costs directly
related to the litigation reasonably incurred by City.
7. 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 July 28, 2015. The fourteen calendar day appeal period
will expire on August 11, 2015.
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Enclosure:
Plan set
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PROJECT TEAM DRAWING INDEX SYMBOL TABULATION VICINITY�A� - o
c JOHN HA, AIA
" 510 LAWRENCE EXPWY.
���, ARCHITECTURAL � DOOR NUMBER SITE AREA: FX�STING ACRES SUITE # 105
DOOR SCHEDULE FxiSTING SQ. FT. SUNNYVALE, CA 94085
MA. MIBE ROHDE A-0 TITLE SHEET HARDWARE GROUP _ TEL: �408� 245-0991
A-t (E) SITE PLAN, EXISTING FLOOR PLAN & DEMO PLAN AREA OF IMPROVEMENT: �379 SQ. FT. _.., .. TEL: �408� 245-0711
20455 SILVERADO AVENUE A-1.1 (N) SITE PLAN,ACCESSIBLE PARKING DETAIL,SITE DETAILS O WINDOW TYPE
A-2 PROPOSED FLOOR PIAN, FINISH SCHEDULE, OWNER:
CUPEBTINO, CA 95014 DOOR & HARDWARE SCHEDULE, GENERAL NOTES
3Q REVISION NUMBER PREVIOUS USE: OFFIGE
TEL• (408) 896-6601 A-2.1 CEILING PLAN, INTERIOR ELEVATIONS,ACCESSIBLE RESTROOM DETAILS PROPOSED USE: OFFI. MR. MIKE ROHDE
� A-2.2 (E) AND (N) BUILDING ELEVATIONS, BUILDING SECTION �:�rSi��M•
20455 SILVERADO
WORK POINT,DA7UM POINT CUPERTINO, CA 95014
A-2.3 (E) ROOF PLAN, (N) ROOF PLAN � OR CONTROL POINT STANDARD FXISTING 9 STALLS "' '"
A-3 ARCHITECTURAL DEfAILS HANDICAP EXISTING i STALL ` �4OH� SJB-660�
ABCHITECI�. � PARKING TOTAL EXISTING 10 STALLS
3 ELEVATION IDENTIFICATION
IDA, INC• ELECTRICAL 4.5 SHEEf WHERE ELEVATION IS DRAWN
JOHN HA, AIA E-1 ELEC. POWER PLAN, SINGLE LINE DIAGRAM -
510 LAWRENCE EXP. #105 E�EC. PANEL SCHEDULE. ELEC. GENERAL NOTES � SECTION IDENTIFICATION
E-2 LIGHTING PLAN 4.5 SHEET WHERE SECTION IS DR4WN BUILDING SET BACK EXISTING
SUNNYVALE, CA 94085 E-3 T-24 ENERGY COMPLIANCE-ELECTRICAL FRONT YARD " �
TEL• (408) 245-0991 E-4 T-24 ENERGY COMPLIANCE-E�ECTRICAL BOTH SIDES YARDS EXISTING
3 DETAIL IDENTIFICATION REAR YARDS EXISTING �
FAX: (408) 245-0711 4.5 SHEEf WHERE DEfAIL IS DRAWN �
TYPE OF CONSTRUCTION: V-B � W
MECHANICAL OCCUPANCY B PROJECT DESCRIPTION Z
- - 3 INTERIOR ELEVATION IDENTIFICATION USE ZONE EXISTING � � W O
M-1 HVAC PLAN, HOOD DEfAILS, MECHANICAL GENERAL NOTES FIRE SPRINKLER SYSTEM NO �
M 2 T 24 ENERGY COMPLIANCE-MECHANICAL 4.5 SHEET WHERE INTERIOR ELEVATION IS DRAWN. �
C.B.0 2013 � ,^
C.F.0 2013 THIS PROJECT IS TO REMODEL THE EXISTING OFFICE. 1 1 1 �y�
C.P.0 2013 ��� � �
ROOM NAME C.E.0 2013 TO UPGRADE THE ACCESSIBLE TRAVEL PATH. O �
STRUCTURAL: � ROOM N0. CALIFORNIA TITLE 24 2013
FLOOR SCHEDULE C.M.C. 2��3 � O Q
BASE SCHEDULE TO ADD A FRONT PORCH TO THE BUILDING. O
SN-1 GENERAL NOTES CEILING SCHEDULE NUMBER OF STORIES 1 /'r U
S-1 FOUNDATION & ROOF FRAMING PLAN WALL SCHEDULE TO ADD AN OFFICE IN THE(E) OPEN OFFICE AREA. Q
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Angle EL. Elevation LAM. Lommate R.W.L. Rain Water Leader � � M
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Centerline ELEV. Elevator LKR. Locker REPRESENT TNAT THEY NAVE: UIOfdC LOGAIE GENER4L REFERENGE POINTB AND LAY OUT WORK AND V
Diameter or Round EMER. Emergency LT. Light S. South a VI91?ED THE 91TE AND ITg 9UR�UJDINCs AND MADE DUE BE RE3F'ON5IBLE FOR LINES ELEVAtION AND MEA5l1REMETliB,,�WD � � O
Pound or Number ENCL. Enclosure S.A.D. See Architecturol Drawing ,4LLOWANCES POR DIFFICULTIES ANp CONiINGENGIES. LLK)WC EXECUTED UNDER THIB GONtR4CT. EXERCI3E PF�PER
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R Relocafed E.P. Electncol Panelboard MAS. Mosonory S.C.D. Seot Cover Dispenser � � .,o O ase__a's ' � N
N� New EQ. Equal MAT. Material SCHED. Schedule � a'°'"a ___ TNEMSELVES CONDITIONS TO BE ENCOUN?ERED,INCLIIDINCs OUt UIOFiIC.
EQPT. Equipment MAX. Maximum S.D. Soap Dispenser "'- ' �"
E.W.C. Electricol Water Cooier M.B. Machine Bolt SECT. Section Q � - � UIORIC BT OTHER9,IF ANT,BEINCs PERFORI"IED:AND •
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ACOUS. Acoustical EXPO. Exposed MECH. Mechanical SH. Shelf I � E�ORS THET HAVE DISCOVERED WITHIN DRQWINGS OR BETWEEN 3NALL VERIFT GOVEf3dMG DIhIEN910N AT THE SI1E INGLUDINCs �
A.D. Area Drain EXP. Expansion MEMB. Membrane SHR. Shower P # _ °"� ' �_�, ��_ BCOt'E AND EXIStING CONDITIGNS. ELEVATIONS AND SNALL EXdMINE ADJOINING WORK ON WHICN ' ♦
ADJ. Adjustable EXT. Exterior MET. Metal SHT. Sheet � T ' ;,u I s�, CONiRAGTOR'S OR 3UBCONTRAGTOR'8 WORK IN AN7 WAY pEPENDENT. v
AGGR. Aggregate MFR. Manufacturer SIM. Similar ^ ,
AL. Afuminum MH. Manhole S.M.D. See Mechanical Drawin Do ; ' ' �° -'�N � g` FAILURE 70 VI817 TFIE 91TE AND BECOhIE FAMILIAR W�TN CONDITION9 NO"EMRA"OR ADDItIONAL COMPENSA710N WILL BE ALLOWED ON
ALT. Alternate MIN. Minimum 9 , I°" SNALL NOT RELIEVE GONTR4GTOR OR A SUBGONTRAGTOR FROM ACCOIAdT OF DIFfERENGES BETUEEN AG7UAL MEASUfc�1'1ENT5 AND
F.A. Fire Alorm S.M.S. Sheet Metal Screw
A.P. Access Panel F.B. Flot Bor MIR. Mirror S.N.D. Sonitary Nopkin Dispenser , „ RJIalISNING MATEWALS OR COMPLETING THE UIORK IN ACCORDANCE DIMENSION9 9FIOIItJ.9UBMIT DIFFERENGE9 DI3COVERED DURING THE
APPROX. Approximate MISC. Miscellaneous S.N.R. Sanita Na kin Rece tacle `" .n.-x '","°" �. WITN PLANS AND OTNER GOMTRQGT DOCUMENT AT NO ADDITIGNAL IWRIC TO TNE OLLNER FOR INTERPRETATION BEFORE PROCEEDMG WITH
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ARCH. Architectural M.O. Mason 0 en�n ,„ _
ASB. Asbestos FDN. Foundatio9 MTD. Mounted P �� i , ; �T. A550GIATED UIORK REVISIONS:
S.P.D. See Plumin Drawin �° I I
F.E. Fire Extin uisher 9 9
ASPH. Asphalt F.E.C. Fire Extin uisher Cab. SQ. Square �--- -- i -
A.F.F. Above Finish Floor F,H.C. Fire Hose Cabinet S.S.D. See,Structural Drawing �� � � • CONTR4CTOR OR 3UBGON7RACTOR WILL NOT BE GIVEN EXTRA • NO GUAR4NiEE OF QUALITY OF CON87R1GtION 18 IMPLIED OR
F.H.W.S Flat Head Wood Screw S.ST. Stainless Steel r �, I ' F;� PA7MENT FOR WORK�LATED t0 GONDI710N9 tHET CMl DETERMINE INtENDED BT THE ARGHItECiURAL DOCUI'1ENt8,AND TNE
B.B. Bulletin Boord FIN. Finish N. North S.SK. Service Sink ;; a= BY EXN'iMINCs TFIE SItE NJD PLANS AND 07NER GONiR4CT GONTRACTOR 9NALL A951A"IE FULL REBPONBIBILI?T FOR M1Y OR ALL ,
FIXT. Fixture N.I.C. Not In Contrast STA. Station �CI?Y GOMMENiS,04l14/2015
BD. Board FL Floor N0. or{� Number STD. Standard _ � : DOGUMENTS. CONS?RIJC?ION DEFICIENGES.
BITUM Bituminous NOM. Nominal STL Steel " -�
BKG. Backing N.T.S. Not To Scale STOR. Storage � • GONTR.4CTOR OR 9UBC'.ONTRACTOR WILL NOT BE GIVEN EMR4 • THE GENERAL CONTRACTOR SNALL NOLD HARMLE55,INDEMNIFY AND
BLKG� Blockn9 FIASH. Flashing STRL Strucfural _ _ �''_��`.• � PA7MENT FOR Ul�'.K�LAiED t0 MiBKaUIrIEB,INCONSISTENGIES OR DEFEND tNE ARGNITEGTS AND HI5 GON5UL?ANTS FR01'1 AN7 AGtION
BLKG. Blockin FLUOR. Fluorescent SUSP. Suspended -��� _� ERRORS WITNM GONiRAG7 DOC'.UMEN7S,OR 6ETWEEN GONTR4Gi INITIATED B7 THE INI?IAL qLNER OR ANT SUB3EGXJENT dlNER9 FOR
9 SYM. S mmetricol O� DOCUMENTS AND EXIBTING GOMDI7�ON5,WNEN SUCN NNBIGUItIEB, CONSTRJGTION DEFIGIENGEB,MODIFIGAilONB OR 3UGH CONDITIONS
BM. Beam F.O.C. Face of Concrete O.A. Overall Y
BOT. Bottom F.O.F. Face of Finish OBS. Obscure O -
F.0.5. Face of Studs O.C. On Center , INCONSIBTENCIES,OR ER20R ARE IW011.N TO CONTR4G70R OR W.IIGH MAT BE BEYONp tHE GON?ROL OF?NE ARGHTECTS.
FPRF. Freproof O.D. Outside Diameter(DIM.) TRD. Tread gUgCONTft4CTOR BEFORE GOMTRACT EXECUTION UNLE99
CAB. Cabinet F.S. Full Size OFF. Office T.B. Towel Bar GON?R,4CTOR OR SUBGONTRAG?OR HA5 NOT�FIED TNE OU.NER M . ALL LL10RK SNALL COMPLY WITH APPLIGABLE CADES AND TRQDE
C.B. Catch Basin FT. Foot or Feet O.H. Opposite Hand T.C. Top of Curb
CEM. Cement FTG. Footing OPNG. Opening TEL. Telephone WRITING OF SUGN GONDITIGN BEFORE EXECUTION OF AGREEMENT STANDARDS WHIGH CsOVERN EACN PNASE OF
CER. Ceramic FURR. Furring OPP. Opposife TER. Terrazzo BETUIEEN OU.NER AND GONTRAGTOR NO?LIMITED?O:GALIFOFZJIA BUILDINCs CODE lCBG),GALIfOIa�IIA
C.I. Cast Iron FUT. FUTURE T.&G. Tongue and Grove MEGNANIGAL CADE(CMG),GALIFOR�IIA ELECTRIGAL CADE(CEG),
C.G. Corner Guard THK. Thick . CONTRACtOR 9HALL AGCEP?TNE SITE MID THE EXISTING GALIFORJIA PLUMBING GODE IGPG),AND ALL APPLIGABLE LOGAL
C.J. Construction Joint p, Paint THRES. Threshold gURRq1•IpINCs IN THE GONDITION9 IN U.HICN?NET EXIST At tNE tIhIE CODES l+ND LECs19LATION. SHEET TITLE:
CLG. Ceiling GA. Guage P.A.D. Powder Actuoted Device T.P. Top of Pavement Gq•ITR4CTOR IS GIVEN AGGESS TO BECsIN TF�E WORK
CLKG. Calking GALV. Galvanized PRCST. Pre-cast T.P.B. Telephone Panelboard ALL PUBLIG IMPROYEMEN79 9NALL BE MADE IN ACGORDANGE WITH TITLE SHEET
CLO. Closet G.B. Grab Bar PL. Plate T.P.D. Toilet Paper Dispenser '
CLR. Clear GL Glass p,�c,M. Plastic Laminate T.V. Television • DAMAGE CAl1fSED B7 CONTRQCTOR TO EXISTINCs BTRIJCTIIRE8,ANp 7FIE LATEST ADOPTED GIiT 5T.6NDARDS.?NE STORINCs OF GOODS
C.O. Cased Opening GND. Ground p�qS. Plaster T.W. Top of Wall WOI�1C BY OTNERS SHALL BE REPAIRED BY CONTRAGTOR ANp LEPT M ANp MATERIALS ON SIDEWALK ANp/OR STREET WALL NOi BE
COL Column GR. Grode PLYWD. Plywood n'P• Typical qg Gppp CONpITIGNB A9 EXISTINCs BEFOI�'E TNE DAMACsING,IJNLE9S ALLOWED UNLESS TNE CONTR4C?OR HA5 APPLIED AND SECURED A
CONC. Concrete GYP. Gypsum PR. Pair
CONN. Connection SUGN EXI57MG WORIC 15 5FIOW1 i0 BE REMOVED OR REPLAGED BY 9PECIAL PER'11T WHIGH ALLdU SUGN STOR.4GE TO BE PLAGED.
CONSTR. Construction P T.D. Paper Towel Dispenser UNF. Unfinished �W��
CONT. Continuous H.B. Hose Bibb P.T.D/R Combination Paper Towel U.O.N. Unless Otherwise Noted
CORR. Corridor H.C. Hollow Core Dispenser& Receptacle UR. Urinal . GOMPLETE DOGIA'IENtATION Gf EXI871NCs GON9iTd1GTION IS NOT
CPT. Carpet HDWD. Hardwood PTN. Partition AVAILABLE.DIMENSIONS,LATqJt,EXI9TINCs MAtERIALS,AND
CTSK Countersunk HDWE. Hardware P.T.R. Poper Towel Reptacle DATE PROJECT N0.
CNTR. Counter H.M. Hollow Metal GONCEALED GONDITIONS HAvE NOT NEGESSARILT BEEN VERIFIED
CTR. Center HORIZ. Horizontol V.C.T. VinyI Composition Tile ,qNp qREA NOT REPRESENTED t0 BE AGCURA?E BEYGND THE LEVEL m�/0'1/7m15 15-1481
HR. Hour VERT. Vertical
Q.T. Quorry Tile VEST Vestibule NEGE65AR7 TO DEFINE THE APF'IaOXIMAIE 9GOPE OF SURFAGE
DET. Detail HGT. Height pTy, Quanfity V.I.F. Verify in field RENOVATION AND BYSTEM REPLACEhIENT.
DIA. Diameter
DIM. Dimension �.p. Inside Diameter(Dim.) D ��� n,�.��� Y SCALE
DISP. Dispenser INC. Incandescent R. Riser W. West Q�L•} �� � ^ A9 gHOlilN JH/GY
DN. Down INFO. Information RAD. Radius W/ With - •�' `�� � ' � s`' � �'
D.O. Door Opening INSUL. Insulotion R.D. Roof Drain WC. Wall Covering � - - -� �
DR. Door INT. Interior REF. Reference W.C. Water Closet �+�``�� '��- r� � �3�'�'� .`r �"�`��lr SHEEf
DWR. Drower INTER. Intermediate REFR. Refri erator WD Wood � `
DS. Downspout. RGTR. Reyis�er W.F. Wide Flange �� ,.... �...�.�..�..L
D.S.P. Dry Standpipe REINF. Reinforced W. Where Occurs , e
DWG. Drawing JAN. Janitor REQ. Required W 0 Without / � /��0
Water roof � � � �.*
JT. Joint RESIL. Resilient � P 4.y�S�!0�l�'"�+ '�.0 i � ,�,._.s � �,,,�»...o,..,.,�,.�r,
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EA. Each R.O. RouGh Opening WT. Weight �;��, ^?`4',�r,�'ti,`�' q� :�^�C�. ���.
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ACCESSIBLE SIGN STALL DETAIL NTs 4 ACCESSIBLE PARKING DETAIL �/4" 2 a�-m _ � �c' � O
�,
48"MIN. Z � L W Z
lE)GONGRETE �
♦ lE)PARICMG N ��OCKINCx WALL � F–
i AGGESSIBLE � � � W
5ql PATN Z
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� II REVISIONS:
♦
P -8m.00' �i cirY cor�NTs,marzanmi5
(E)SIDEWALK
(EJ SIpEWALK lE)DRIvEWAY lE)DRIVEWAY SIDEWALK
SHEET TITLE:
SIDEWALK NOTES: NOTE: SITE PLAN
ACCESSIBLE PARKING
I. WALKS AND SIDEWALKS SUBJECT TO TNESE DETAIL
D i�,�rS�/7 REGULATIONS SNALL HAvE A CON?INUOUS GOMMON TNE AGCESSIBLE PARKING IS PART OF TNE CITY SITE DETAILS
., ., SURFACE,NOT INTERRUPTED B7 STEPS OR Bl'
PAI�KINCa D15TRIGT.
x"�7 � ♦ ~r'" �`, wri "�u u .���u���'' ABRUPt GI�ANGES IN LEVEL EXCEEDINCs I/2 INCN 112.7 DATE PROJECT N0.
..� .�.'.
rt`, :,�.,_.__ ,�����I @��� MM)ISEE SECTION CBC IIB-3D3.2 E 3(d3.3),AND 54�ALL � � � ► ► ► PATI� OF AGGESSIBLE TRAvEL 0vm��mis is-ia8i
, ,.,. ,.
• � n BE A MINIMUM OF 48 INGI�ES 11219 MM)IN WIDtH.CBC
��� , -•ti.°r�� .� � . IIB-4m35.1 EXCEPtIONS 3. scn�E DRAWN
�a ....d • M � .
y ,( `/ 2. tNE RUNNING SLOPE OF SIDEWALKS SUi�ACES SNALL Ag s� JN/GY
4�'�����t�'iL✓.rMr ���ti^ ��1!. DIR•
� NOT BE STEEPER TNAN 1:2m l5°ro).7NE CROSS SLOPE SHEET
OF WALKINC;SUI�ACES SHALL NOt BE STEEPER TNAN
1:48 l2�'0),CBC 1184m3.3. A-1.1
PROPOSED SITE PLAN ,/s°° 1 oF SHEETS
J
(E)BACK1'ARD
Cx�NER�4L NOTES
1. All work shall be perPormad in accordance with Natlonal,State and Local regulatlone. V
Secure requlred permita.Arrange with owner and/or approprfaie pereons for service l'-0" 8-8" 8'-8" 14'-5" C
shutoffe before beginning work Idcitify and coordlnete all exleting hardware and �
c j
devlcee echeduled to remain or io be salvaged for reuee,verify wfih owner.
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2_ All b(dders submitting proposals For this work ehell flret examine the eiie(premfees) O O c��C �
and all euch condttlone ae may afFect!he work under thia contract.Fallure to exdmine 0 C'J��I�+�.�G �
L
eite will not relieve tha succasaful bidder from necesatty to provide work that may /� � in ��� � �
be requlred to compleie the work without additlonal cosi to ihe owner. 1=-1---I ��tROOM �� 21 EP Q
,v, � ,os I (CE *4 3z az �
3. Work to be performed under thfe contract ehall include all demolitlon,atte work - •
ii 21 � r 108 CE) �I �
building conetruciton,end Improvemente to the property designated in ihe 32 42 �3 _ 13 23 � EP
construci(on documente.The fnt�t of ihe conetruction contract fe to provide a new 32 41 � �
GHAMBER OR GOMI`1ERGE completaly In all reepeci wtth all work performed In a � � �
quality and workmanliks manner with ihe bullding ready For occupancy when - �� ,
construction Is compleie. � � I1-p'l p
4. Survey axisting aite 6nd buildinc�conditione wlth compllanca oF ADA ragulations and � ���IC� �j � `�'
� a c JOHN HA, AIA
upgrede as recjutred per codes.The conirector shall bring io the attention oF the '
owner any confllcta,omieeions,deletions,or errors In the drawinge and/or m gpE 106 510 LAWRENCE EXPWY.
LEGEND � ,� 1 13 23 � � � suirE # �os
epacif'Icattone,which do no!conForm to tha applfcable zonfng,code and oiher usa 32 41 � �,,,,,,,OOO,,, ,,,000,,,�,,,, SUNNYVALE, CA 94085
regulationa and/or to the AMERIGANS WITH DISABILITIES AGT and regulations � �p � � p� TEL: (408) 245-0991
Ih I I hl TEL: (408) 245-0711
promulgatad thereunder.The con{racior ehall not be Iiable to!he owner or the EXISTING WALLS TO REMAIN, REPAIR AND �� �• �'�' '�-''°
erchitect for eny demegee resultinc�From any such errore except tha!contract shell REPAINT AS REQUIRED ''? g��
� (N) 3-5/8"X 20 GA. METAL STUDS� 24"O.0 ��t OWNER:
be fully and exclueively Iiable upon f6ilure to put architect on notica of eeld 3E �� -I
AND 6"ABOVE CEILING W/ 5/8"1YPE "X"GYP. � MR. MIKE ROHDE
confifels,omiss(one,deletlona or errora. BD. BOTH SIDES(U.O.N) �"�" �
COPIER wn�ow 6, 20455 SILVERADO
B. Gontractor ehall remove from the,(ob site all cratee,packing,debrte,etc,from "�
CUPERTINO, CA 95014
kltchen ec�utpfncni.�le ahdll broom clean the bulldtng interior daily.At the completion - - �E) WALL W/5"SOUND BATT INSULATION W/ ANOTNER CEPtION 3B GO����NC�
5/8"TYPE X"GYP. BD. BOTH SIDES(U.O.N) TENANT
of the pro,Jeci,the contractor ahall leave the building cleened dust free,clean all 104 � ROOM �05 �408� 896-6601
glaea,replace any broken glaee,remove etalna,epots,marka and dir!from decorated � EXISTING EXTERIOR WINDOW 14 24 13 23
32 41 32 41
work,clean hardwere,remove paint spots from all surFacee,cleen Fixturea,and waeh all � NEW INTERIOR WINDOW,SIDELIGHT
ifle floore. � DUPLEX 110VAC OUTLET(FLOOR MOUNT)
6. If thars te a conFlict and/or errore between the plene end speclFicattona,the � DUPLEX 110VAC OUTLEf(CEILING A�OUNT) '34' � W
spsctf'Icattona ahail take procedence unleas spec�P�cally tndtcated oiherwlee by the � DUPLEX 110VAC OUTLEf � 3D �. 0
Owne�Or owner�e�epreaeniatfve.It ehall be the contrector'e responelbilliy to notlFy � 240V ELECTRICAL RECEPTICLE I FiRE EM�t�GU R i BiDE V
the owner of 4he owner'e agent oF any conflicis,omiselona deletione or errors in!he � NavE To eE iri oF �e"x�," �a'X�" L�t � �
► INTERNEf JACK 2A-ImB:c .h�oWiED W � � �
plens or apec(ficatione encountered durin9 the bidding period and ihe couree of ar.36�to 'aFF _ �
d TELEPHONE JACK � � ^ W � W
ihe construction beFore continuinc�ihe work affected. 0 N C,48LE JACK 3C �
�. Goord(nate ell demolltlon operetions with ownar Por shutdown per(ods end secjuence FE FIRE EXTINGUISHER (BY CONTRACTOR) �'�• ���C� � � � � � O
of work Proteci exieiing hardware and devlcee!o rsmain and assure contfnuing ALL PORTIONS OF THE BUILDING SHALL BE WITHIN r Wu�ow
75 FEEf OF A FIRE EXTINGUISHER.THE MINIMUM �OBB 9 �IC� � 103 � � � �
facllity operat�ons In general. SIZE OF THE FIRE EXTINGUISHER SHALL BE '
8. Remove all demoliehed materlals not scheduled for salvage and reuse,or ihose to 2-A:10-BC. MOUNTED AT+36"TO 48"A.F.F. � 10z 13 23 �71
101 i 14 24 31 41 O \ Q V/
become propariy oF the owner,locel authorliies,or utility compeny,From the site Bnd Fg� FLOOR SINK 14 24 ���'� ' 32 41 �
32 41 3A WINDOW ' � � O Q
dispoee of In eccordance with locel reguletfons.Gonfirm wfth the owner,proper �r TEMPERED GLASS
authoriiles or utlltty company all Items io be salvegad and returned to the � ^ � �
appropr�ate party.Ali Items to be turned over to ihe ownar,local auihoritlee or � LL
utiltty company,shall be proiecied during demolitton and removal and ehall be O ��� O O O O O 5
delivered to the a ro rlate art in an undama ed conditlon. B I O = W Z
pp p p y 9 � �
9. All Iteme echeduled to be salvaged for reuse,ehall be removed with care,aiored �
and proiected from damage uniil eelvaged iteme are Incorporeied in the new work It N� S'-I " � �2�-��� ���'9�� J
shall be the contractors reeponslbflity to replace an/or reetore any Iteme echeduled � ORCN � � Z �/J W
for salvage and reuee that ara damagad during the couree oF concract operations 8�0 5 W � � _
the owner ahall determine the aultabllky of theae salvaged Items For reuse fn the r+�+ Z �,/
work.
10. f'aich/repalr/reflnlsh all surfacee exposed by demolition work to maich and align with FLOOR PLAN 1/4" � � � N
exleiing ed,Jacent eurF6ces echeduled to remain and prepare to receive new i'inished �
ae apecff(ed.Work ehall Include all labor and materlals rec�ufred rendertng subetraiea =
acceptable and rscatving new Finlshee as epeclFfed In accordance wfih manufacturere HARDWARE SCF�DULE
wriitar�recommendetiona. GROUP 1 (PER DOOR) �
II. Ukien walle,columna or other eupporiing and/or bracing elemenis are scheduled For �_��2 pAIR BUTfS BB179 X 4-1/2 X4-1/2 X 10B STA
demolition,temporary struciurel eupports and bracing for ihe adjecen!constructfon 1 LOCKSET(LEVER TYPE) A40S SCH
ehell be provtded and maintafned until the permanait eupporting etrucf.ures are in place and 1 DOOR STOP W9 X 108 BBW DOOR SCHEDULE
1 CLOSER 4030 SERIES SMOOTHEE LCN REVISIONS:
able to eu�port imposed loeds. �q (E)(2)3'-0"X7'-0'X1-3/4'TEMP.GLASS STORE FRONT DOOR,ALUM.FRAME FWISH SCHEDULE
12. Terminele,cep end remove all 9bendoned electricei conduit,wlrfng boxee,BWIlCY18B,etc,plumbir�, GROUP 2 (PER DOOR)
and piping,Fixturee,etc,HVAG,ductwork controle,pip�ng,ecc.as reqWred and per code. i-i/2 Pn�R BUrrs BB179 X 4-1/2 X4-1/2 X tOB STA � 3'-0'X7'-0"Xt-3/4"SOLID WOOD DOOR,PAINTED FLOOR I cit�cot-tMENTS,o4rz4/1mi5
11.CERAMIC T1LE
13. It is the reeponstbility of the G.G.to coordinate delivery,uncreting,pos(tionin9,f'Inel hodc-up and i PRIVATE(LEVER 7YPE) L-SERIES SCH 12.SHEEf VINYL
1 DOOR STOP W9 X tOB BBW OO 3'-0"X7'-0"X1-3/4"SOL1D WOOD POCKET DOOR,PAINTED
13.CARPEf.THE COLOR WILL BE SELECTED BY OWNER
removel of tresh of ali ownere eupplied klicFfen ecjui�neni. J-MOLD O CARPEf O DOOR SILL QD 3'-0"X7'-0'X1-3/4"SOL1D CORE DOOR,PAINTED
14.HAR
14. All kitcheri equipment to be inetalled ae per manufacturere specificeiione.Refer to equfpment plan W/H.C.SIGN&S.S.KICK PtATE
&4SE
for locetion end achedule. GROUP 3 (PER DOOR) 21.6'CERAMIC TILE COVED BASE
15. Verify electricel,gae,end weter capecity for new ec�ulKxnent rec�uirements. 1 TOP TR4CK SLIDER INT�L BRAILLE SIGN 22.6"CONTINOUS COVED BASE
e
Ib. Exisiin conatruction and Finlehee to be rotecied from dama e.Ree onelble art to match 1 FWSH TYPE PULLER ADA COMPLIED TYPE 23.4"HIGH COVED RUBBER BASE
g p 9 P F' 9 1 FLUSH IYPE HANDLE ADA COMPLIED iYPE 24.4�HARD WOOD BASE
eurrounding eurPBcee ehell repdir all meleridls dem8ged. J-MOLD O CARPET 0 DOOR SILL
SELF-CLOSING TEMP. TEMP. TEA1P. W�
Il. Cs.G.to prepare all surfaces to receive new finishee per manuFacturer speclflcations.ReFer to CENTERLINE GLlSS GLASS GLASS 31.EXISTING WALL FINISH,REPPJNT WHEN NECESSARY SHEEf TITLE:
exterior and fntarior finieh echedules For materiel end color selecllons. •THE EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 LBS. OF DOOR _ 32.GIPSUM BOARD TYPE,SMOOTH FINISH,AND PAINT FLAT LATEX PROPOSED FL�OR PLAN
FOR INTERIOR DOORS. HAR WAR � 0 � 33.4'-0"FRP,AND GYPSUM BOARD NPE ABOVE,PAINT SEMI GLOSS ENAMEL
18. The contract documcnte call For certein flema!o be eupplied by the owner or ochere and Inetalled (LEVER OR � FINISH SCHEDULE
by the general coniractor.Other Items ers to be furnfehed and Inetalled by the owner or olhere,ihe PANIC BAR) � �0'H MIN. 10'H MIN. tO�H MIN. � CEILING D❑❑R & HARDWARE
general contractor ehall coord�nace the work of ell trades and cooperate in the preparatfone oP DOOR NOTES: KICK PU+TE KICK PLAlE KICK PtATE KICK PlA 41.4'-0"X2'-0"SUSPENDED ACOUSTIC CEILING TILE SCHEDULE
42.5/8"TYPE"X"GYPSUM BOARD,TAPE,TEXTURED FINISH AND PAINT GENERAL NOTES
6urf8ces,dimen6lone dnd utllltiee For work to be pGrFonned by the owner of olhers.Subcontroctore 1. THE FORCE FOR PUSHING OR PULLING OPEN INTERIOR SWINGING �q � � Op 43.41 k 42
EGRESS DOORS, OTHER THAN FIRE DOORS,SHALL NOT EXCEED 5 POUNDS
Inetalling mechanical,electrical and plumbing eervices for Food servfce ec�uipment to be Inetalled CBC 2013 SECTION 1008.1.3&SECTION 11B-404.2.9. D t 1�� r1 n/�.,,
by the owner or by others are cautioned that the rou h-In dimanelons shown on tha lans ere 2• LEVER iYPE DOOR HARDWARE. CBC 118 DIVISION 2. I�� •���� DATE PROJECT N0.
g I' 3. EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE .-� ,+, � Jc- - ;, n,+ 0�/0�/Z015 15-1481
extremely uitical.Error in locat(ng eervicee ehall be corrected by the contractor performing the WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT.CBC , �
1008.1.9. s,d w :f� r�. ,lr..':.!:��
rough-In work et no eddltionel coet to the owner. 4. MANUALLY OPERATED FLUSH BOLTS OR SURFACE BOLTS ARE NOT - I ` -. SCALE DRAWN
PERMITTED, UNLESS ANY OF THE EXCEPTIONS TO THE SECTION 1008.1.9.4 -..:�,.� ~.��--���+� AS BHOILN JH/GY
ARE MET. �;, i,,1� �-' y r.a'a:-
5. DOOR HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING `9 ��'±�-'� ;�,�.�3 r. ���w , . ,, ,,,,,,,,,,,�,� SHEET
OEVICES SHALL BE INSTALLED 34 INCHES MINIMUM AND 48°MAXIMUM ' ��V. Q I R•
ABOVE THE FINISHED FLOOR. LOCKS USED ONLY FOR SECURITY PURPOSES �� �7��,Y�r3�����^� � gy A_Z
AND NOT USED FOR NORMAL OPER4TION ARE PERMITfED AT ANY HEIGHT.
- CBC 1008.1.9.2.
- GENERAL NOTES NTs 4 DOOR � HARDWARE SCHEDULE NTs 3 FINISH SCHEDULE NTs 2 oF SHEEfS
J �
lE)T-BAR GEILINCs lE)T-BAR CEILINCs �`
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� I� � i c JOHN HA, AIA
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i 510 LAWRENCE EXP
A GYPB
OARD CEILING .
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A KICK PL TE cN.�s'-e ' I
KICK L TE
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o _ __—_. __ I I Ii SUITE # 1 05
SUNNYVALE, CA 94085
! i i TEL• (408) 245-0991
(E) 2X4 FLUORESCENT uGHT I TEL• (408) 245-0711
lE)T-BAR GEILING (E)T-BAR CEILING � TYP. J LT. I i I �, I , � , I I OWNER:
caa..s-e°
� 2X4 FLUORESCENT LIGHT � 3 I I j � I
�_ � -
MR. MIKE ROHDE
� iYP. 2 LT. (F 1) I { I� I
20455 SILVERADO
(E) 2X2 FLUORESCENT LIGHT i I' CUPERTINO, CA 95014
� iYP. U LT. i I
; u+ ,-e" li (408) 896-6601
0 LED LIGHT 15W(C-1) i i
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� � EMERGENCY UGHT(W/BATfERY&4CKUP) � I I 5 6 � 8 �� II �� j ''� I
� ExiT ucHr I �� ' - - - - � �� j ' I I� �
� � = w LJGHT SWITCH � II I i I i � I ' II I
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LIGHT SWITCH W/DIMMER i I i
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KICK PLATE 0 KIGK PLATE O , _... I,: +�3�_. ,�
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... ..-- ._._.- .....- ._ _. :V:.. � ;,;, ,> ., ..-.: REVISIONS:
!.'c..sta�..6t .9'.�.s..
INTERIOR ELEVATIONS �/2" 3 REFLECTED CEILING PLAN Fw��::�:�":�,;`����]5�•`: 3 � ` ,
- 1/4" 1 Oi crr coririeNTs,marzarzmi5
i,_m��
� n�,-ie�� i'-6"
Nic,N c,�oss '� u�+t�oss � 18"MIN.
�L PAINT�' ENAMEL PAINT�' H��-�
�ENAMEL PAMT�'
MIRROR
MIRROR /�
PAPER � a
47"CsRAB BAR 0 € SHEET iITLE:
(E)FRP PMNEL (E)PRP PAN�L DISPEN9ER (E)FRP PMNEL m
PAPER TOWEL TO�"M� ro ae�nn� so,aP ?o ae"M�. CEILING PLAN
pISPEN°vER a e u CCES�B EL ESTRO❑M
e DI R (�)�STROOM �
�°�ae eaR
� � aD ��M s � DETAILS
I �� ; x
� � _ 36"CsRAB BAR 4�"GR4B BAR � AAG �
� Z4"MIN y'•m� DATE PROJECT N0.
0
9
0 � � � v =pl -a ADAAPPfm�ED v ,,�9 �p m�/m'1/2m15 15-1481
� � £ m 0�' RJSULA FIOT 6"GER4MIG?ILE � m //"
t� b"GER4MIG tILE b'GERAMIC TILE
e - � BASE W/3/8"R4DIU8 ,.'^� BA9E W/3/8"RADI W4TER l+ND DR4M BA3E W/3/8'RADIU9 �� �u.M � SCALE DRAWN
_ Q,
_ � � I (TTP/) -'Q,' >� 60X48 CLR qg g�.{qy� JH/GY
� �-� �' I�"-18" I�_6�� O q�_9�� ��� O SHEET
c� ,�_m�, � ,,_,,� � A-21
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ACCESSIBLE RESTROOM DETAILS ,/z°° 2 aF SHE�S
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c JOHN HA, AIA
0 570 LAWRENCE EXPWY.
SUITE # 105
°' SUNNYVALE, CA 94085
TEL• (408) 245-0991
❑ �� ❑ ❑ �� �� — TEL: (408) 245-0711
lE)&IILDING 0'-0"FF OWNER:
MR. MIKE ROHDE
20455 SILVERADO
� CUPERTINO, CA 95014
�
(408) 896-6601
(E) RIGHT ELEVATION �/4" 2 (E) FRONT ELEVATION '/4" 1
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I6'-5"RIDGE � "
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— — — — — — — — I
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FMISN MAiCN EXI9iRG W I �
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9EE 87RIlGiLRAL PLAN (E) CEILItYs NEIGN7 � 0 �� O > �
— — — — — — — — — — — — — — — ——— — _ _ — — — _ 9'-0"TOP PLATE � O O U
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(N) RIGHT ELEVATION �/4" 4 �N) FRONT ELEVATION '�4" 3 V
REVISIONS:
16'-5"RIDCsE
�I G'Y GO^1MEN?S,04i24lIm15
fE)RDOF FR4MMCs
9'-0"TOP PLATE
SHEEf TITLE:
1 CE) BUILDING ELEVATI❑NS
1 CN) BUILDING ELEVATIONS
BUILDING SECTI❑N
�� - �15-���
!N)FFaONT
t�f�"'t' .. }`�t^�t �i y'r t'w ia - m ; r — PORGH (E1 BUILDMG 0 0 FF
DATE PROJECT N0.
. "r `' �'+:�
0�/0�/2015 15-1481
.. .af a C a :�o' ��1�� i i.a' t}
!�<� ��•�, .. _�'�� !�
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A8 BHOU.N JH/GY
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I I I I I 1 (E)ROOF � I �� I I I II � I i I ' I TEL• (408) 245-0991
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I I I '� I I' I OWNER:
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i � MR. MIKE ROHDE
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CUPERTINO, CA 95014
(408) 896-6601
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REVISIONS:
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(E) R❑OF PLAN
CN) R❑�F PLAN
(E)Fd00F
P� � -�15-� 7
F, n .+v.� ''r m�0l/2m15 5-�48I T N0.
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� � AS SNOILN JH/GY
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A-2.3
(E) ROOF PLAN ,/a°� � oF SHEEfS
J � l2)-3-5/8"X25 GA STUD BRAGE ATiAGd
� •(E)ROOF 87IaJCiURE�8'-m'OG.
r�in, 3/8' MAX.W/4'_0"O.C.ALiEFd�IAtINCs
ARMSTRONG STABILIZER BAR, U
2X6 WOOD BLOCKING FASTEN TO �OR�❑MESPREADINGBAPAR❑TMPONENTS 1 l2)-h0 TEK SGREIUfi �
VERTICAL METAL STUD W/3-�6
GRAB BAR(36'MIN. SCREWS(TOP,CENTER,AND ►-
� BOTfOM AT BOTH ENDS— 3"SOUND ATTENUATION
GRAB BAR(42'AIIN.) � ARMSTR�NG BLANKET V
t-i/2� CROSS TEE �
ROLL PAPER HOIDER ++
WITHOUT STOPS � 9EE PLAN
"_9" 'y'oR tX�'D ARMSTRONG SHADOW M�LDING #12 HANGER WIRE V
GRnB BAR r,in. 3/8' ANCHORED TO lE)T-BAR GEILING L
�in ��8, STRUCTURE ABOVE Q
@ 4'-0' ❑.C, TYP. 3-5/8"X20 GA METAL C
STUDS o 24"O.G. �
.�
��_m�� _ N
MIN. � ti 1-1/2'DIAM.— MAX. 8' 0
c� �
, - (3),��o SCREw 2'L roin. 3/8' ARMSTRONG STABILIZER BAR, >
- TO PROVIDE A 250L8
POiNT LOAD �OR �THER SUITABLE SYSTEM, ��5EE PLAN
T❑ KEEP PERIMETER COMPONENTS 5/8"T7PE'x'GTP.BD. O
FROM SPREADING APART. "1m TEK 9CREW�6"O.G.
AT EDCsE�12"O.G.AT FIELD c JOHN HA, AIA
ARMSTR�NG —
MAIN BEAM � � 0 5ie��W/R GYP.BD. 510 LAWRENCE EXPWY.
ARMSTRONG SUITE # 105
ARMSTRONG SHADOW MOLDING CR�SS TEE SUNNYVALE, CA 94085
roln, 3/8' Min 3�8, ARMSTR�NG STABILIZER BAR, TYPICAL 3-5/8"x2m GA STL STUD TEL: (408) 245-0991
'' M�n ��8" �0 �EEPRPERIMEBER SYSTEM, TEL• (408) 245-0711
WITH 5/8"TYPE"X"GYP.BD.
COMPONENTS FROM EACN SIDE
SPREADING APART, owNER:
SEISMIC DETAIL CAT. CDEF 3�� 5 MR. MIKE ROHDE
' , TYP.BASE(SEE FINISH) 20455 SILVERADO
e p I/4"POUIDER DRIVEN FASTENER CUPERTINO, CA 9501 4
��� ►R� ARMSTR�NG STABILIZER BAR, ARMSTR�NG STABILIZER BAR,
e �� �; (408) 896-6601
� OR OTHER SUITABLE SYSTEM, ❑R ❑THER SUITABLE SYSTEM,
_.t�--�rv..-_.._.__.._.-,�,�__..:_.._..._,_:_.�,-�ri,,,=_'..;_..,,_,_:.;�=:�.:,�_.:-.:._:__...-y;,,_-�_�.__.__,:;=_ ---'� TO KEEP PERIMETER COMPONENTS T❑ KEEP PERIMETER COMP�NENTS RtAAIER GNANNEL
_..--.......__.._�...__
ACCESSORIES MOUNTING HEIGHT FROM SPREADING APART, FROM SPREADING APART,
ARMSTRONG ExISTING STRUCTURE
ANGLE M�LDI
GRAP BAR SHALL HAVE A GRIPPING SURFACE WITH A DIAMETER
OR i-Ya"TC 1-Yp"LOCATcD WITH A SPACE BETWEEN THE WALL
AND GRAB BAR OF 1-Yz".CBC�1i58.7.t. ARMSTR�NG MSTR❑ ARMSTRONG TYP. PARTITION WALL DETAIL 3�� ♦ ,
MAIN BEA MAIN BEAM MAIN BEAM �
Min. 3/4' AT UN-ATTACHED WALLS � �
r�in. 2' � � �
�"MIN � W W O
5/D"G7P.BD. �
ARMSTRONG STABIL BOTN 81DE8
❑R ❑THER SUITABLE SYSTEM,
TO KEEP PERIMETER COMP�NENTS � W � �
r� ° FROM SPREADING APART, e��en°e O � Q
ARMSTRONG
°'E �� € `ANGLE MOLDI a�unn��aP a+ U O O Q
�-Q�,i � / OR BTEEL FR.M1E
@� IWEEICLE I� i ARMSTR�NG CR�SSR�TEE ARMSTR�NG ��a�ru�i eo�T� � � �
alg CR�SS TE CR�SS TEE � �
B" , b" O 5
i MIN MA)t. roin. 3/4' AT UN-ATTACHED WALLS °O°R G W` Z
- � I��� /
MIN Min. Z' � � � �
� 2'-b" � �E CLEARANGE FOR TNE LAVA70RIE8 � �J � W
SNALL BE GGt�IRI'1ED TO GBG 11158.43 3�� 6 INTERIOR DOOR JAM "Ts 2 m Q � j
� "�"� � STABILIZER BAR INSTALLATION Z U
25 GAG. STEEL STUD '°�+.v'TEw�su�Twr� Fi�ewr.z°�°Rno�. �
�COMPRESSI�N POST WITNM3^cFeacucora�Ro� ca++Ea�ac�.pxt� W
LKaNT FIXTURE.9PLAY WREB °.AIPPORf WIRE AT DIACONAL
@ MAX, 12'-0' ❑,C, EACH WAY AB 9FIWN AND FA9fEN 70 FAGE COF�IERB OF EACN FIxNRE. � � N
Gf ROOF R1RLM OR BEM1 WI7N ?NREE P�1LL WiAP9 MMiMIH
Q. NO?E: Kd RMG BNMK NAIL.MM.OF FIXIURE&JPPORT WRE 9UPPLIEB
WISEX BMIIiART FAGILI?IE8 SNALL BE ' ~ 3 WRE TJIaJB EACN CGMgCTION AND FMYa 81'T-BAR CGN?R4GTOR �
IDEN7IFIED BY A CIRCLE,V4 MGH(6.4 12GA. HANGER W IRE PpMT.WRE Sl1PPOKfB BY rtax.Fi�urr.n'
� nn�naiac aNp n�ac�rru M HANGER WIRE @ MAX, 12'-0' ❑.C.
DI,M1E?ER WIiN A I/4 MCFI f6.4 hM) 45° OY' �P55 ACOUBTICAL CEILING CGNTRACTOR I _
tNIdC TRIANGLE&1PERR1P08ED ON TNE 45' Or l2 5 �� V
CIIZCLE AND UkiHM iHE 17-RJLFI(3�5 f
PT1)DIMIETER THE TRIMY+LE 9YMBOL
s�a��co�r�xasT wTM r�ci� ARMSTRONG
BYMBOL,EITNER LIGH7 ON A DAFlC
BACKGImIND OR DAPoC ON A LKaNT MAIN BEAM 2��
IE8iN00M eaacc,raallo.tNE ctrsLE srneoL ARMSTRONG �'., .;%'
.,,.�, �,���^ su,��co�t��st wTM r��oo� 0 REVISIONS:
�CROSS TEE
�. EIiNERLK+NiONADARKBACKGfd�WD 45° or less 45° or less
OR DARK ON A LKaNT BACKGF37UND.
.' '•., MAMFil�JER
GBC 1115Bb3.
0 0 o ARMSTR�NG
���� p��� CROSS TEE� i cirY cottirlENts,ma�2a�mi5
RECEBBED RUOR6CENT
�. FIXIURE
� TYP.b BGREW9•
ARMSTRONG °�81��`°TM� cFeoss tees
EXPANSI�N JOINT MAIN BEAM rwM�raE
BY ❑THERS �
ACCESSIBLE RESTROOM STANDARD NTs 9 COMPRESSION POST AND SPLAY WIRE INSTALLATION 3" 7 TYP. T—BAR LIGHT SUPPORT "Ts 3
(E)CEILING JqST,C/L OR PURUN SHEET TITLE:
MIN.4%OR 27(8 BI.00KINC
WOOD S(ItEW(2)�(e x114� ARCHITECTURAL DETAILS
•,` � 1 J�'SHEET METAL HANGER
STRAPS,GA26,4'-0'O.C.11A7(.
.i
'•.� •.� I II
INSULATED
•,� FLEX.SHEET METAL DUCT MAX. SUPPLY DUCT
.�`
� ��l��� /7 +,,�
�...�a.���.:��E��,�,a,., � ;.c� , w 0%0�/2m15 5-�qgCT N0.
..� � '�,�:�'�.Y::�vi�.:,.� 8'MR
.�U y n Cr,�s E1s '�i ���' � °`` �3'..,i �
�_�'::'.,re
��`��„r_s / e•nnx DUCT STRAP(TYP.) � � SCA�E DRAWN
,..�r;-,� �..,r,_,,,,,e��.�y�l ,��, CAT DEF UNATTACHED BERC 2
� `�aG � � � v» � � ,�,,, SOUARE TAD PTER ❑ (SIDEPEN7F2Y ALiERNAiE) �sHa�l JH/GY
4`9�4i 1 d/1� a�;.":�:�.. �•.� SHEET
� ^^ �.-� CAT DEF ATTACHED BERC 2
�+Q `� `.f R1:ti .<•�i.F _1>�_._� 1-f���. �,!i R. •,,� ,�� ✓ � �— CEILING
� '��� ���` A-3
u '•,� CEILING DIFFUSER
. BRACING DETAIL 3�° 8 CEILING DIFFUSER DETAIL NTs 4 oF SHEETS
(E)BAGKYARD
�
RECEPTACLES & SWITCF�S NSTALLATION
U
C
I. GONDITIONS WHICH MA7 AFFECT GONTR4GTOR WORK PRIOR TO SUBMIT?INCs BID. -
GGNTR4GTOR SHALL VERIFY ALL ELEGTRIGAL U10RK SHOU�I EXITINCs AND SHALL INGLUDE ��/
ALL NEGESSARY LA60R AND MATERIALS IN HIS PROPOSAL TO GOf�WEGT SERVIGES AND ��� O � � � STOIv�E �(�( �
LICsNTINCs GIRGUITS?O PROVIDE R1LLY OPER4TIONAL SYSTEMS.ANY DISGREPANGIES NOTED / \ �y �
SHALL BE�PORTED TO THE ARGHITEGT PRIOR TO BID 1 PRIOR TO GON57RUGTION. EXISTING WALLS TO REMAIN, REPAIR AND �STR�OM � � fE1 �
2. ALL GONDUGTORS FOR HVAC UNIT GONNEG710N5 SHALL BE GOPPER ELEGTRICAL. REPAINT AS RE4UIRED / �IC��� � EP L
GONTRQGTOR SNALL vERIFY WIRE AND GONDUIT SIZE WITH MEGHANIGAL CONTRAGTOR � (N) 3-5/e"X 20 GA. MEfAL STUDS�24"O.0 � � / � V
PRIOR TO ROUCsH-IN OF ELECTRIGAL. AND 6"ABOVE CEILING W/ 5/8"TYPE "X"GYP. /� � 8 // �E� i
BD. BOTH SIDES (U.O.N) � Q
3. ROOF MOUNTED EQUIPMENT LOGATIONS SNOUA�1 ARE APPROXIMATE GONTR4CTOR TO YERIFY \ �/� �
EXAGT EQUIFMENT LOGATIONS.�$ITE � � (E)WALL W/5"SOUND BATf INSULATION W/ !E)�����
� ��
5/8"TYPE X"GYP. BD. BOTH SIDES (U.O.N) la, ,wJe � �__r� Q
4. NO GONDUIT SHALL BE RUN ON ROOF.APPROPRIATE ROOF JACKS SHALL BE PROVIDED �fl
FOR ALL ROOF PENETRQTIONS.COORDINATE WITN MEGNL�NIGAL GONTRACTOR AT JOB SITE. � EXISTING EXTERIOR WINDOW � �g re�ac wir h
ENTER UNITS WITHIN ROOF GURBS WHERE P0591BLE.ELEGTRIGAL GONTRAGTOR SHALL BE � NEW INTERIOR WINDOW,SIDELIGHT �ICE � � � �
RESPONSIBLE FOR GORREGTL7 LOGATINCa ROOF PENETRATIONS. �nu,�,� �n >
� DUPLEX 110VAC OUTLEf(FLOOR MOUNT) � 6 � IN I � H� / O
5. LOGA7f NEMA 3R ROOF REGEPTACLES SO THAT NO MEGHANIGAL UNIT IS FURTHER THAN 20' � DUPLEX 110VAC OUTLEf(CEIl1NG MOUNT) \ � ��0� 'd�
FROM A�GEf'TAGLE.PROVIDE ALL NEGESSARY HARDWA�FOR RECEPTAGLE OUTLET
���. � DUPLEX 1 tOVAC OUTLET 1I �� � µ n� ,�,n � c JOHN#HA, AIA
6. RE�R TO MECHANICAL DRAWINCs FOR CONTROL WIRINCs.ELECTRIGAL GONTRAGTOR SNALL � 240V ELECTRICAL RECEPTICLE ���___ Ip� 1�u I SUO E AWRE�SCE EXPWY.
PROVIDE GONDUIT ON ROOF PENE7RATIONS FOR GONTROL WIRINCs AS REG�UI�D. �- INTERNET JACK I I SUNNYVALE, CA 94085
COORDINATE WITH MEGNANIGAL CONTRQCTOR AT JOB SITE. d TELEPHONE JaCK �?, � TEL: (408) 245-0991
�. ALL GONDUCTORS ARE TO BE COPPER WITH TYPE TNHN INSULATION.PROYIDE QUALITY 6 N CABLE JnCK �I I I I TEL• (408) 245-071 1
�L ,
WIRE9 AS�QUII�ED.USE'12 AU1G MIN.U.ON. FE FIRE EXTINGUISHER (BY CONTRACTOR) �
ALL PORTIONS OF THE BUILDING SHALL BE WITHIN \ \ OWN :
8. ALL ELEGTRIGAL DISTRIBU710N AND OvER GURRENT PROTECTION EQUIPMENT MUST MEET OR 75 FEET OF A FIRE EXTINGUISHER.THE MINIMUM ANOtNER RECEPTION GONFERENCE � MR. MIKE ROHDE
EXGEED 7HE MINIMUM SHORT GIRGUIT CURRENT R.4TINCs GALGULATED BASED UPON THE SIZE OF THE FIRE EXTINGUISHER SHALL BE TEN�4NT � ROOM,
AGTUAL R4TINCs SUPPLIED BY THE UTILITIES. 2-A:�0-BC. MOUNTED AT +36"70 48"A.F.F. /� 20455 SILVERADO
CUPERTINO, CA 95014
9. ALL ELEGTRIGAL EQUIPMENT AND DEVIGES ARE TO BE NEW AND BEAR UNDERWRITERS FS� F�ooR SINK �
LABOR.4TOR1'LABEL(U.L.) OT TEMPERED GLASS � � �408� H96-6F>O1
s
10. ALL UIDRK PEf�Of�'1ED SNALL GOMPLY WITN THE 2013 CE.C.ALL OTNER APPLICABLE STATE ,�� 6
AND LOCAL CODES STANDARDS.
Il. GGNTR4CTOR TO PROYIDE ALL MATERIALS AND LABOR FOR A COMPLETE AND OPER4BLE NOTE: ��
SYSTEM. � �
• DOUBLE GROUNDED WIRE t GONDUIT e ALL
12. IUNE�CsROUPED TOCsETHER,INSTALL TELEPNONE AND ELECTRIGAL WALL DEVIGES AT b" DENTAL OPER.4?ORIES PER NEG 51�-50(BXU � U
CENTER TO GENTER,U.ON. \ �
• ALL ELEGTRIGAL WI�S SHOULD BE IN GONDUI7
13. FOR OUTLETS INDIGATED AT SPEGIAL MOUNTINCs HEICsNTS,THE HEICsHT DIMEN510N IS �
MEASURED FROM THE FINISN FLOOR TO THE GENTER LINE OF THE OUTLE7 hfEASURED • ALL ELEGTRIGAL UIORK BHALL GOMPLT WITH THE I \\ OFFICE *I ��IGE �// � � W
VERTICALLY. 2�2 NATIONAL ELECTRIGAL CADE A5 AMENPED y�O�BY � �� �
BY TNE 2013 CALIFOF3dIA ELECTRICAL GOpE. \ /// ` I � � W O
14. ALL FLUORESCEN?FIXTURES SNALL HAvE ENEFd'sY SAVING BALLASTS AND ENEF�iY SAVINCs
LAMPS. 1 // � `
15. ALL PENETRATIONS OF FIRE R4TED GONSTRUGTION SHALL GOMPLY WITH THE 20I3 G$.G. NOTE: � 4 / / �
REQIJIREMENTS. • ALL ELEGTRIGAL WORK SHALL COI"IPLI'W/TNE 2008 O > �
NATIONAL ELEGTRICAL CODE A5 AMENDED BY THE
Ib. ALL GALLED OU7 AS SUt'�FAGE MOUN?ED SHALL BE SEGURELY ATTAGHED TO?HE BUILDINCa 2013 GALIFOfd�IIA ELEG7IGAL CADE. �m� O Q �
$TRUGTU�WITHOUT EXCEPTION. �
• THE BOTTOM OF TNE REGEPTACLE OUTLET BOX SHALL
I�. TELEPNONE CONDUIT SHALL BE MIN.OF 3/4"GONDUIT FOR SINGLE OUTLETS AND MIN.I" NOT BE LESS THAN FIFTEEN INGNES ABOVE FINISHED �
CGNDUIT FOR pUAL(2J OIITLE?S WITH A MAX.OF 2 OU7LETS PER FdJN. F��R N) �)j�_ � � W Z
18. ALL CsROUNDINCs FOR ANY PURPOSE SHALL BE DONE.IN STRIGT COMPLIANCE WITH ARTIGLE • THE TOP OF THE OIJTLE?BOk FOR GONTROLS AND �PORCH � b w /�`� �oi5-/7 _ _ _ O `
'150 OF THE CALIFOra?�IIA ELECTRIGAL CODE(GE.G.J SWITGNES SHALL NOT BE MORE THAN PORTY-EICsNT � " /
s.�;• � �
INCHES ABOVE FINI$NED FLOOR �� •y'• � ��y h��`
19. TEST ALL ELEGTRICAL SYSTEMS AS A UIHOLE AT GOMPLETION OF U1DRK TO THE t� .� � �' �} � � � W
�� .�__ , _...�.�.���.,�.� Z
SATISFAGTION OF THE OILNER AND ARGHITEGT. ,, "" W
..i�.'.� : '„._'i n-
20.GOORDINATE ALL WORK WITN OTHER TRADES FOR THE EXTENT OF WORK AND OTHER { ,`�'�" �--_, 1 m � � �
r�c�ica��Q�ir��T ELECTRICAL POWER PLAN .`i: , �; ,.°:a :.: '•�-=` Z � U
21. PROVIDE ALL REQUIRED DEVIGES AND EQUIPMENT FOR COMPLETE AND OPER4BLE �
- . .,... • • � N
ELEGTRIGAL SYSTEM. Q �
22.ALL GONPUI7 SHALL BE GONGEALED.MINIMUM SIZE SHALL BE I/2"TR4PE SIZE.EMT SNALL T
BE USED IN HUNG GEILINCsS AND NON-MA90NRY WALLS.INSTALLATION OF ALL FLEXIBLE
METAL CONDUIT SHALL BE IN AGGORDANGE WITH NEG-350.GONDUIT PENETRATIONS FROM
OUTSIDE WALLS SHALL BE WATERPRDOFED. TYPE__ __, 120 208 VOLT i PHASE 3 WIRE T1PE______ 120 240 VOLT 3 PHASE 4 WIRE
MOUNTING SURFACE PANEL P2 150 A.MAIN BREAKER 150 A.BUS LOCAl10N: ROOF PANEL P1 150 A.MAIN BREAKER 150 A.BUS
23.MOUNT BOXES TO SUILDINCs STRl1GTURE WITH SUPPORTINCs FAGILITIES INDEPENDENT OF LOAD=VOLT x AMPS KT. HAS KT. LOAD=VOLT x AMPS LOAD=VOLT x AMPS KT. PHASE KT. BKR LOAD=VOLT x AMPS
R4GEWAYS ENTERINCs OR LEAVINCs BOXES.9ET BOXES SG2UARE AND TRIJE WITN BUILDING Ra1E DESCRIPTION A B POLE N0. A B N0. POLE A B DESCRIPTION DESCRIPTION A B C POLE N0. A B C N0. POLE A B C DESCRIPTION
FINISH. -
�.._.- -
(E)lJ(3i11NG _800 ;20 1 1 2 20 1 1000 IE)RECEPTCLE SPARE , _._._ `..._.._._.__._� � 2 _._._.__ -.-_.--_1 ��E REVISIONS:
24.GOLOR GODE CANDUGTORS TO MATCH GOLOR CADINCs A5 IN AGGORDANGE WITN TNE UTY (E) M (E)ucHnNc 800 2o t 3 a 2o t i t000 (E)RECEPTp.E sautE ____ ! 3 a ��
ELEGTRICAL O�INANGE. (E)ucr+nNc eoo �20 1 5 6 20 1 1000 . _ (E)RECEPTpE SPARE i V i _ ___ 5 6 i_.__.._ ____ __._.._ GITY COMMENT5,m4/14/2015
-.....� ---- . �:
SPARE �
25,vE121FY EXISTING GONDITIONS IN THE FIELD.INSTALL NEW WORK AND GONNEGT TO EXISTINCs (E)ucNnNc 800 20 1 7 8 2o t i_,�,_ t000 (E)WT DOOR RECEPTCLE sPn�E a 7 8 ? ��E �
AR
UIORK WITH MINIMUM IN7ERFERENCE. (E)REc�ra.� ' 1000 � 20 1 9 10 20 1 1000 I (E)RECEPTqE SPARE 9 10 T ' -� ��E
(E)RECEPTCLE i i 1000 20 1 11 12 20 1!-- 1000 (E)COPY MACHINE SPARE f '...__.....-._ -_.._-� 11 12 :. � ! ��E
26.ALL HALL SUIITGHES SHALL BE MOUNTED AT A MAX.OF 48"ABOVE FINISNEP FLOOR�LESS (E)RECEPTq.E t000 i 2D � �3 t4 20 1 1000 = (E)RECEPTCIE sP�te � t3 14 ao 2350 � (E)AC UNIT/I
OTNERWISE.NOTED ALL REGEPTAGLES SHALL BE MOUNTED AT A MIN.OF 15"ABOVE �E� �� (E)5CN h WTSIOE 11GHTING j �QpQ 2o t t5 �s 20 �_...___._._ t000 (E)1EtFPHONE sPute ;___,__ _�� �5 16 2350 (E)AC UNIT/1
FINISHED FLOOR UNLESS O?HERWISE NOTED. ____._ _.___
Ibm/3P 190/IP (E)CVU 1000 20 1 i7 18 20 1 1000 '_ � (E)AIICROWA�E SPARE _ _. _.�... _._..__._. 17 18 3 :_._ 2350 (E)AC UNIT n
2l.ALL WIRINCs DEvIGES SHALL 6E SPEGIFIGATION GR4DE AS MANUFAGTU�D BT HUBBEL, �� t000 2o t 19 Z� 2� � �000 � ��E � t9 20 � ��E
SIERRA OR LEVITGN. lg)'�/0 ll)� �� 21 22 sru� sa�tE ' �_ __ 2t 22 ��
� � SPARE (� 23 24 � �� SPARE 23 24 �i ��E
28.GGNTRAGTOR SHALL GOORDINATE EXAGT LOGATION 1 HEIGHT OF ALL DEVIGES WITH Spq� pg 26 sPARE SPutE : 25 26 30 1800 ? (E)AC uNit a
APPROVED CABINETRY<SHELvINCs DRAWINCsS PRIOR TO ROUGH-IN. � sHEEr nr�:
fE) lE) SPnRE 27 28 ` SVARE SPARE � ` � 27 28 1 1800 (E)nc uNIT(2
-- -__-�__.--, _._._..__. ELEC, P❑WER PLAN
�9.RECEPTACLE ELEVATION MINIMUM 15"GENTER AFF. f-OR OU?LETS ON GKT'S OF 30 AMPEI2ES PAPEL PArEL �� 2s 3� s�� srut� _ zs 30 3 teoo (E)AC UNIT/2 SINGLE LINE DIAGRAM
OR LESS. p � s�'`r� 3� 32 s�'� scu�E 3i 3z �"�E ELEC. PANEL SCHEDULE
�u� 33 � s�^'� sru�E ' , 33 �a �"�E ELEC, GENERAL N❑TES
30.PROVIDE ONE 120 vOLT REGEPTAGLE LOGATED WI?HIN 25FT OF EQUIPMENT FOR SERVICE �p� 35 36 Sanr�E sPatE � _
' 35 35 SPARE
AND MAINTENANGE PURPOSES.
SFME 37 38 SPARE SPARE -. ""�( .�_ 37 38 SPARE
31. REGEPTAGLE f15,2fd30 AMPERE)OUTLE7S�QI11�D BY SEG210-52(A),lB),(C),SNALL BE � N0.
SPARE � 39 � ' --- SPARE �nRE ; ; 39 40 � � SPARE
__. .._ �._._._._�_.,.___.__ 41 42 _._..._ __---- DATE PROJECT
INSTALLED NOT LESS TNAN 15 INGHESABOVE THE PINISNED FLOOR,2013 GEG,TITLE-24,PART sPr�RE 41 42 �� S��RE ��
3 SEG.210-50 lE). q6pp qepp 5000 4200 0 0 0 4150 4150 4150 mvm�rtmi5 15-lael
32.SWITCHES,GONTROLS,ETG.USED POR TNE OPERATION OF LIGHTINCs,HEATING,GOOLINCs, TOTAL 1e•� KVA TOTAL �� A TOTAL �Z.<5 KVA TOTAL sca� DRnwN
VENTILATION EQUIPEMENT SHALL BE INSTALLED N07 MO�TNAN 48 INGNES ABOvE TNE 34� A
A9 SHOILN JH/GT
FINISH FLOOR,2013 GEC,TITLE-�4,PART 3 SEG.380-8CG).
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T-24 ENERGY
COMPLIANCE—ELECTRICAL
Pr�— .�/s—/ �
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/`� • DATE PROJECT N0.
' ,. . ...._. .�i�.�/w�L . ,.. m'I/m1/2m15 15-1481
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. E—4
. T-24 ENERGY COMPLIANCE-ELECTRICAL (2) "Ts � °` S"E�S
J
MECHANCAL MAt�ATORY W�ASUFt�� NOTES
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ANY APf°LIANGE POR W4-IIGH THERE IS A GALIFORNIA S?ANDRAP ESTABL15HEp IN TNE CE�ING LEGEf� '� ' �' I i I _ �
APPLIANGE.EFFIGIENG7 STANDARpS MAY BE INSTALLED ONLY IF?HE MANUFAGTURER Q �� 8• IO' ''� , ' I �
HAS GERTIFIQD TO THE ENEA'sY GOMMISSION,AS SPEGIFIED IN TNOSE I�CsULATIONS,THAT �e CFM I��p III �
7HE APPLIANGE GOMPLIES WINT THE APPLIGABLE ST,eNDARD FOR THAT APPLIANGE. � II'I
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INGLUDED A�ROOM AIR GONDETIONER GENTRAL AIR CONDItIONING HEAT PUMPS WItH �� TI (E)2xa T-BnR CEiuNG �I I I , I I I �
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GOOLINCs GAPAGITY OF 135,000 BTUMR OR MORE APPLY TO HEATINCs PEfdOrd'1ANCE), ! � I �
7 C RJ13�lAGES WITH INPU7 R.4TE LESS 7HAN 40D B7U/HR BOILERS WALL � � � �pooR I ' a
O FdER EN?R.4L �0 �I �
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FUf�IAGES FLOOR�ll�lAGES,ROOM HEATERS UNIT HEATEERS AND DUGT FURJAGES SHALL i crPBonRo cEiuNc I �� �
, , , � ,mm II ' —
Y � I ' '�n
ANUFAGTU R TO GOMPL � I
I T TH Y I Y ITS M RE i .
NA BEEN GERTIF ED O E ENERCs GOMMISS ON B I
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E 2X4 FLUORESCENT LIGHT ' ' � — � II I � I� N
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ITI MAY INSTALLEP ONLY IF THE II >
OWINCs SPACE-GOND ONINCs QIJIPMENT 6E �I
THE FOLL E � I �I
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MANUFAGTUi2�R NAS GERTIFIEp THAT THE EQUIPMENT MEE?S OR EXGEEDS ALL n'P• 3 L7. � I I
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A IGA LE EFFIGIENG7 REQUIRESMEN7S LIS7ED IN SEGTION 112 OF 7HE 7NE STANDARPS: , I
PPL B � I I I I II '�
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TWHR LL �� C
AI 1710NER5 NEAT PUMPS AND GONDENSINCs UNITS f2 ,�008
ALL R GOND � -� �
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G�41 ALL CsAS-FIREp BOILERS IQ 300 00 B R
WATER LLERS � I i
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I� , I i I � I I 8 510 LAWRENCE EXPWY.
BOILERS i��28�0 BTU/HRf AND ALL WARM AIR Fl1RNAGES ANp GOMBINATION WAF211 AIR (E) 2X2 FLUORESCENT LIGHT ,
FUI�IAGES/AIR-GONDItIONINCs UNITS I�225,00 B?U/HR FAN TYPE GEN?R4L WRNAGES T�'P. U L7. ' � , � II I SUITE # 105
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SHAL NOT HAvE A PILOT LIGTH. � I I �
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M RE B Y HT W BA E ��
PIPINCs,EXGEPT TNOSE GONvEYINCs FLUIDS AT TE PERA �3 EMERGENC uc ( / ) I I �� i �2 I i
FA�NHEIT AND 105 DECs�ES FARENHEIT,OR WITHIN?HE HVAG EGlUIPMENT SNALL BE � EXIT LIGHT I
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INSULATED IN AGGORDANGE WITN STANpARpS SEGTIGN 123. I I I � I I
s,y LIGHT SWITCH � �� �
MR. MIKE ROHDE
� �„M LIGHT SWITCH W/MOTION SENSOR � �
? S D �i i �i 20455 SILVERADO
? G7 INS ALLED EALED
AIR NANDLINCs DUG7 SYSTEMS SHALL BE CONS RU ED, I
LIGHT S
WITCH W DIMMER
u. / c� ,� 95014
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TH UNIFOrsT'1 MEGHANICAL CODE D � I CUPERT
vl IN CNAPTER IO OF E �
INSU ATED AS PRO PED I'� a
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SUPPLY AIR REGISTER I �� �
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408 896
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TED PER GALIFO�lIA SAFET7 CODE I
TI 9YSTEMS SNALL BE DOGUMEN � i �
ALL vENTILLA ON '
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TI ATION R4TE5 '
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ITITLE 8,SECTIGN 5142Cb))TO BE PROVIDINCs THE MINIMUM REQUIRED VEN L Q ExHAUST FAN . _��_ . I W
AS pE7Ef�'11NED USINCs ONE OF THE POLLOWINCs PROGEDURES: ! � I , ♦
(E) EXISTING �I � � )
(U AIR BALANGINCs:ALL SPACE-GONDITIONING AND YENTILATION SYSTEMS SHALL BE (R) RE�oCnrED '� I Ii 6 I I I , ��
N NEW I I �, � , �. �, � �
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TH S PLANS IN AGCARDANGE WITH?NE I �
TH QUANTITI S SPEGFIED IN E E , II �
BALANGED TO E E
I TAL BALANGINCs BUREAU INEBB)PROGEDUR4L STANDARDS 11983), , I LLJ
NATIONAL ENV RONMEN � � i i W
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AIR BALANGE GOUNGIL IAABCJ NATIONAL STANDARDS(1989L ' ' . , �
ASSOCIATfD I I
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C2) OUTSIDE AIR GERTIFIGATION:THE SYSTEM SHALL PROVIDE THE MINIMUM OUTSIDE AIR I , � �
; I W 0
u,aNica i I � � I
A IGENSED G20 MEG L _ �
AN SH L BE L
I A INCsS D L �
AS SHOU.N ON TNE MECNAN G L DRAW , �
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l3) OUTSIDE AIR MEASUREMENT:THE SYSTEM SHALL BE EQUIPED WITN A GALIBR4TED �'����5'y� � O O Q
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I ON A ,. . .
LOCAL OR REMOTE DEvIGE GAPABLE OF MEASURINCs THE QUANTITY OF OUTSIDE A R , ,
GGNTINUOUS BASIS AND DISPLAYING TNAT QUAN7ITY ON A READILY AGGESSIBLE DISPLAY � ''-• - � � � �
DEVIGE. , .� �{.�+,,, _ .. L,L �
..- r � 0
l4) ANOTHER METHOD APPROvED BY THE ENE�sY COP1MISSION. � ' " O � W ?
, \:a�is. .�1 a=r 3`... � ..... . . . ,._.. �...�rm.yar.rw.....
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EAGH SpAGE-GONpITIONINCs SYSTEM SERVING BIJILDINCs TYPES AS OFFIGES AND HVAC PLAN 1/4"
1 � W O
MANL�ACTURINCs FAGILI71ES IAND ALL OTHERS NOT EXPLICITLY EXEMPTS FROM THE
REQt,IIREi"IENTS OF SEGTION 112CD)SHALL BE INSTALLED WITH AN AUTOMATIC TIME SWITGN Q � N
WITH AN AGGGESSIBLE MANUAL OVERRIDE THAT ALLOWS OPER4TION OF THE SYSTEM ���
DURINCs OFF-NOURS FOR UP TO FOUR HOURS.THE TIME SWITCH SHALL BE GAPABLE OF 9ERVICE WATBi FfATNO 3Y3TEM �
PROGRAMMINCs DIFFERENT SGHEDULES FOR WEEKDAYS AND WEEKENDSt AND NAS CONTROLS SHALL BE PROVIDED TO ALLOUI OUTSIDE AIR DAMPERS OR DEYIGES TO BE OPERATED AT THE vENTILATION ♦ ,
PROCsR4M BACKUP GAPABILITIES TNA7 PREvENT TNE LOSS OF THE DEvIGE'S PROCsRAM Rl+TES AS SPECIFIED IN THES PLANS. THE FOLLOWING SERVIGE WATER HEATINCs SYSTEMS AND EQUIPMENT MAY BE INSTALLED ONLY IF THE v
AND TIME SETTING FOR AT LEAST Im NOURS IF POWER IS INTERRl1PTED. CSR,4vITY OR AUTOMATIG DAMPERS INTERLOGKED AND CL05ED ON FAN SHUTDOU.N SHALL BE PROVIDED ON THE OUTSIDE MANUFAGTURER HA5 GERTIFIED THAT THE EGIUIPMENT MEETS OR EXGEEDS ALL APPLICABLE EFFIGIENGY
AIR IN7AKES AND DISGNARfsES OF ALL SPACE-GONDITIONINCs AND EkHAUST SYSTEMS. REQUIREMENTS LISTED I N TNE APPLIANGE EFFIGIENCY RECsULATIONS OR APPENDIX B,TABLE B-9.
EACN SPAGE-CONDITIONINCs SYSTEM 9NALL BE INSTALLED WITN AN OGCUPANGY SEN50R
TO GONTROL 7NE OPERATINCs PERIOD OF TNE SYSTEM. ALL GR4VITY vENTILATINCs SYSTEMS SNALL BE PROVIDED WITH AUTOMATIG OR READILY AGGESSIBLE MANUALLY UNFIRED SERVIGE WATER HEATER STOR.QCsE TA�UCS AND BACKl1P TANKS FOR SOLAR WATER HEATING REVISIONS:
OPER4TED DAMPERS IN ALL OPENINGS TO TNE OUT9IDE,EXGEPT FOR COMBUSTION AIR OPENINCsS.
SYSTEMS SHALL HAYE EITHER:
EAGH SPAGE-GONDITIONINCs 5Y9TEM SHALL BE INSTALLED WITH GONTROLS 7HAT THE MEGHANIGAL CONTRAG70R SHALL GOMPLY WITN ALL 1991 UNIFOI�I'1 BIlILDINCs GODE,UNIFOrci'1 MECNANIGAL CADE, � EXTERNAL INSULA710N WITH AN INSTALLED R-VALUE OF AT LEAST R-12t INTEt3�lAL AND EXTERNAL
TEMPORARILY�START AND TEMPORQRILY OPERATE THE SYSTEM AS REGxJIRED TO STATE,FEDERAL SAFETY,LOCAL GODES,OGCUPATIONAL AND HEALTH STANDARDS,AND NATIONAL ELEGTRIGAL GODE. i urr coririENts,oaaai2mis
INSIJLATION WITN A GOMBINED R-vALUE OF AT LEAST R-I6!OR
MAINTAIN A SETBAGK HEATINCs TNERMOSTAT SETPOINT.
ALL NVAC DUG7UlORK,EGlUIPMENT AND CONTROLS SNALL MEET THE TITLE 24 OF THE GALIFOF2NIA ADMINISTRATION GODE. � SUFF�CIENT IN�l.1LATION SO THAT THE HEAT LOSS OF THE TANK SUI�FAGE BASED ON AN 80 PERC
FARENHEIT WATER TEMPERATU�DIFFERENGE SHALL BE LESS THAN 65 BTU/NR/SF.
EAGH SPAGING-GONDITIONINCs SYSTEM SNALL BE INSTALLED WITN CONTROLS TNAT
TEMPORARIL7 f2ESTART AND TEMPOR4RILY OPERATE TNE SYSTEM AS REQUIRED TO ALL HEA71NCs,VENTILATINCs t AIR CONDITIONINCs SYSTEMS SHALL BE PROVIDED WI?H AN AUTOMATIC SETBAGK
TEMPER4TURE CONTROL WNICH 19 GAPABLE OF AT LEAST TU10 SETBAGK SETTINGS IN A 24 HR PERIOD. IF A GIRGULATINCs HOT WATER S7STEM IS INSTALLED,IT SHALL HAVE A GONTROL GAPABLE OF
MAINTAIN A SETBAGK GOOLINCs THErd'10STAT SETPOINT.
ALL THErct'10STAT MOUNT AT 36"MIN.70 48"MAX.ABOvE FINISN FLOOR AUTOMATIGALLY TU�IING OFF THE GIRGULATING PUMPlSJ UIHEN H07 WATER IS NOT REQUIRED.
EAGH SPAGE-GONDITIONINCs SYSTEM SERVINCs MULTIPLE ZONES WINT A GOMBINED
GONDITIGNED FLOOR AREA MORE THAN 25,m00 SQ.FT.SHALL BE PROVIDED WITN THE GONTROLS SHALL ALLOUI 100�HEATINCs NO SOONER THAN 68'F AND 100�MEGHANIGAL GOOLINCs NO SOONER THAN LAVATORIES IN RESTROOMS OF PUBLIG FAGILITIES SHALL BE EQUIPPED WITN EITHER:
ISOLAtION ZONES.EAGH ZONE SHALL: l8'F. 7HE SEQIJENCE SNOULD ALLOUJ FOR HEA71NCs BETWEEN 68'AND��'F AND MEGHANIGAL COOLINCs BETWEEN l4'F
•NOT EXGEEED 25�0 5Q.FT.s gl-IALL BE PROVIDED WITN 150LATION DEvIGES �18•F� SHEEf TITLE:
�OUTLET DEvIGES THAT LIMIT THE FLOW OF�IOT WATER TO A MAXIMlA1 OF 0S GALLONS PER MINUTE. HVAC PLAN
SUGN A5 vALvES OR DAMPERS,THAT ALLOUI THE SUPPLY OF HEATING OR GOOLINCs TO BE ALL DIFRJSERS AND RECsISTERS SHALL BE Sl1PPLIED U11TN MANUAL YOLUME DAMPERS. �FOOT AGTUATED GONTROL VALVES,AND OUTLET DEVIGES TNAT LIMIT THE FLOW OF HOT WA7ER TO MECHANICAL N�TES
�SE?BAGK OR SNUT OFF INDEPENDENTLY OF 07HER ISOLATION A�AS3 AND SNALL
BE GONTROLLED BY A TIME GONTROL DEvIGE AS DESCRIBED ABOVE. PROVIDE MIN.OF 10 FEET BETWEEN OUT5IDE AIR INTAKES AND PLUMBINCs VENTS OR EXHAU9T FAN OUTLET9. A MAXIMUM OF 0.�5 GALLON9 PER MINUTE.
�PROXIMITY SENSOR ACTUATED GONTROL vALVES,,4ND OUTLET DEVIGES THAT LIMIT THE PLOW OF
EAGH SPAGE-GONDITIONING ZONE SHALL BE GONTROLLED BY AN INDIVIDUAL ECxIIPMENT AGCESS SNALL GONFOF�'1 TO CM.G SECTION 305 AND GLEAR4NGES FROM GOMBIJS?IBLES SNALL BE AS HOT WATER TO A MAXIMUM OF 0.�5 CsALLONS PER MINUTE.
INDIGATED IN THE 7001 G.B.G,AND GM.G AND ALL CLEAR,4NGE8 SHALL BE COMPLY TO ALL GODES. •SELF-CLOSINCs VALVES,AND OUTLET DEVIGES THAT THE FLOIU OF HOT WAtER 70 A MAXIf-1UM OF 25
THERM05TATIC GONTROL tHAT RESPONDS TO TEMPER4TURE WITHIN THE ZONE.WNERE USED
TO CONTROs HEATINCs,TNE GONTROL SHALL BE ADJUSTABLE DOU�1 TO 55 DECsREES DUC?FABRIGATION AND INSTALLATION,INGLUDINCs SUPPORTS,SHALL GONFORM TO THE IHVAG,DUGT CONSTRUCTION CsALLONS PER MINUTE,I�ND 025 CsALLONS PER MINU?E,AND 050 CsALLONS/GYGLEINON-GIRGULATI�Ks DATE PROJECT No.
FAI�NHEIT OR LOWER FOR GOOLINCs,TNE GONTROL SNALL BE ADJUS7ABLE UP TO 85 STANDARD)AS PUBLISHED BY SMAGNA 1985 EDITION,AND SHALL C.OMPLY WITH GHAPTER I0 OF THE CMG OF THE 2001 SYSTEM) m�im��tml5 15-1481
DECsREES FARENNEIT OR NICsHER WHEI�E USED TO CONTROL BOTN HEATING AND GOOLING �DE. �SELF-GLOSINCs VALVES,AND OUTLE?DEVIGES THAT LIMIT THE PLOW OF HOT WATER TO A MAXIMUM OF
IS SHUT OFF OR I�DUGED TO A MINIMUM. 25 GALLONS PER MINUTE,AND 0.15 GALLONS/GTGLE 1F007 SWITGHES,4ND PROXIMITY SENSOR SCA�E oRnWN
ALL CUT71NCs,FR4MING AND PATGHINCs SHALL BE GOORDINATE WI?N THE CsENERAL GON?R4GTOR AS SNOWN JH/GY
GONTROLSO.
THEREMOS7AT SHALL HAvE NUMERIG SETPOINTS IN DECsREES FARENHEIT. ALL HVAC SYSTEMS MUST BE IN OPER4TIONAL AND RA�CTIONAL THROUCsH CYCLE TESTINCs IN BOTH HEATING AND GOOLING �LAyqTORIES IN RESTROOM OF Pu6LIG FACILITIES SHALL BE EQUIPPED WITH CONTROLS TO LIMIT THE SHEEr
GONTROL AT TNE GOMPLETION OF TNE PROJECT. ADJUSTINCs AND BALANCING SHALL BE IN ACCORDANGE WITH STANDARD OUTLET TEMPER4TURE TO 110 DECsREES FARENHEIT.
THEp'10STA7S SHALL HAvE ADJUSTABLE SETPOINT STOPS AGGESSIBLE ONLY TO PRACTICES.
' AUTNORIZED PERSOrIEL. �_�
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• j GENERAL STRUCTURAL NOTES I ', '�
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� FASTENING SCHEDULE I 'I�
GENERAL CONCRETE WOOD � , st���t��a�oes�9�bY
� 1. GENERAL CONTRACTOR SHAL�BE RESPONSIBLE FOR CONDITIONS OF 1. ALL CONCRETE SHALL BE NORMAL WEIGHT CONFORMING TO THE 1. ALL LUMBER SHALL BE GRADE MARKED DOUGLAS FIR-LARCH AND SHALL CONNECTION NAILING' '�, I S'J�W� ���
'� �I ALL WORK AND MATERIALS INCLUDING THOSE FURNISHED BY FOLLOWING: HAVE THE FOLLOWING GRADES,UNLESS NOTED OTHERWISE: �j �, ENGINEERING,INC. I
'� I, SUB-CONTRACTORS.SiF2UCTURAL ENGMEER OF RECORD SHALL BE LOCATION 28-DAY MIN. MAXIMUM MIX DESIGN 1. JOIST TO SILL OR GIRDER,TOENAIL 3-8d . 2�,15 sNJiA Pq A,
i . NOT1FIED IMMEDIATELY OF ANY DISCREPANCIES FROM STRUCTURAL PLANS. COMPRESSIVE AGGREGATE SLUMP JOISTS&RAFTERS GRADE N0.2 OR BETTER 2. BRIDGING TO JOIST,TOENAIL EACH END 2-Bd �I ', MI55�GN v�,»,GA,91l97. ��I
�� STRENGTH SIZE W. INCHES BEAMS&STRINGERS GRADE N0.i AND BETTER 3. 1 X 6 SUBFLOOR OR LESS TO EACH J015T,FACE NAIL 2-8d ��� (408�-'�29-0151 I, �.
'� �i 2. ALL MATERIALS AND WORKMANSHIP SHALL BE PERFORMED IN � � � � DOUBLE TOP PLATES GRADE N0.1 AND BETTER _ ,, .
� I ACCORDANCE WITH 2O13 CALIFORNIA BUILDING CODE. A.SLAB ON GRADE 2500 psi 1 3(4"MAX) 4. WIDER THAN 1"X 6"SUBFLOOR TO EACH JOIST, FACE NAIL 3-8d II s wen ineer�mail.com
2X4 STUDS CONSTRUCTION GRADE OR BETTER 1 9 9
B.FOOTING 4000 si 1 4 5"MAX 3X4&2X6 STUDS GRADE N0.2 OR BETTER 5. 2"SUBFLOOR TO JOIST OR GIRDER,BUND AND FACE NAIL 2-16d I� i .
�� ' 3. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN P � � POSTS AND TIMBERS GRADE N0.1 AND BETTER 6. SOLE PLATE TO J015T OR BLOCKING FACE NAIL 16d AT 16"O.C. , �;'
��. i, ON PLANS,SECTIONS AND DETAILS. W/5.0 SACKS CEMENT(MIN.) LAGGING GRADE N0.2 AND BETTER � � �,
� 4. NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE SOLE PLATE TO J015T,AT BRACED WALL PANEL 3"-i6d PER 76" '
� OVER GENERAL NOTES AND TYPICAL DETAILS. 2, PLYWOOD SHEATHING SHALL BE FULL SIZE SHEET WHERE POSSIBLE 7. TOP PLATE TO STUD,END NAIL 2-16d �,
� 2. ALL CONCRETE MIX DESIGN SHALL BE REVIEWED BY THE ENGINEER `MTH 48"X 32"MINIMUM SHEET SIZE AND LAID CONTINUOUSLY 8. STUD TO SOLE PLATE 4-8d,TOE NAIL OR � i
I , 5. WHERE NO DETAILS SHOWN OR NOTED ON THE DRAWINGS,THE PRIOR TO CONSTRUCTION. OVER TWO OR MORE SPANS WITH FACE GRAIN PERPENDICULAR SUPERSEDE THE SPECIFICATIONS OF WPSE.(END NAIL)- 2-i6d,END NAIL i '� �'���-.c�,�, �!
� i DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. TO SUPPORTS. 9. DOUBLE STUDS,FACE NAIL 16d AT 24"O.C. � I o-�c c`��N-Y�N��c� .
�' E T. FLOOR OR TERRACE SHEATHING SHALL BE GRADE MARKED"D.F.P.A. 10. DOUBLE TOP PLATES,FACE NAIL 16d AT 16"O.C. �I � y c�G�z �
. �� 6. OPENINGS,POCKETS,SLEEVES,ETC.,SHALL NOT BE PLACED IN 3. PORTLAND CEMENT SHALL CONFORl�TO ASTM C-150,TYPE V CEM N A. " HI K ITH , I
� � SLABS,BEAMS,WALLS,COLUMNS AND FOOTINGS UNLESS EXTERIOR SHEATHING C-D GRADE"3/4 T C W DOUBLE TOP PLATES,LAP SPLICE 8-16d I �, :i.,Q ti..:.
� � SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS. 4. AGGREGATE SHALL CONFORM TO ASTM C-33. EXTERIOR GLUE. PANEL I.D.RATING 32/16 OR BETTER. 1 i. BLOCKING BETWEEN J015T OR RAFTERS TO TOP PLATE,TOE NAIL - 3-8d �� 6y�c-
� I 7. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON EDGES SHALL HAVE APPROVED TONGUE-AND-GROOVE JOINTS. 12. RIM JOIST TO TOP PLATE,TOE NAIL Bd AT 6"O.C. ` ,,,
5. WATER SHALL BE CLEAN,FREE FROM DELETERIOUS AMOUNTS OF NAILED WITH tOd DEFORMED SHANK NAILS AT 6"O.C.AT EDGES �� I
FRAMED FLOORS OR ROOF. LOADS SHALL NOT EXCEED DESIGN AND BOUNDARIES,AT 10"O.C.IN FIELD.U.N.O. 13. TOP PLATES,LAPS AND INTERSECTIONS,FACE NAIL 2-16d
I � LIVE LOADS FOR EACH PARTICULAR LEVEL. PROVIDE ADEQUATE ACIDS,ALKALIS OR ORGANIC MATERIALS,OILS,SALTS AS PER �
��� SHORING AND BRACING IF LOAD EXCEED DESIGN LIVE LOAD OR ACI 318. 14. CONTINUOUS HEADER TO STUD,TOE NAIL 16d AT 16"O.C. ; `-�`�'�� �
B. ROOF SHEATHING SHALL BE GRADE MARKED"D.F.P.A. ALONG EACH EDGE I .
'i WFiERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. 6. CONCRETE MIXING OPERATIONS,ETC.SHALL CONFORM TO ASTM EXTERIOR SHEATHING C-D GRADE"1/2"THICK WITH 15, CEILING JOISTS TO PLATE,TOE NAIL 3-Bd '
8. THIS SET OF DRAWINGS REPRESENT THE FINISHED STRUCTURE, C-94.WATER-CEMENT RATIO IS LE55 THAN 0.45 EXTERIOR GLUE. PANEL SPAN RATING 24/0 OR BETTER. II i �
- METHOD OF CONSTRUCTION NOT NECESSARY INDICATED, THE NAILED WITH 8d COMMON NAILS AT 6"O.C.AT EDGES AND 16. CONTINUOUS HEADER TO STUD,TOE NAIL 4-8d ,
� CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO 7. UNLESS SHOWN OR NOTED OTHERWISE,CONCRETE COVERAGE FOR BOUNDARIES,AT 12"O.C.IN FIELD UNLE55 NOTED OTHERWISE. 17. CEILING JOISTS,LAPS OVER PARTITIONS,FACE NAIL 3-16d i . '.
i PROTECT THE STRUCTURE,WORKERS AND OTHER PERSONS REINFORCING BAR TO FACE OF BAR SHALL BE AS FOLLOWS: 18. CEILING JOISTS TO PARALLEL RAFTERS,FACE NAIL 3-i6d .. ...
i DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE BUT C. WOOD STRUCTURAL PANELS,WHEN USED STRUCTURALLY,SHALL CONFORM TO 19. RAFTER TO PLATE,TOE NAIL 3-8d i :
� NOT BE LIMITED TO BRACING,SHORING,SCAFFOLDING,ETC. A.CONCRETE IN CONTACT WITH EARTH,UNFORMED 3" THE REQUIREA�ENTS FOR THEIR TYPE IN DOC PSI-95 AND/OR PS2-92. 20. 1"BRACE TO EACH STUD AND PLATE,FACE NAIL 2-8d II I �,
�� B.CONCRETE IN CONTACT WITH EARTH,FORMED 2" 21. 1"X 8"SHEATHING OR LESS TO EACH BEARING,FACE NAIL - 3-8d
C.WALLS 1.5" 3. ALL NAILS SHALL BE COMMON WIRE NAILS UNLESS NOTED 22. WIDER THAN 1"X 8"SHEATHING TO EACH BEARING,FACE NAIL - 3-Bd , � ,
'��� � FOUNDATION D.BEAMS,GIRDERS&COLUMNS(TO TIES OR STIRRUPS) 1.5" OTHERWISE. SEE FRAMING PLANS OR DETAILS FOR NAIL SIZES AND � I
SPACINGS. NAILS THAT NOT DETAILED OR NOTED SHALL BE IN 23. BUILT-UP CORNER STUDS 16d AT 24"O.C. I
�� 8. CONDUIT PLACED IN A CONCRETE SLAB SHALL NOT EXCEED 1/3 ACCORDANCE WITH 2O13 CBC TABLE 2304.9.1 -FASTENING SCHEDULE. 24. BUILT-UP GIRDER AND BEAMS 20d AT 32"O.C.AT TOP ,
� ILS BEARI G PRESSURE=1 500 .s.f. AND BOTfOM AND STAGGERED
I t. THE SO N � P OF THE THICKNESS OF THE SLAB AND SHALL BE PLACED BETWEEN 4. ALL JOIST HANGERS AND FRAMING CONNECTORS SHALL BE .
2-20d AT ENDS AND AT �I .
�'�� 2. FOUNDATION DESIGN SHALL BE 18"MIN.DEPTH OF FTG BELOW LOWEST THE TOP AND BOTTOM REINFORCING STEEL.MINIMUM CLEAR "SIMPSON"OR APPROVED EQUAL. EACH SPLICE ,.
' '� ADJACENT FINAL GRADE,AND 12"MINIMUM WIDTH FOR 1 STORY,15"MIN. DISTANCE BETWEEN CONDUITS SHALL BE 6". 5. NO STRUCTURAL MEMBER SHALL BE CUT FOR PIPES,ETC. 25. 2"PLANKS 2-i6d AT EACH BEARING �, I I
� WIDTH FOR 2 STORY,BEAR ON FIRM NATIVE OR PROPERLY COMPACTE�SOILS. . , �.
UNLESS SPECIF�CALLY NOTED. 26. COLLAR TIE TO RAFTER 3-10d II '
�'�. I 3. NOT USED 9. CONSTRUCTION JOINTS: ��� '
I I THE SURFACES OF ALL CONSTRUCTION JOINTS SHALL BE CLEAN, 6. BOLT HOLES SHALL BE SAME DIAMETER AS THAT OF THE BOLTS. 27. JACK RAFTER TO HIP 3-10d TOENAIL
�� � 4. GEOTECHN�CAL ENGINEER OR DEPUTY INSPECTOR SHALL VERIFY THAT FREE FROM LOOSE DEBRIS. IMMEDIATELY BEFORE NEW CONCRETE PROVIDE WASHERS BETWEEN BOLT HEADS OR NUTS AND WOOD 2-i6d FACE NAIL �i I� j
� CONSTRUCTION AT THE SITE IS IN ACCORDANCE WtTH THE IS PLACED,ALL CONSTRUCTION JOINTS SHALL BE WETTED AND MEMBERS. 28. ROOF RAFTER TO 2-BY RIDGE BEAM 2-16d ,' '
�� RECOMMENDATIONS AND CONCLUSIONS OF HIS REPORT. STANDING WATER REMOVED. 29. JOIST TO BAND JOIST 3-i6d I, I
I FiNiSHED EXCAVA7i0N FOR FOUNDATiON SHALL BE NEAT AND iRUE 7. A PROPERLY SIZED NUT AND WASHER SHALL BE TIGHTENED ON EACH II I i
'��� I TO LINE WITH ALL LOOSE MATERIAL AND STANDING WATER REMOVED 10. CONCRETE SHALL BE CURED IN ACCORDANCE WITH SECT 1905.11 ANCHOR BOLT TO THE PLATE BEFORE CLOSING IN COMPLETION OF JOB. >NOTE: COMMON OR BOX NAILS MAY BE USED(U.N.O.) � ��,
FROA�EXCAVATIONS. OF 2013 C.B.C.
�'i i 5. BEFORE ANY CONCRETE IS PLACED,EXCAVATIONS SHALL BE CHECKED 8. ALL SILL PLATES RESTING ON CONCRETE OR MASONRY THAT ARE III ,
AND APPROVED BY A QUALIFIED SOILS ENGINEER OR DEPUTY MSPECTOR 11. REMOVAL OF CONCRETE FORMS AND SHORES SHALL BE IN LESS THAN 8"ABOVE GRADE SHALL BE PRESSURE TREATED ,
�' TO ENSURE COMPLIANCE WtTH THE REQUIREMENTS. ACCORDANCE WITH SECTION 1906.2 OF 2013 C.B.C. DOUGLAS FIR. �,
' 6. ALL FILL MATERIAL IS TO BE APPROVED BY THE SOILS ENGINEER OR 12. CONDUITS AND PiPES EMBEDDED IN CONCRETE SHALL COMPLY 9. ALL SILL BOLTS SHALL BE PLACED STARTING 9"FROM THE ENDS SPECIAL INSPECTION PROGRAM �I I �'�i �
OF A BOARD OR FROM A NOTCH AND SPACED A7 INTERVALS '
'� DEPUTY INSPECTOR AND APPROVED BY A QUALIFIED SO�LS ENGINEER yy�T}I THE PROVISION OF SECTION 1906.3 OF 2013 C.B.C. '' ' �
� OR DEPUTY INSPECTOR TO ENSURE COMPLIANCE W/THE REOUIREMENTS. AS NOTED ON THE PLANS. AND STRUCTURAL TEST i I�I
��� 7. SUBGRADE SHALL BE 2". 13. DESIGN AND CONSTRUCTION OF CONCRETE FORMWORK SHALL 10. BLOCKING OR BRIDGING SHALL BE PROVIDED AS RE�UIRED � I, O II
�I CONFORM TO ACI 347"RECOMMENDED PRACTICE FOR CONCRETE PER 2013 CBC. 1. THiS SECnON APPLIES 70 THE STRUCTURAL PORTIONS OF THE PROJECT i � i �
�'� I 8. SIDE OF FOUNDATION MAY BE POURED AGAINST STABLE EARTH FORMWORK". ��. PROVIDE DOUBLE JOISTS UNDER ALL PARTITIDNS THAT ARE ftEQUiRING SPECIAL INSPECTION. THE SPECIAL INSPECTOR'S DUTIES ARE I . �
i �I UNLESS SHOWN OR NOTED OTHERWISE. AS DESCRIBED IN CBC 1701.1 AND CBC 1704.4. COPIES OF TEST
14. ALL SAW CUTS IN SLAB ON GRADE SHALL BE MADE NOT LATER PARALLEL TO JOISTS. USE 2-i6d NAILS AT 16"O.C.TO NAIL I I � '
9. CONTRACTOR SHALL PROVIDE TEMPORARY AND PERMANENT THE DOUBLE JOISTS TOGETHER. RESu�TS AND FlNAL REPORTS SHALL BE FURNiSHED TO Tl-iE ENGWEER '
' � DEWATERING FOR EITHER SURFACE WATER,GROUND WATER OR THAN 24 HOURS AFTER PLACING CONCRETE. IN ADDITION TO OTHER NORMAL DISTRIBUTIONS WITHIN ONE WEEK OF
� � SEEPAGE WATER. 15. NO SPECIAL INSPECTION REQUIRED. 12. TOP PLATES FOR ALL STUD WALLS SHALL BE 2-2X. LAP FOR THE TEST OR INSPECTION.
TOP PLATES SHALL BE 48"LONG MINIMUM NAILED WITH 16d AT 4" i, I
�I 10. CONTRACTOR SHALL PROTECT ALL UTILITY LINES,ETC. AT EACH LAP UNLESS NOTED OTHERWISE. SPLICES IN UPPER AND 2 ALL TEST AND INSPECTIONS SHALL BE PERFORMEO BY AN iNDEPENDENT i
� I ENCOUNTERED DURING EXCAVATIONS AND BACKFlLLING. LOWER PLATES SHALL BE STAGGERED 10'-0"MINIMUM. TESTING AND INSPECTiON AGENCY EMPLOYED Bv THE OWNER OR THE . ; � II
REINFORCING STEEL ENGWEER OR THE ARCHITECT AND NOT THE CONTRACTOR PER CBC I
j 11. CONTRACTOR SHALL PROVIDE AND INSTALL ALL CRIB8ING 13. PRE-DRILL FOR NAILING AS REQUIRED WHEN NAIL SPACING SECTION 106.3.5. JOB SITE VISi7S BY THE STRl1CTURAL ENGINEER DO ,, ,',,, ,
� '�. II SHEATHING AND SHORING REOUIRED TO SAFELY RETAIN THE RESULTS IN WOOD SPLITTING. PRE-DRILL HOLES SHALL BE NOT CONSTIN7E A SPECIAL MSPECTION. I W .
EARTH BANK. 1. ALL REINFORCING BARS SHALL BE ASTM A-615 GRADE 60 SMALLER THAN THE DIAMETER OF THE NAILS. (NOTE: FOUNDATIONS INSPECTIONS LiSTE�BELOW SHALL BE PROVIOED j �
� 14. ALL WOOD STUD WALLS SHALL HAVE 2X4 STUDS AT 16"O.C.WHEN BY THE GEOTECHNiCAL ENGMEER). i � r+ i
'� ' 12. FOOTING BACKFILL AND UTILITY TRENCH BACKFILL SHA�L BE DEFORMED BILLET STEEL BARS. ., ��. � Q� O �
� I PROPERLY COMPACTED. HEIGHT BETWEEN LATERAL SUPPORTS LESS THAN 10'-0".WHEN 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE TEST ,.,. �., ,
�� I� � 2. GRADE 60 BARS SHALL BE MARKED SO ITS IDENTIF�CATION CAN BE HEIGHT BETWEEN LATERAL SUPPORTS MORE THAN 10'-0",USE AND WSPECTiON FiRM WITH A SCHEDULE i0 FACILiTATE THE PROPER i � O � i �
� �, i 13. CONTRACTOR SHALL BRACE OR PROTECT FROM LATERAL LOADS MADE WHEN THE FINAL IN PLACE INSPECTION IS MADE. 2X6 STUDS AT 16"O.C.UNLESS NOTICED OTHERWISE. COORDINATiON OF WORK. � ��
� ARE COMPLETENY�INEPLACEGANDLHAVENATTAINED FUNL STR NGTH. � �' � � �
� I� 3. THE TIE WIRE USED SHALL BE BLACK ANNEALED WIRE,16 GA.OR 15. THE BOLT HOLES SHALL BE 1/16"(MAX.)OVERSIZED AT THE 4. IN ADDITION TO iHE REOUIRED INSPECTIONS,THE FOLLOWING CHECKED '�. . � � '�I
' ITEMS WILL REQUIRE SPECIAL INSPECTION IN ACCORDANCE N9TH SECTION U �
'� 14. NO VERTICAL EXCAVATIONS 4�-0"OR MORE IN DEPTH INTO WHICH HEAVIER. CONNECTOR OF THE HOLD-DOWN TO THE POST. I I
A PERSON IS REQUIRED TO DESEND SHALL BE PERMITTED. 1704.5 OF THE CALIFORNIA BUILDING CODE. ,. 'I TI� �/ i
"INSPECTOR TO VERIFY." �/` Fy
4. BAR SUPPORTS SHALL CONFORM TO THE BAR SUPPORT �I ' r,� i
� SPECIFICATIONS CONTAINED IN THE "MANUAL OF STANDARD REO'D.IF �y O
�. �I STRUCTURAL DESIGN CRITERIA(2013 CBC) PRACTICE" BY ACI. 16. THE HOLD-DOWN CONNECTORS SHALL BE TIGHTENED JUST PRIOR IiEM CHECKED REMARKS I � � I �
TO COVERING THE WALL FRAMING. i I �
�� GRADiNG AND SOILS COMPLIANCE TO BE PROVIDED ii i � F�1 i
�� I 5. A CERTIFIED COPY OF MILL TEST ON EACH HEAT OF REINFORCING . � � �
�� ' ROOF LOAD: DL=16 PSF LL=20 PSF STEEL DELIVERED SHOWING PHYSICAL AND CHEMICAL ANALYSIS 17. APPROVED PLATE WASHERS,IN-LIEU OF CUT WASHERS,SHALL BE PRIOR TO FOUNDATION INSPECTION BY THE GEOTECHNICAL . �„� � i
�I SEE FOUNDATION THIS SHEET. ENGWEER j i �
�� SHALL BE PROVIDED UPON REQUEST AT THE TIME OF SHIPMENT. PROVIDED FOR ALL PLYWOOD SHEARWALL S�LL PLATE ANCHOR BOLTS. � I � rT� I �
����, II IMPORTANCE FACTOR I...............................1 THE DRAWINGS SHALL BE IN ACCORDANCE WITH ACI"MANUAL OF � � � w
SITE CLASS............. .... ........................ D(ASSUA�E STIFF SOIL PROFILE) 78 ATEALL PY WOODASHEARWALLTSHALL HAVE THE PLAT�E WASH�ERSOASs CONCRE7EDWNE�N�THE�STRUCTURAL SPEBIAL INSPE�C ON III O � a
EARTHpUAKE DESIGN DATA:
6. ALL REQUIREMENT OF CONCRETE REINFORCEMENT NOT COVERED ON SPECIAIENS AND PLACING OF ALL DOES NOT REOUiRE I
'�I ........ STANDARD PRACTICE. I, �
, � Ss............................................................... 1.945 g LISTED IN ITEM 20. R �, �
� � /1
� �, Sl ............................................................... 0.716 g 7. REINFORCING STEEL AT THE TIME OF THE CONCRETE IS PLACED DESIGN STRENGTH IS NO GREATE �o N
� SDs............................................................. 1.296 g SHALL BE FREE FROM MUD,OIL, OR OTHER NON METALLIC 19. CUTTING OR NOTCHING OF WOOD STUDS OR PLATES SHALL NOT EXCEED 25% I' ` ` N v
� COATINGS THAT ADVERSELY AFFECT BONDING CAPACITY. OF THE STUD/PLATE WIDTH WITH THE EXTERIOR AND BEARING WALL AND NOT URNG PLACING OF AND 5 RESSING '� f a REVISIONS I�I
', SD7 ............................................................. 0.716 g TO EXCEED 407"OF THE STUD/PLATE WIDTH IN NONBEARING PARTITIONS. OF PT TENDONS . '
��� SEISMIC DESIGN CATEGORY....................... D � '
''�, I BASIC SEISMIC FORCE-RESISTING SYSTEM...G7(ASCE 7-10 T ABLE 1 2.2-1) 8. ALL HOOKS SHALL CONFORM TO THE BEND DIMENSION PER ACI BORED HOLES DIAMETER IS LIMITED TO 409,'OF THE STUD/PLATE WIDTH IN .
�I � DESIGN BASE SHEAR...................................0.7V=0.605'W(ASD LEVEL) "STANDARD HOOK"UNLESS OTHERWISE SHOWN ON THE DRAWINGS. ANY STUD AND MAY BE 60�IN NONBEARING PARTITIONS OR WHEN THE BORED ALL SIRUCTURAL FiELD WELDiNG,
STUD IS DOUBLED. INCLUDING WELDING OF STRUCTURAL I
�� 'i Cs............................................................... 0.864 g 9. REINFORCING BARS SHALL NOT BE BENT OR SiF2AIGHTENED IN A STEEL,REINFORCING STEEL,AND , .
I �'I R................................................................. 1.5 MANNER THAT WILL INJURE THE MATERIAL 20. PLATE WASHERS FOR ALL ANCHOR BOLTS TYPICAL: STEEL DECKiNG. ;. II �I �
� USE EQUVALENT LATERAL FORCE PROCEDURE 10. REINFORCING BARS SHALL CONFORM ACCURATELY TO THE DIMENSIONS DURINGINSTALLATION OF EPDXY I
� � SHONTI ON THE DRAWINGS WITH THE FABR�CATING TOLERANCES PER BOLT SIZE PLATE SIZE(ASTM A-36) MIN.EDGE DISTANCE(in) AN�/OR EXPANSION ANCHORS. � � I
EPDXY ANCHORS ouRwc P�acwc oF REiNFORcwc I I�
' li ACI"MANUAL OF STANDARD PRACTICE." � 'i
STEEL. i
�'� � 11. BARS SHALL BE SECURELY TIED TO PREVENT DISPLACEMENT DURING 5/8"0 0.229"x3"x3" 1 7/8 WOOD SHEAR WALLS AND DIAPHRAGM I � �.
' I 1. EPDXY FOR EPDXY ANCHORS SHALL BE SET-XP EPDXY BY"SIMPSON THE CONCRETE OPERATION AND ALL DOWELS SHALL BE WIRED IN N1TH NAILING 4"O.C.OR LESS. �, ! I
� PLACE BEFORE DEPOSITING CONCREIE.
���, li STRONG-TIE"(ICC ESR.#2508) 3 4"0 0.229"x3"x3" 2 1 2 INSTALLATION AND TIGHTENING HARDY FRAME lil
� 12. DOWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHALL HAVE � � OPERATIONS FOR ALL HIGH- Tltle:
' i, 2. ANCHORS USED FOR EPDXY ANCHORS SHALL BE ASTI�A-307 THREADED SAME SIZE AS THE VERTICAL REINFORCEMENT,E�18EDMENT OF STRENG7}i FRICTION BOLnNG I� ,
' RODS UNO. SIZE AND EMBEDMENT SHALL BE AS INDICATED ON PLANS. DOWELS SHALL BE 36 BAR DIAMETER OR 2'-0"MINI�IUM (A325F)AND(A490F). INSTALLATION .
7/8"0 5/16"x3"x3" 2 5/8 AND TIGHTENMG OPERATIONS FOR I �I GENERAL
'� 3. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH THE EPO%Y UNLESS OTHERWISE SHOWN. HIGH-STRENGTH ANCHOR BOLTS. I,
; � NOTES ,
��. 13. MINIMUM LAP OF MESH SHALL BE NOT LESS THAN THE SPACING �
i � MANUFACTURER�S RECOMMENDATIONS AND THE CURRENT ICC REPORT. IA R 8 I. .
� OF THE CROSS WIRE PLUS TWO INCHES OR 60 D .0 N 1 1/4"0 3/8 x3 1/2 x3 1/2" 3 3/4 5. APPROVED FABRICATORS: (A�UST SUBMIT CERTIFICATE Of COMPLIANCE)
I4. SPECIAL INSPECTION SHALL BE PROVIDED IN ACCORDANCE WITH CBC-2010 WHICHEVER IS GREATER. FOR ALL OfFSITE FABRICATION SUCH AS STRUCTURAL STEEL,GLU-LAMS,
. PRECAST CONCRETE,ETC. ..
' SECTION 1704 AND IN ACCORDANCE WITH THE SPECIFIC SPECIAL � �'.
'� �� INSPECTION REOUIREMENTS SET FORTH IN THE CORRESPONDING ICC STRUCTURAL OBSERVATION ��` 6. ALL STRUCTURAL CONCRETE SHALL BE TESTED IN ACCORDANCE WITH �;
1.APPROVE PLATE WASHERS TO BE USED FOR PLYWOOD CBC SECPON 1905.6. RESUL7S OF lESTS SHALL BE SUBMITiED BY THE j
�I I REPORT. SHEARWALL SILL PLATE ANCHOR BOLTS'AND FOR TESTING AGENCY TO THE ENGWEER FOR REVIEW. WHERE STRENGTH I .
��,, I 5. DRILLED HOLES SHALL BE CLEANED OF DUST AND ANY DEBRIS USING pRIOR TO THE ISSUANCE OF A CERTIFICAiE OF OCCUPANCY,THE ENGINEER HOLDOWN CONNECTOR BOLTS AT SHEARWALLS. TEST RESULTS INDICATE A STRENG7H LOWER Ti-iAN THE SPECIFlED �,
OR ARCHITECT SHALL SUB�11T WRITTEN CERTIFICATION TO iHE BUILDING FOR WOOD TO WOOD OR WOOD TO STEEL CONNECTION. COMPRESSIVE SIRENGhI,FURTHER MVESTIGATION SHALL BE MADE PER � I
!� NYLON BRUSH AND COMPRESSED AIR. OIL,SCALE,AND RUST SHALL OFFICIAL STATING THAT SITE VISITS HAVE BEEN MADE AND WHETHER OR NOT 2013 CBC SECTION 1905.6.4 AT THE EXPENSE OF THE CONTRACTOR.
� � BE REMOVED FROM THREADED RODS PRIOR TO INSTALLATION. ANY OBSERVED DEFICIENCIES HAVE BEEN CORRECTED TO CONFORM TO THE 8. DEPUTY INSPECTORS ARE REQUIRED TO BE REGISTERED W1TH THE CITY OF II I !
� ' APPROVED PLANS AND SPECIFICATIONS OR REVISED DETAILS APPROVED BY NORWALK. Date�F)-ZF>-ZO�FJ '� ��.
�� I 6. UNLESS NOTED OTHERWISE IN THE PLANS.EPDXY ANCHORS SHALL THE BUILDING OFFICIAL � '�
�'� HAVE THE FOLLOWING MINIMUM EMBEDMENT scale: � �
� SHEET INDEX ,I I PER P�AN I
I� ' SIZE MINIMUM EMBEDMENT + REMARKS �r��I5""J '• �'i Drown By.
, I BAR � � I J.W.
I� '� #3 3 1/2" �.�� :�y,., sr.'L.','-.a c: `}±e'a.�-� � , - 3, sN-1 cENEw1L NOTEs '' i
��1f 1��i.11 4' ,.�� � .' S-1 FouNW110N PUN III �;Job:
//��(��( 2015-014
k P � �...... �C. - � SD-1 STF2UCTURAL DEfNLS I
I��I #4 OR 1/2"0 4��4� "-�:'! . . . .......-_. ,... ,; Sheet: � .
��� �J5 OR 5�8"m 5 1�2" V��i�1���'3�!�;i�... �. .� a �I I ' ' �.
� 6 OR 3/4"m /
634" °`
��� # �,����,,;���������-���� v. �� �� �� S N_� �
• �, � � UNLESS NOTED OR DETAILED � I �'.
II
'i -- il II '
' �of 3 Sheets
CONTRACTOR NOTE: 1 1 PICAL ROOF & FLOOR SHT��1 I A�chitectural Design by
• CONTRACTOR TO VERIFY ALL PLACES MARKED WITH"F.I.V."AND 1 2 CDX APA RATED PLYWOOD 3/4"CDX APA RATED PLYWOOD
' EXISTING FR4MING/CONDITIONS AND NOTIFY THE ENGWEER OF ANY �� '
DISCREPANCIES I�IMEDIATELY PRIOR TO COMMENCING ANY WORK. A PANEL INDEX OF 24/0. A PANEL INDEX OF 24/0. ,
' . IF SITE CONDITION OTHER THAN PUN,CONTR4CTOR NEED (ORIENTED STRAND BOARD). (ORIENTED STR4ND BOARD).
REPLACE THE EXISTING MEMBER WITH SIZE�1ARKED ON PLAN OR B.N.: 8d COMMON NAIL Ai 6"O.C. B.N.: 10d COMMON NAIL AT 6"O.C.
NOTIFY THE ENGINEER E.N.: Bd COM�10N NAIL AT 6"O.C. E.N.: tOd COMI�ON NAIL AT 6"O.C. �i Structural Design by.
' F.N.: 8d C0�1�ON NAIL AT 12"O.C. F.N.: tOd C0�1MON NAIL AT 10"O.C. i
(USE COMI�ON NAILS) (USE COI�MON NAILS) S.J.W. i
� ENGWEERING,WG '
'��, fOR TYPICAL DIAPHRAGM DET.SEE� I, Zn��A P� j '��.
' S�t i M1551RJ V�,GA,91197 �.
WOOD STRUCTURAL PANELS,WHEN USED STRUCTURALLY,SHALL CONFORM TO ('��'��� �I
I THE REQUIREMENTS FOR THEIR TYPE IN DOC PSI-95 AND/OR PS2-92. I sjwengineer�gmail.com ��
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li, � I REVISIONS III '
I � i
-_ _ -- --_ __ ___ __ _-- _--- _ ___ _ _-_ _ _ ___ _ _ ___ `
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I __ __ _ _
ROOF FRAMING PLAN
FOU
NDATION PLAN i
, SCAL�: 1�2'� = 1'-G" NOTE: COORDINATE AND VERIFY ALL DIMENSIONS WITH ARCH'L DRWAiNGS SCAL�: 1�2�� = 1�-O'� NOTE: COORDINATE AND VERIFY ALL DIMENSIONS WITH ARCH'L DRWAINGS I
�� �.Tltle: i .
FOUNDATION NOTES SYMBOLS & LEGENDS ROOF FRAMING NOTES OFRAMIHG MEMBERS � FouN�aTioN I
I I 8�ROOF
1. SEE SPECIFICATIONS ON SHEEf SN-1 FOR ADDITIONAL INFORMATION. 9. HOLDOWNS:SEE FOUNDATION PLAN OR FLOOR fRAMING PLAN FOR REFERENCE TO HOLDOWN � =, (N)WOOD STUD WALL 1. FOR GENERAL NOTE SEE SN-1. �p, yyp�y-�pg; Oi (N)2X6�`2 R.R.�i6"O.C. FRAMING PLAN '
� 2. BUILDING PAD SOIL BEARING VALUE SHOULD BE AT LEAST 1500 p.s.f. LOCATION AND HARDWARE EXTENSIONS TO CONCRETE FOUNDATION. 2. VERIFY ALL DI�IENSIONS W17H ARCHITECTURAL DRAWINGS.FOR DIMENSIONS NOT ���RIOR WALLS:
� (E)WOOD STUD WALL SHONM SEE ARCHITECTURAL DRAIMNGS. a) 2x6 SR1DS�16"O.C.,U.N.O.ON ARCHIiECTURAL PIPJJ. O(N)2X6�J2 C.J.�16"O.C.
3. CEMENT USED IN FOUNDATIONS SHALL BE iYPE V UNLESS OTHERWISE REQUIRED 10. RESIDENTIAL fL00R SLAB:PLACE SIAB REINFORCE�IENT IN CENTER OF SLAB.REINFORCEMENT b) ALL OUTSIDE WALL OF EXiERIOR WP11 ARE BEAf21NG WALL(U.N.O.). !
BY THE SOIL ENGINEER. SHALL BE CHAIRED AND TIED IN PLACE PRIOR TO PLACE�IENT OF CONCREfE.A VISQUEEN VAPOR SHEAR PANEL NUMBER, 3. DOUBLE TOP PLATES SHOULD BE CONTINUOUS OVER ALL HEADERS.U.N.O.ON
I 4. THE FLOOR SLAB SHALL BE POURED LEVEL TO WITHIN 1/8 INCH IN 10 FEEf. MIN.LENGTH NOTED, FRAMWG PLAN OR DETAILS,SEE e FOR DOUBLE TOP PLATES SPLICES. Z�����W�� I
BARRIER SHALL BE PLACED AT ALL MOISTURE SENSITIVE FLDOR AREAS. PROVIDE SEAMS WITH QI REFER TO DEfAIL 1/SD2 Sp� a)ALL INiEPo0f2 SHEAR/BEPRING WALLS SFWLL BE 2x4 MIN.STUD GRADE OR
5. THE FLOOR SlAB AND fOUNDATION�AY BE POURED HO�IOGENEOUSLY(AT THE AT LEAST A 6'OVERLAP AND SEAL TAPE. FOR PANEL TYPE BEffER STUDS�16" O.C..FOR 4"WALLS&2X6 MIN.DF1 SR1D GR4DE I
SAME TIME)OR�N 1W0 POURS,WITH A COLD JOINT BETWEEN THE SLAB AND FOUNDATION, 4. ALL BEA�iS AT HARDY FR4ME SHEAR LINES,SHOULD BE CONTINUED OVER OR BEffER STUDS�16"O.C..FOR 6"WALLS, I ii
///���� DETAIL NUA�BER HARDY FRAI�ES,(U.N.O.ON fRA�11NG PLAN OR RELATED DETAILS.SEE DETAILS b)AI.L INTERIOR NON-BEPRING/NON-SHEAR WALL SFiALL BE 2x4 OR 2x6 SR1D Dote:
AT THE CONTRACTORS DISCRESSION.THE DEfAILS DRAWN GENERALLY SHOW TNO POURS. FLOOR FLOOR UPPER SAND LOWER SAND � PER PLAN. GRADE OF2 BEffER SR1DS 016"O.C.U.N.O. 6-ZZ-ZO�S '
SLAB THICKNESS SIAB REWFORCEMENT LAYER VISQUEEN LAYER DETAIL SHEET NU1,IBER I Scale:
6. ANCHOR BOLTS: AT ALL EXTERIOR WALLS,INSTALL A 5/8"DIA.ANC.BOLTS�32"O.C. 5. ALL BEAMS WITH WIDTH�"OR MORE,OR MARKED AS"DRAG" 11. U.N.O.PROVIDE SOLID BLOCKING OR DBL.JOIST UNDER ALL WALLS ABOVE. ; PER PLAN
WITH MINIMUM E�IBEDMENT OF 7 INCHES�NTO CONCREfE(U.N.O.ON SHEAR WALL SCHED. � 4X4 COLUMN U.N.O.
� 5" #4 BARS AT 16"O.C. 2" 10 MIL 2" NEED TO HAVE(2)ROWS OF B.N. Ii Orawn By
, INCLUDING AT LEATST ONE WITHIN A MAXIMUI�OF 12"fR0�1 EACH END. PLATES Sl�ALLER 12. WHERE HANGERS ARE NEEDED,WHETHER INDICATED ON PLAN OR NOT,U.N.O., i
EACH WAY SPAN AND DIRECTION �•W
�� OF J015T FRAMING 6. FOR PLYWOOD SHEAR WALL SCHEDULE SILL PLATE AND ANCHOR BOLT USE"U"1Ti"OR"LB"HANGERS FOR JOISTS/RAFfERS,&"HUTF"OR'H1Y" I I
THAN 24"IN LENGTH,SHALL BE PROVIDED WITH AT LEAST iW0 ANC.BOLTS UNLESS REQUIREMENTS HANGERS FOR BEAMS OR�IULTIPLE JOISTS. J�b� 20�5-0�3
11. NEW/EXISTING OR DE�IO STUD WALLS NEED TO BE VERIFIED WITH ARCH.DRAWINGS. �1E�18ER PER PLAN
OTHERWISE INDICATED ON PIANS. PROVIDE ALL EXTERIOR WALLS AS INDICATED ON PLANS. 12 ALL HOLDOWNS ANCHOR BOLTS AND STRAPS�1UST BE TIED IN PLACE PRIOR TO FOUNDATION � ---� 13. WHERE SHEAR WALLS ARE THRU WALLS AS INDICATED ON PLANS,SHEAR I
i i (E�FTG. �IATERIAL SHALL BE CONT.THRU WALLS. i Sheet .
� SEE FLOOR FRAMING PLAN FOR REFERENCE IN PROVIDING AN EXTENSION OF ANCHOR BOLTS INSPECTION AND POURING CONCREfE. �____� 7. FOR LOCATION AND FRAMING OF NON-BEARING WALLS,SEE ARCHITECTURAL I
ABOVE CONCREfE. HARDWARE SHALL BE TIED INPLACE PRIOR TO PLACE�IENT OF CONCREfE. DR4WINGS. 14. ALL POSTS/MULTIPLE STUDS IN WALLS SHALL RECEIVE EDGE I�WLMG FROM I
13. SHOT PINS: AT ALL INTERIOR,NON BEARING,NON SHEAR WALLS AND PARTITIONS,INSTALL i �
(N)FfG. 8. EXTERIOR SURFACE OF THE BUILDING SHALL HAVE�"PLY�'OOD PER U.N.O. W�L SHEATHING.ALL BM'S,DRAGS GIRDER TRUSSES SHALL RECEIVE i
7. ANY PENETRATIONS INTO PRESSURE TREATED WOOD�1UST BE GALVANIZED,STAWLESS A 0.145"DIA.X 2.875"LONG,SHANK AND METAL PtATE WASHER AT 36"O.C.ADDING ONE �-`--� BOUNDARY NAILING FROM SHEATHING. , c 1 I
• STEEL,SILICON BRONZE OR COPPER NAILS. AT EACH END.PLATES SMALLER THAN 16"IN LENGTH SHALL HAVE A�11NIMUM OF TWO FASTENERS, 9. MULTIPLE ELEMENT�1EMBERS(i.e.DBL JOISTS,DBL STUDS,etc.)SHALL BE �5. WHENEVER A DETAIL IS CALLED ON A WALL LINE(FOR EXA�IPLE,2/S6.WITH J- I i
' ONE AT EACH END. PLATES 16"OR LONGER AND INDICATED AS SHEAR WALLS,PLACE TWO -"- BEA�1 OR HEADER NAILED TOGETHER W/t6d's�16"O.C.STAGGERED.BEA�1S COMPOSED OF A35'S AT 18" O.C.),IT NEEDS TO BE APPUED TO THE FULL LENGTH OF ,
" 8. FOUNDATION SILL PLATE SHALL BE TREATED LU�IBER OR FOUNDATION RED WOOD. ADDIT�ONAL FASTENERS,ONE AT 6"AND ANOTHER AT 10"FR0�1 EACH END. MULTIPLE PIECES(4x OR LARGER)SHALL BE BOLTED TOGEfHER W/5/8"0 THAT WALL.NOT JUST AT THE SPOTS IT IS KEYED OUT OR JUST AT SHEAR
��-i� FLOOR JOIST/ M.B.'S�12"O.C.,STAG'D. PANEL PORTION OF THE WALL.
14. COORDINATE AND VERIFY ALL DI�IENSIONS WITH ARCHITECT DRAWINGS. ROOF RAFfER
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+ �I BEND DW,IETER SCHEDULE I � I �
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� MOONS g BENDS COW�IN TIE TYP6 REMFORqNG BAR UP SPUCE i FR0�1 SILL TO TOP pLqTE I�SPLICE STRAP ' M��V���� �
��K JOINiS OR RAfTERS I I I
ALL UNSHEATHED WALLS BEIWEEN PLATES � 'i
, 'i � 3/8"41N EDCE DISTANCE �I AT 25�-0�O.C.AIA7(. AT JOINT i � I� I (408}92}0151 ''.
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I ' TERW� E , � i sjWengineer�gmai com �
. TNLS (flAR DWdEfER) •TOP 80R5 OTHER BARS IN INCHES E.N.MT BLKC PER ,� .
�� � 1350 OR SCHEDUIE ��� i; I) II i
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� BARS SFWl BE IN 6 i �� I� A�ORE THAN 2 B1 62 63' I I I�I �E ', N0.NAILS OR BOLTS EACH SIDE PIATE I�� � �. , � .
� � CONTACT h N7RED TOGETHER �� OF JOMT I SRE UNO �� I � ��1�, I,I
i /B �IORE THAN 2 93 72 72' IYPE P� NAIL SIZE BOUNWRY EDCE FlELD Pµ� 2%6 ilE 0 16�O.C. I I .
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' ' , FlAOR � 10d 6" 8" 10• 32 16 �� 12-16d WJLS I 2-2x � I w� Z ,
�, j�QjE;i0R SQEp�D SPAqNG OF ALL 71E5µD ��p (,1pRE THAN 2 116 89 92 � � ' ,
T F TI G SCHEDUIE C 16-16d NAILS �2-2x � I nV�'�
'SnRqUPS REFER 0 00 N i I -.. �.
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I I AND/OR DETAItS. E11 �IORE TH1N 2 127 9B 102' D � 22-i6d NAILS j 2-2z � I il I � I .
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�� IS GST IN TIIE MEEMBER BELD'�'THE DEVELOP�IEN�LENGiH OR SPIJCE ,F . �'��
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I PROVIDE e4 RE&�R I, I EDGE NAILING B.N.O6'O.C. � II
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� � 50, s�����o, , � ; A ;
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, 5-�'3 TIES O 4'O.C. �, ' i I
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��i � FOR PIPE OR VENf �P � � SIMPSON A74/35, �! .i.
1YIDTH NOTCH . FACH SIDE POST SEE PWI I, I
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�� I I� SI�IPSON FH4 SERIES D IA4X.STUD PER PWI i �� � � I
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Date:
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, I ,, Z� �� 16 � 12 �I BORE&NOTCH @ PLATES $ BORE&NOTCH @ STUDS '�� 4 I WOOD POST ON SILL PLATE I �; I, S D-� ', �
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