DIR-2010-06bCITY OF CUPERTINO
10300 Torre Avenue, Cupertino, California 95014 (408) 777-3308
To: Mayor and City Council Members
Chairperson and Planning Commissioners
From: Aarti Shrivastava, Director of Community Development
Prepared by: Leslie Gross
Date: February 26, 2010
Subject: Director's Minor Modification, DIR-2010-06, fora 271 Square foot loft addition
in an existing 1,730 square foot home, located in the Planned Development
R1C zone at 10833 Northfield 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 proposed to convert a portion of existing attic space into a 271 square foot
loft. Because the loft has a maximum ceiling height of 6-feet,10.5-inches, the space is not
considered a habitable bedroom space per the Zoning Ordinance (19.08). The Building
Department has reviewed the project and determined that the area is not classified as a
bedroom. Consequently the project is not subjected to any bedroom egress
requirements relating to window height and size. 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 den space only.
Staff supports the proposed modifications because they are contained within the
footprint of the existing residence and include minimal exterior alternations (see
Attachment 1). The Northpoint Homeowners Association also approved the proposed
modifications on December 15, 2009 (see Attachment 2).
ACTION
The Director of Community Development deems the modification minor and approves
the addition with the following conditions of approval:
1. LOFT COVERSION COVENANT
The owner shall record a covenant that states that the loft shall not be used as a
bedroom, and that no plumbing facilities shall be added to the loft area. The
DIR-2010-06
10833 Northfield Square Page 2
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.
This approval of the modification is effective February 26, 2010. The fourteen calendar
day appeal period will expire on March 11, 2010.
Enclosures:
Attachment 1: Plan Set
Attachment 2: Northpoint Homeowners Association Letter
G \ Planning \ PDREPORT \ DlRreports \ 2010 \DIR-2010-06.docx
A. Written dlmen510n5 On these drawings Shall have
preGedenGe OVer Sealed dlmen51Cn5, written
dimensions are approximate and must be verified,
Contractor to rerify and be responsible for all
existing conditions and dimensions prior to and during
all phases of work.
B. If the contractor or subcontractor Should find any
lack of information, discrepancy in and/or omissions
from these drawings or if the contractor should be in
question as to their meaning er intent, the contractor
should contact Paladin Design Group at once for
interpretation or clarification before proceeding with
that portion of the work.
G. No changes, modifications or deviations shall be made
from the drawings or specifications without first
securing written permission from the Paladin Design
C roue or tine owner..
D. All work as outlined in these documents, shall strictly
conform tc all applicable codes and ordinances, the
event of a conflict, the more stringent requirement
shall govern and be met.
E. All materials used shall be equal to or exceed all
aDpllGab!e State Or IoC al GOdeS and regUlrement5.
F Contractor snail remove promptly and legally all
accumulated debris, protect all exposed portions of
work from elements, avoid over-loading structure, and
SeGUrey Store al! Items t0 be Used for GGnStrUGtlOn.
~.. All glass in hoZdYdCUS areas (InGIUQIng tubs d ShOwer5),
aG glass within 18" of floor, and all glass within 24" of an
operable door shall be safety glass a be permanently
labeled a5 such. [200'i GBG Sec. 2406.41
H. All existing ut~IltieS and Glty SerVIGeS are t0 be
maintained, kept in service, and protected against
damage durin; construction.
I. Contractor to verifu location of all existing
underground utilities prior to excavation.
J. Ad electr ical ca'~culations and wire size to be provided
bu a licensed ele~Gtrical cvntractor. Receptacle,
Fixture: and equipment locations to be Found on Floor
plans and s~tP plan. Contractor to verify location,
fixture types aria equipment with owner prior to
purchase and installation.
Y.. The contractor shall Cake all necessary precautionary
measures to protect the public and adjacent
properties from damage throughout construction.
L Any existing utilities to be abandoned Shall be properly
disconnected, plugged or capped, as required by code
or sound construction practice.
M. Provide adequate concealed blocking and anchoring fer
a!I ceiling and wall mounted equipment, hardware and
T::GCSSOrIes.
N rJnl:;ss otherwise noted, electrical conduits, plumbing
~~'t~s, etC., shall bd run ~ cncealed and framing shat be
adequate size to accomplish result without causing any
ciange5 in the wall plane.
O. Interior dim~nsiens are shown from finish su°face to
finish surface and;;xtPrior dimensions are from
sneatlvr, I~nles5 noted otherwise.
F. if fire sprnklei•F y5tem is required a Shall be installed as
required, per W PA and local regulations. The
contractor shall submit shop drawings to the governing
jurisdiction for ~:ermit
C. Each bedreorn shat! have one exterior egress compliant
window or door that is openable from interior without
the use of a key or special tools, knowledge, or effort.
R. All products listed by IGBO/NER number shall be
instailed per the report and manufacturer's written
instructions. Product substitution for products listed
Shall also have IGBO approved evaluation report and be
approved and listed by Other nationally recognized
testing agencies .
5. Exterior openable windows and doors will be
w~.ather-~tr~pped. All open joints, penetrations and
other ope'7'ngs in the building envelope shall be sealed,
Caulked, gasketted or weather-stripped to limit air
leakage.
~ . 51nk faucets used for other safety purposes shall be
equipped u/ith flow control devices, total flew to a
maximum of three gallons per minute t certified by the
G.E.G.
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Detail Number
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PROJECT INFORMATION
Designer d Paladin Design G-roup
Title 24 GcntaGt- Jason Mundy
jasanepaiadin-des gn.net
:249 S. 2Gth Street
San Jcse, Ga ~ 5 1 1 6
(4003 i0-Oi30
(40H;3iG-3'IM9Fax
Engineer: B-Line Engineering
Cont. ct - Qu?ng E Phan
quang~b-Iineengineering Gom
P:iBOx l30'SB
SnJOSeGA 951"13
(4002=.'..S•3'
Contractor T..?.~~.
Client: Mike 8 Kathy Navore
10833 Northfield 5k.
Cupertino, GA 950 ~ ~+
APN: 3 1 6-31-03J
Zoning: R- 1-G -i
occupancy: R3
stories 2
Sprinklers: Not RequirEd
Applicable 200'1 G.B.G.
Codes: 2001 G.M.C,
2U,~1 C,.PC.
200' G.E.G.
2C~0: riallf :'r~llGi ::nG'~y :•~:id.`.
SITE PLAN
Seale: 1 /S" - 1'-D"
DRAW ING !IJDEX
Sheet r~heet Title ~
A0.0
AO.1 _-
GOVEP, SHEET
PROJECT NOTE 1
2
A'1 _ EXISTING•FLOOR PL ~N 3
A2 C P,ROPCSED•FLOORPtAN 4
SG.C SENERAL•STRUGTURAL •NOTES 5
_50. i ;~F.NER4L •STRUGTURAL •DETAILS 6
_
S 1.G FOJNDATION d•FRAMING PLANS T
52.G CEfAII.`; 8
T; 4 TITLE s4 9
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AREA CALCULATIONS
Existing Proposed Proposed
_ __ _ Area Demolition New Total
Lot _ 1,440 5F
First FIoOr 6 t4 5F O SF D SF 614 5F
Second Floor 543 5F 05F 0 SF 543 5F
Loft OSF OAF 2'11 SF 2'11 SF
Cara a 5135F 0SF 05F 5735F
Total 1,~305F 05F 05F 1,'1305F
5G4PE ~~.~F WDRK
Neu;:
~. 2"11 5q.ft Loft addition
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V. See attached Title 24 forms and/or calculationsfnr PROPOSED RIGHT ELEVf~TION (North t . -~~~' ,'•r~ ~ _ -, ~.;.. ~::'~• •• ~ a .~ ; "-I ' ..' ~ • ~ -a~
project energy efficiency requirements Scale: 1 /4" = 1'-0" -
. ,
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Paladin Design Group
249 5.20th. Street
San Jose, GA 95 1 16
408.370.O13G VOG
408.3'10.3 i 99 Fax
www.paiadin-design.net
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DESIGNER DAT'c
M. Jd'aGn M~ncy P
Q REV151G~5 OAT::
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PROJECT:
NAVONE PROJEG?
Mike 8 Kathy Navvne
10833 Northfield 5~.
Cupertino, GA 95014
.n loco, r: Qn. a-ranpement: ana Gia~: •tcatea;.
etresent cc Cy [Mn mauryre cw~e0 o• ens the (.~ o~r~t_ c!
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DP'E. Dec 1 ', O4 GRAVrN~..MJM/SF
SG~LE AS NOTED FILE: JQ-C3A
DOVER SHEET
~o.o
shoo.[ 1 of 9 Sheete
NA`/ONE PROJECT
material at each side and [here shalt be a minimum 2 a"clearance in
front of toilet.
E. Exterior Landing at Dcor - (GBG 1008.1.Si
1. Provide landing at all exterior doors, if transition from top
cf threshold tc exterior surface is > ~-T 5",provide the door
does not swing over the landing.
2 Landings at doors that swing over the landing shall not to be
greater Chan 1 inch below Cop of threshold.
,, Mlnlmum 36 inches length in the direction of travel of the
landing
a. Landing height shall be equal distance from top of threshold
and exterior surface, unless noted otherwise,
Landing shoo be sloped at 1 /a" per foot away from wall with
anti-slip suface.
E Landings with more than one additional step shall be
provided with handrail.
~. A landing is not required at door from living area to garage
unless noted en plans or required by governing jurisdiction
F. All habitable rums are provided with net glazed area ncL less than
3y cf the Floor area of the room served, and minimum epenable area
tc the atdocrs of 4~G of the fl. or area being ventilated (GBG
1 205.2 d 1 203.4)
G Provide min 18"x 18"access panel Co motor
ARTICLE 2 -DIMENSION NOTES
A Dimensions at hallways a water closets represent minimum
requirements
B. All interior dimensions are from finshed surface to finished
surface
G All exterior dimensions are to the edge of wall5heathing.
D Gent=dine dimensions are approximate. use locations cf
structures and new surface finishes [o maintain true center'~Ine
relationship.
ARTICLE 3 -EXTERIOR NOTES
A.
B
26 ga. GI. gutter continuous at all ogee overhangs where indicated.
h;ew gutters may be of aluminum, extruded
D 3' 26ga 6' downspouts as needed. Provide splash blocks and
end. that slope away from building a minimum cf 2% slope.
E.
F.
G wood trim shall bepre-primed or painted Redwood or equal. Gut
end of trim shall be paned prior to installation.
H. Exposearoef ogee material shall material shall match existing or
shall be ' x8 V-Rustic Pine or equal U.N.O.
Dual glaze, low-e, windows Co be installed with approved building
f,asmng -use fo-tifiber flashing per federal spec. uu-b-i 90a style
~, grade ab c. ~-equal.
1 '?wid!r1q :; d'e55 CO be clearly YI51ble from Street a5 per C.ICy'
:`.and E'rd
K.. Llgl•~t fixtures exposed to exterior to be weather proofedus'~ng
an approved sealant. Fixture type and location as noted nn
eiecirlcal p'lall.
L. Electr icai outlet exposed to exterior tc be Installed in approved
"Bubble" type'.leather proofed box using a self closing cover.
Outlet type and location as noted on electrical plan.
ARTICLE 4 -INSULATION NOTE5
A R- 13 fiberglass roileG or Batts in perimeter walls where ezpesed
f; om construction. R- 19 fiberglass rolled or baits in flooriha
spacL°. R-30 fiberglass rolled or Batts in attic space. R- 19
Sprayable Polurethane Foam at vaulted ceiling if applicable.
B. In5u9t10n shall be Installed 50 a5 CO malntaln 1 -Inch Clearance
vetween insulation and roof Sheathing as per G.B.G. t 203.2,
except for Sprayable Polyurethane Foam insulation.
G All exterior openings and openings between heated and unheated
areas shall be weather stripped.
D Typical Insulation provisions:
Floors ___ R- 1 9
Walls ..._ -___ R- t 3
Flat Getling R 30
vaultedGeiliuq ___ _ R-19
F Prcv de continuos bead of caulking under Sole plate
F See Title 2a r:alt,ulations for additional information
ARTICLE 5 -ENERGY NOTES
A
B
G Silicon caulking, sealant and weatherstripping to be used at all
openings and penetrations through building envelope.
D. See Title 24 calcwations for additional information.
E. All exterior doors shall have integrated weather stripping.
F Manufactured glazing in doors shall have a label attached certified
by the National Fenestration Gouncll (NFRG) and show energy
standards Label to remain affixed to glazing until project has
passed the governing jurisdictions final inspection.
ARfIGLE i -GLAZING NOTES
A. Egressccmpliance (2007 GBG 1026.2a3)
All escape Or YeSOUe windows frcm Sleeping rooms Shall have the
following minimum requirements.
1. Net clear height 24 in
2. Ne[ clear widen 20 in.
3. Net clear opening 5.~ sq. ft. (5.0 at Grade level)
4. Finished sill height 44 in max_
B 'x' Denor.es operable parel,'0' denotes fixed panel
Operable/Fixed panel is determined bu viewing
window from exterior.
G. Tempered glass shall be permantlu identified by the manufacturer,
See GBG 24v^63
D All exterior windou5Shall nave integrated weatherstripping
E Manufactur ed glazing in windows shall have a label attached
certified by the National Fenestra[ien Geunul (NFRG) and snow
energy standards. Label to remain affixed to glazing until project
has passed the aovernine, jurisdictions final inspection.
F. Contractor and/or i:cmeewne~ to the verify loot proposed
windows meet the egress requirements prior tc ordering and/er
purcilacing wirdows_If there is a discrepancy, Paladin Design
Group tha!I be ccntactr:d immediately; fv rescluticn of issue"
ARTIG~E 8-FIRE-FE515TIVE GONSTRUGTION
A One-Hour Fire-resiSti re ccnstrat,tior'shall heprovided at onthe
garage side of f raining inriud'ng all horizontal =.epara[icns.
B. Fi~ewall shall be ccnsG-ucter. with 5/3" Type-x fire rated gypsum
continuous tc underside of roof sheathing or to ceiling if located
under second floor at garage
G. All openings thnl flrewall shall be sealed with approved method or
fire caulking.
D. Electrical panels may NOi be located in a Firewall
E Doors From living area togarage shoo be t -3/a"solid wood
self-closing tight-fitting deer cr z0 minute fire rated door.
F HVAG air ducts passing thru tirewall shall be a minimum 26 gage in
thickness with no openings or ar. approved fire damper shall be
provided.
6 Provide t /2" Gypsum at useable space under stairs, Typical
ARTICLE 9 - PLUNGING NOTES
A Water Heater:
t. Existing unit to remain.
2.
3 verify ur provide looter heater bracing- Precing sha'I be [o
side walls with approved Seismic straps at upper a lower
/3 of heater body.
4 Verify or provide water healer bracing. Bracing shall be to
side walls with approved seismic straps at upper a lower
1 /3 of heater body. Provide R- ~ 2 rated insulating L-tanket
approved for w/H verify
8. Hct And Gvld water Lines
1. 7ype'M cvpper':IneS to be sized by plumbing contractor.
compression stgle snot-off valves or equal installed at all
wall exit points. Prcviae insulation wrap on all pipes
exposed a[ exterior wall Pressure test under working
pressure (50 p.s i mini.)
2 InSUlat~. rondensare return piping, het water inlet and outlet
piping (firs t five feet'n u• ccnditicned space w/ R-4
Insulation min. for Nstrlbu~ion and return; and recirculating
not water piping in attics. crawl spares, yr unheated spaces
other Chan between flours and Interior walls. Insulation is
3!4' R-4 flexible insulcCiun for service het water pipes-
3.
G. Shower controls shall be equipped with approved water pressure
balance valve.
D. Hose bib(s) snap be ebuipped with backfiow prevention device a[ all
new a existing hose bib(s).
E Waste Lines shall be 2' ,.B _, Ir-wall increased to a" n B5 at
junction cf main waste line. ~ ~ a" per foot fall required for proper
drainage.
F Vent Pipes shall be 1 ;; 2"'0 2" abs exiting point to be weather
sealed using suitable boot style roof jacks. Goat pipe exposed to
Sunlight with latex paint Golcr tc match roof tone.
G. center of water closet snail be a minimum of t 5" to verilcal
surface of sides. The clear space In front of a water closet shall
not be less than 24 inches 12001 GPG sec. aOB.hl
H. Provide an approved backwater valve on drainage pip~ng serving
Fixtures Coat have flood level rims less than 1 2 inches above the
elevation of the next upstream manhole Shull be ir.sta!led per GPG
7 1 G.O.
I All building water supply systems In which quick-acting valves are
installed shall be provided with devices [c absorb Che hammer
caused by high pressures resulting from the quick closing of these
valves- These devices shall be installed per GPG 609.10
Ant I IC,LC I V - 7ht(1I`I CIC :7 1 ALL n4.1 I C7
A Rough Framing Shall have min. finished interior of 1,024 sq. i~:. and
also encompass a 30 in. circle. Area a dim:~ are measured at [he
top of the threshold and maintained [0 7 C :n min. above the drain
with no protrusions other than fixture valves, shower head and
safety'oars or rails. Provide bldg. paper 6 f: min. high on f ace of
studs for all walls of shower enclosure.
B Shower Valves [2GG~ GPG 3ecticn a 10.11
1 Sh0Wer5 Shall be prOVlded with Indl`lldUal pre55Ure balance
or thermostatic mixing control valves.
2. The maximum mixed water setting shale, be . 20 degrees
Fahrenheit
3. Water heater thermostat shall rot be considered as suitable
for meeting this requirement.
G shower walls Shall be Smooth, hard, non absorbant surface (e.g.
ceramic [ile)over a moisture resistant urdr.rlayment (eg w.r gyp.)
to a height of '101n. minimum above the drain i^let.
D. shower Doors t Panels: Enclosures shat; be fully tempered,
laminated safety glass or approved plasc,c !per G.G.G. Section
2406.3
ARTICLE 1 1 -EQUIPMENT NOTE~i
A. Identification of equipment snail be provided when more than one
heating, coaling, ventilating or refrigeration si stem Is installed cn a
roof or within a building it shalt be permane'~,tly identified as to the
area cr space served by the equipment
B Provide UL listing or IGBOa Fcr gas appliar ~s
(NO wood burning appliancesi
G. All fuel burning equipment shall be provide~~ :!th adequate
combustion air Supply as per GMG Ghap "
ARTICLE 12 - ELEGTRIGAL NOTED
A. All electrical indicated is new and sna l conic ly with the 100 r
California Electric Gode (GEC, i
8 (N) 20G Amp service - Add cir .u't breaker as required. Laoe'I
circuits with permanent ink. If subpanel to be installed, I[ c-hall not
be located in Cre vicinity of easily ignitab'a materia;(sJ such as
clothes closets, in bathrc~m5, nr behind _'nors
G verify that service pane! has a orcundinc e,actreae if not provide
8ft copper grounding rod near (E) 5ervlc;: ,>anel. Provide
conductor frcm panel [o rod sized ac~cr ar y to GEG and provide
"Acorn" type connector rated i or contact with soil
D. Provide LIFER Grounding ale strode and b•~n;lirlg of gas and water
lines.
E All wiring to be NM type.
F. Provide nail plates at all studs where wire p, netraticn is withi~~
1-1 /2" of sheetrock surface.
G Staple wire 12" max. ~ Metal, b" max. a Pl:,sr.ic h cm bores a
spaced 12"-typ uN0
H. BedroomGircuits Branch circuits that supply tz5-volt,singlc
phase, 15-and 20-ampere outlets irs[a'Icd in dwelling unit
bedrooms shall be protected bu Arc-Paul: Glr:- t ]nterrupter(s)
listed to provide protec[lon of the ~^tirr - ~ r.~,t Ar[ICIe 21 C-12
GEG
L BranchGircults:(200?GE::-Article2lG-1"(c)(!)1`Irna!I-
Appliance eranct~ circuits. In addition tr, the r.uimber of branch
circuits required by ocher parts of this sec ticn, two or more
20-ampere small-applianreS branch circuits Shall be provided for
all receptacleoutletcspecifiedby5e;ticn':1G 52(6),
J Dwelling unit Rpcepkacle Cutlets: [2C'~~'~ G'_-G ~ A, title
2 t 0-52(b)I In the Kitchen, Pantry, Brea:f%st Rvom, Dining °crnn
OY 5:mller area of a awelllrig unit, the Cwp •." ,^•%re 20- °"'~ :.r E
small-appliance trance rircl its required ~,: ~.ection 2 10 t '.cX I )
shall serve all receotac'eoutle[s covereab~ 5ertlons 210-52(a!
and (c) and receptacle outlets for Refric:-at'vr equipment.
K Laundry BraFleh Circuit. i1!~0? GEG - A- ;c e 2 10 i ' (Gi(21 a
2 1 G.5 2!F)) A dedicated 2U-amper e bra c'r ci~.u t shall be
provided tc Supply all lau^.dry ~' acept,~i :: ^Jr lets.
L Bathroom Oytlets. [20G -~ GFG - Artir.~.; : 1 i ': e ~ " 0 1 . (G){S; a
2 t ;J.S 21 All bathroom receptacles Co b. s ;ppSes by a dedicated
20Amp urcuit nth OFGI prctecuor ~ t- ~ t' t.a'^nc! supp y any
otherrecepta~les,iignts Fans,etc.(E:.cer;trn-whe'etheclrcult
suppl es a single bathroom, outlets Fcr :Cf;er equionen! within the
Same bathroom Shall be permitted to Y .; s np~IeC;
M.
1.
3 Prov de separate cii'cu~t for disposri.
a
O Install ground foul[ circuit interrupt outlets rt bathrooms, garage
and other Iccaticns as indicated. Test , ~ G. device fur proper
operation. L Ight at shoiusr shall operate prom 6 FG outet at
bath vanity.
P All lighting locations tc be switched a[ walls where indicated Install
all light fixtures per manufacturers instruclr:ns
See Lighting Pian.
Q Exhaust fan /Light combination units shall b. 10 cf.m. exhaust fan
and IlghC with MfY'S control 5w1[oh as Mfr'd btu brown Cr equal.
Installed in hall bath where Indicated and van! zd,tlrectly [hroagh
roof. Entire unit to be wired through bathv'~Gl pi ptected circuit.
Exaust fans in bathrooms shall oe capable of p'oviding five air
changes per hour
R Smoke QP.[ec[brs shall be 1 10v interconnected w/battery backup
and installed as per sec GBG 90'1.2 10 1 2
G.
D. All Others: All lighting must be high efficacy or provide amanual-vn
motion sensor or provide dimmer switch. The maunal-cn motion
sensor must turn off automatically when no one i5 present, and must
be turned on manually with a switch. closets less than TO Sq Ft. are
exempt from lighting requirements.
E closets: Light fixtures in closets to be a minimum of 12' frcm face
of Shelf in incandescent, 6" if flourescent or recessed and Cully
enclosed unless on dimmer. GEG a t 0-8.
F. Outdoor: All lighting must be high efficacy or controlled by both a
motion sensor and photoccntroL Lighting not attached tc the
building (i.e. landscape lighting) is exempt.
G. Recessed_Lighting: Recessed luminaries are required to be labeled
for Zero clearance insulation coverage (IG) and shall be labeled air
tight (AT).
H. Switches to be grounded type, Typ.
I If Lights are installed in a shower or bath compartments, they shall
be listed for wet location and equipped with gasketed cover, Typ.
ARTICLE 14 - T24 LIGHTING NOTES
A. HIGH EFFIGAGY LUMINAIRES OTHER THAN OUTDOOR HiD:
contain only high efficacy lamps as outlined in Table t 50-G, and do
NOT contain a medium screw base socket (E24/E26i. Ballasts
for lamps 1 ° watts or greater are electric and have, ar, output
frequency nc less Chan 20 kHZ.
B. HIGH EFFIGAGY LUMINAIRES -OUTDOOR HID'. contain cnlu high
efficacy lamps as outlined in Table 150-G, luminaire nos factory
installed HID ballast.
G. Permanently installed luminaires in kitchens shall ne h on efficacy
~uminaires_ Up tc 50%of the wattage, as determined In ~ect.ion
'. 30(c), of permanently installed luminaires in kitchens may bz in
Iuminalres that are not high efficacyluminaires, provided that these
luminaires are controlled by Switches separate frcm those
controuing the high efficacy luminaires.
D Permanently installed luminaires in bathrooms, garages, laundru
rooms, utility rooms shall be high efficacy luminaires. OR are
controlled by an occupant Sensor(s) certfied to complu with
section t t 9(d).
E. Permanently installed luminaires located other than in kichens,
bathrooms, garages, laundry rooms, and utility rooms shall be high
efficacy luminaires (except closets less than'i0 fU OR are
controlled by a dimmer switch OR are controlled by an occupant
Sensor that complies with Section 1 1 9(d) that does not Cur n aT
automatically or have an always on option.
F. Luminaires [ha[ are recessed into insulated ceilings are approved
for zero clearance insulation cover (IG) and are certified to ASTM
E263 and labeled as air Light (AT) tc less than 2 ~' GFf~f at n5
Pascals.
G Luminaires providing outdoor lighting and permanently mounted to
a residential building or to other buildings on the Same lot shall be
high efficacy luminaires loot including lighting around swimming
pools/water features cr other Article 6S0locations) OR are
controlled by occupant sensors with integral photo control
certified to comply with Section t 19(d).
ARTICLE 15 - MEGHANIGAL NOTES
A Mechanical system shall be designed and installed by Mecharrica'
ccntracter as per 2001 California Mechanical Gode (GMG)
6. Provide proper clearance to vents from fuel burning appliances
rrom opening into building as per GMG 806.6
G. A!I ducting supply or return air for heating, cooling shay he
conducted through a duct system as per GMG 602.1
D. Enviromental ducts shall terminate a minimum of 3f t from property
''ne and opening into building
F. Under floor access at founda[icn stem shall not be u~'ed for
Mechar.lcal chase unless designedfor this purpose..
ARTICLE 16 -ATTIC FURNACE NO"fE5
~..
E:.
G.
G.
ARTICLE 11 -DRYER VENT NOTES
B
G,
G
E
F
G.
ARTICLE 18 -GENERAL FRAMING NOTES
A. All Simpson or equal Fasteners and ties shall be installed as per
manufacturers specifications.lf the specified fastener or tie is
unavailable or unable Co be installed as per manufacturers
specie cations see engineer of record for acceptable
alternatives.
6. Any Lumber w,thin 6' of soil or in contact with concrete Shall be 2x
Pressure Treale.Q Douglas Kr or Redwood
G Prcvlde sriid shim between trimmers and Headers as needed
L Rcof ventilation shall be provided as per roof ventilation
calculations
E 2x4 D.F. blocking shall be used where required by code for fire
blocking,Cabinetinstallationandgypsumboardnailing. Gcntractor
shall determine ail blocking locations proir to installing gypsum
beard.
r All cutting, notching and bored holes snail cv;rlply with GBG
2308.9. 1 G,1 1
6. occupancy separation between living space and garage shall
conform Cc the following requirements per G.BG. section SOB
ARTICLE 19 -INTERIOR WALL FRAMING NOTES
A interior walls Shall be constructed from 2x4 D.F. studs ~ 16" e c
with double top plates end a single bottom plate.
B. walls shall be covered with t /2"gypsum board on all faces. wall
surfaces in water splash area shall be covered 1 /2"water
resistant gypsum per sec. 2516 (k.i 200 t u.B.c.
G. Walls shaped be framed r~ith crown of all studs on same side cf wall.
D Prior to installation of gypsum walls shall be examined and modified
as necessary to eliminate excessive warping cr transitions which
will result in unlevel or warped finish surfaces.
E Provde 2x blocking as necessary For cabinetry, pumbing fixtures,
eCC..
F Provide Flat 2x blocking in walls at ceiling line if not located at
double top plates.
G. All uneninas from wall cavity Co underfloor crattic-area Shall be
SPar.d wltit e~panslVe fUdm.
ARTICLE 20-EXTERIOR WALL FRAMING NOTES
F. 2x D F studs E- 16" o.c. w/UbI top plates and single bottom plates.
wall interior covered by I;'2"gypsumboard-typical.
B. wall exterior coveredper siding specifications shown on
elavat;ons
G. Provirtc continuous 1 /4"bead of sub-floor adheaslve between
sole plate and subfloor plywood.
ARTICLE 21 -ADDITIONAL NOTES
A.
B.
G.
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Paladin Design Group
249 5. 20th.5treet
San Jose, GA 95 1 16
408.3'10.0'730 Voc
408.370.3"199 Fax
www.paladin-design.net
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DESIGNER DATE
w. Jnscn Mcncu r °.
Q REVISIONS LATE
8
® - --
iI PROJECT:
II NAVONE ?ROJEGT
I, Mike B Kathy Navone
lI 10833 Northfield 5~,.
I, Cupertino, GA 95014
'I, ~Il ideas Accig~. a'ran~ements anA-la's I•ccatcca
'', •eRnentea ty INS Cra~inA re cw'eG b.. an]the prGOn., cf
'~, gigolo Despn Grwp anA Uerec•eatcA evovea a•c
'~,, ]evelcped~r use C~andin conne~tinn wiG•he sreu~ie±
'~, acjaG:Con: nineunerei•. VG'CGF wc'ideas. ]esigne
'~, arce'peRent:a pane scan to ~scc by er.]:e,re: t~a•y
''~, t<r5on f'am, Or co•KCra[icn Fcr any pirGOie w'alSGe.e..
'~, witro~tt'su';[e'permissl.^.. cf Pa solo De;Ipn;rG.L.
'~ 11riLttn AiMn5lCnb o't'CSC GiUInQs Sall Haut p~e_C]C:..C
'~, over YaleA Gimtn.ion;, w'It:en Alter. G': are atprcairat:
'~, a•Gr,nttaverifi:aeon:roc:Gr:GVe'IFy,'Gtereacon5iel:
'~, Fcr ell eXlS[InA GOnAI[lonS enAA me~5len5p cr to anA ]~r na
'', el o'a5es o~wa~ This Oil ce rv~5t be'a:ii:W Ol soy
'~~ riaucn~oT[ne dimensions n'c ccnA:ienisrown ey :hC:c
''., Arauinps.
~~'~, e'cpy'iQh[20'J=Pa gain LeslAn Grc.p
~I, DA7E. Dec 11, U9 DRAwN, MJM/SF
~I; SCALE A5 NOiED FILE: 09-038
I, PROJECT NOTES
AO. 1
Sheet 2 Of 9 5heet~~
l NAVUNE PROJECT
Dining
Room
Family
Room
_ ...
~ a. r:aa: _..
._V ~ I'..~F I i
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EXISTING RIGHT ELEVATION (North) ~~
^p ~IcCE Fl etfjh
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_ .. V 7,-~,. A i_ r -
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8-,.
EXISTING RIGHT ELEVATION East
Scale: 1 /4" • 1'-0" ~ "
a~/y/~a T''~L,~F,~ i. ate '~eiyht
.. ~ I I !~.F.t'.
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EXISTING REAR ELEVATION Direction
F
Scale: 1 /4" - 1'-0'I ~ ~ - ~ ,' ~ ~ ~~ ~ ~ ~~
5Ga e: ~ I__ f i :, i ;- ~ G_ ;
,~~.e: ,
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Entry
Bedroomttl _.~_ Master Bedroom
_ ~.
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DecK
I ~
EXISTING FIRST FLOOR PLAN
Scale: t /a t -o"
EXISTING GARAGE
scale: t/a - t-o
r ~,
Paladin Design Group
249 5. 20th.5treet
San Jose,GA 95 1 16
408.3'70.0'130 VoG
408.310.3799 Fax
www.paladin-design.net
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DESIGNER DATE
M. JISGn MI,nGIJ P.'_.G.
REVISIONS DATE
0
® _
PROJECT:
NAVONE PRO.JEGT
Mike ~ Kathy Navone
10833 Northfield 5q.
Cupertino, GA 95014
~e laea., ae.i~+ e'ranpemant; ane file's i^cica[ec x
rep eeenteu by tNa crawina r c <w-ea a, ana the pooert, cf
~alaeln Des:pn:xoup ana acre e'e at eo e+o +ea a'c
ar,aopea.x use ur matn .:onncticn w~th.ne spea~~ea
ercjec: ccnt.inea ncrei-. va-c of >~.~ lace: acsi~c.
a'(~Rente> plan[ erbll Cc u!toby T!'cl:5ff [~ ary
arson flan, er :a~orat'en fu mu vu<bcv_ w-ate ce,er
ui[nou[ t'e a :te• o:rmissi~n ci v wain Deslpn ;,ro.~.
nnttenaimensicm c- va>e aaui,q: s-au nave pecedzrce
cver:cakb bimensian: wi[:enairene o", are axrcv r at:
e^anw[be verlflea ecn:r a::a':c +rlly a'c ba res:~nsib>e
fa ell exlstinp eonbltlcns ana a me'slcn;p er [c ana aix na
alo-mee o+u«~ rns _M!ce ausl ne -r.: Theo ->~anu
wia[icn Yon [he aimemi~n: a•a ccna :ion»Ylewn t1 che~e
YOLLinQ;.
a GC~y'I~[ ~o.^=vaadn GeElgn;rc,G
DATE Dec 11, J4 DRAYVN~ MJM; SF
SCALE. A5 NOTED FILE-. 09-039
EXISTING
FLOOR PLAN
Sheet 3 ^f a srlee[s
NAVONE PROJECT
r'ti ° „
~. r .. ,. `'`'3
J "e V
'~'=~ " `
~u~~t'~ >I~14n~t.~~~~
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's e n~Ga ,.ers- ,s rrcGa ;ao
.Yr r. ~.+. t"., _...r ..._. ~. y.. -1-;~ . .~~ CEa r5.?}~ U~Y- ~4. C+; n ~ . ..
ae. /tii _~C., dog'' ~ O'
ECt'.13~.i - I .,..~,
E TYPICAL RAILING DETAIL
Scale. 3/4"- 1'-O'
°~;~_"
_ ~c; _ ,,_,_ ._
;N~_..~.._. ; T ~:.s ~:r
rigs
~ ~.. _.
.^ar: , .
k 1 ~,~ 'C'~ "'3'.
.. ~.~, G....,:.~..:~u,,.
TYPICAL RAILING ~ STAIR DETAIL
D Scale: 3/a"-7'-O"
~.: ~~e'~' Say
~nea:r, rvi~tn 5 %. T'~Jpe
l'"AGr.4. t-P.ii is [:.r..
COSeG
TYPICAL STAIR W/ WALL UNDER DETf~IL
G Scale i is - i _O
E TYPICAL STAIR FOOT DETAIL
B Scale: 1 /a" - t'-o"
~ETAIL
LLLV 1 I~IVn L LLV LI~L/
(N) NEVI T 3-YIAY SWITCH GROUNDED
(E) EXISTING s 4-WAY 3WITGH GROUNDED
F17 6' FLUORESCENT GAN LIGHT OGGUF'ANGY SENSOR SWITCH
{t{~
~~++ 6" GONDESGENT GAN LIGHT T DIMMER SWITCH GROUNDED
4' HALOGEN GAN LIGHT
XHAUST FAN
T STANDARD D~IPLEX CUTLET
e
'~
' FOURPLEX OUTLET
•
`~~~~
~I~
} /E
FLUOR. LIGH
AG/DG SMOKE DETEGTCR
fLUORESGENT STRIP LIGHT
CEILING JUNCTION BCX .
.
GROUND FAULT INTERRUPT
w PROTECTED BY ARG FAULT
,., FLOOR DUPLEX OUTLET
~~~+''~~~
-~~ - FAN BOX
SURFACE MOUNTEC FIXTURE BGX
EXTERIOR SURFACE MOUNTED '~ CE]LING DUPLEX OUTLET
m:
,,. 220V OUTLET OVEN /RANGE
,. SPECIAL USE DUPLEX CUTLET
...: FIXTURE BOX, MSIPG
MOTION SENSOR
*~ SPLIT WIRED DUPLE% CUTLET
!~'::
~
PHOTO GONTRCL
SINGLE POLE SWITCH, GROUNDED TELEPHONE JACK
Y•~,~ GABLE JACK
A
A2
New Proposed Wall
Existing Wall
t=..==_~ Seam
~ C Headered opening
New floor area
Roof Lines
- -- - - Ceiling Transitions
FLOOR PLAN NOTES
1. See Sheet A0.2 for project notes.
2. See sheet Structural sheets for
General Framing notes a typical details,
A
A2
N~ _ `
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Loft i i i i i
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Bedroom~t Master Bedroom G~ra4e
I .. .. ___.... . _ _ .. ..
Deck. ,I
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~-
A
A2_
PROPOSED UPPER LEVEL
Scale: 1 /4" - 1'-0"
A
A2....
PROPOSED COINER LEVEL
Scale: 1 /4" • 1'-0" (NO CHANGE)
/' V
r
Paladin Deaign Group
249 5. 20th.5treet
San Jose, GA 9 51 16
408.3'10.0? 30 Voc
408.3'10.3 ~ 9 9 Fax
www.paladin-design.net
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DESIGNER DATE
M. laecn M~ncy P.'_.G.
0 REVISIONS LATE
-_
® - --
PROJECT:
NAYONE PROJECT
Mike ~ Kathy Navone
10633 Northfield 5q.
Cupertino, GA 95014
AN locos ]e]I(n, a'ran~emCn[: ana pla's IrLi<a[eL T"
'etxesentec by tNS LrtlYln~ ara cw'ea o, an] the prooert, cf
~aiacln Cas'yn iroup;n] acre <~ ea[e] evo vea a'c
feveepea:a use o' en] in cenne:[icn wi[n:~e speu'ie]
acJac ~ntdneL ~crei-. YO'e cl n~L'i]eai, ]eeiane.
arra'geran[!Yplan; 5'aM to u:eL Cy Jr :eIJ!e]t~tl'y
peroonf~m :r LC~F`ra[crfa any pv~ 'a[:ce,er
uitrout ['e wr :[e' permission cl Paaain Dea~yn Grc.p
rri[tan a~man,ianb L' ['e,a <ra~m~: s'sN ha,: praLaaanu
avcr:cnea Limensian: w'i::enairens o•: are a~xcr r at:
a•0 rust be ,erifie] :~n;ra_:cr :c ,e'iry a~Lbe reeapr=bk
fa nl etlis[lnp<cneiticns ana a me':~cn; pr cr [c ana av nQ
elp'ne: ~~e•ert TMS ~!'ce rust ~_,^.~~•~teY nny
xitlticn+cr [he ]ime~eipn: tl' L Le^~' ::•_ n; shown ty :heae
]raLLlf~:
P .',cpy'IgP[ ~J." Fa Gain ~eei~No,p
DATE. D2G 1',09 DRArvN: MJM/SF
SCALE AS NOTED FILE: G9-G30
PROPOSED
FLOOR PLAN
Sheet 4 .f 9 Sheet.
GR055-SECTION
Scale: 1 /4" - 1'-O'
r lywuvu
All plywccd chap conform tc U5 product standard PS 1, American Plywood
Associatiol~ Each sheet shall be stamped with the PS and/ cr APA grademark.
Roof Plywood
Shall be minimum 1/~"-3 ply interior type rated sheathing, ~-D grade with exterior
glue (GDx-exposure '. ), span rating 3~/ t 6, species group ~ or better.
wall Plywood
sha!I be minimum t/~'-3 ply interior type rated sheathing, G-D grade with
exterior glue (GDx-exposure t ), span rating 24/0, species group 2 or better.
Floor Plywood
- Shall be minimum 3/a"-a ply interior type rated sheathing, G-D grade with
exterior glue (GDx-exposure 1), span rating ab/~a, species group < cr
better.
All pluwood permanently exposed tc weather shall be exterior type plywccd vs interior
type plywccd as referenced above.
All unblocked plywccd edges shall be tongue-and-groove or supported with plywood
cleats cr plywood clips.
Framing
Douglas Fir Gcast Region, conforming tc west coast Lumber Inspection Bureau
5Candard grading and dre551ng rule h0. 1 ~ a5 amended tC date.
1. 2x, 3x, plates, mists, and purlins NC.i (blSF-Bi, para. 1.3-A.
~ ax, purlln5, ledgers, and beans, No 1 (1 OOOF-BJ, para. 123-B.
3. bx beams, dense No.1 (155oF-G), para. 190-BB.
4 4x4 posts, Nc 1 f 1450E-G), pare 1 ~4-6
,- axb posts, No.1 (] 450E-G), para. 1 ~3-B.
6 6x6 and;arger posts, dense Nc. t (1000F-G), para. 13 1-BB
~x4, 3x4 studs blocking, construction grade, (1000F' 8;, para. 1 ~l-?.
i; 2x6 cr larger studs and blocking Nc. t (1 OGOF-B), para. 123-8.
9 Fcusaa[ICn orates: pressure Created Douglas Fir.
Ati hraminn lumber 6" cr larger in the least dimension s•lall be F O.H.G.
Parallams / Microllams
Parallams aril Microllam5 shall be manufactured by Trus-joist Macmillan Gcrp, P O. Box
6G, BOISE Idaho, b3lGl. Paralam and MlGrolam cOnSCruLtlcn Shall bE li. dLr,Cr GanGe
wain i_'oc report er-49 T 9.
Light Gage Metal connectors
,;'„ light gage metal connectors Shall be Simpson Gcmpany strong Tie connectors,
unl;;s noted otherwise cn the drawings.
Concrete
Ai; ccrcrete shzll have properties as listed below.
r aximum water-cement ratio, by weight shall be as follows'
Non-air Air
Entrained Entrained
X500 psi concrete at ~b days 55 55
X000 psi concrete at 28 days 6T v0
Aper;:ximately 3 ounces per sack cf cement of Pczzolith 3GOR cr apprcvea equal
shall he used as a water dspersing additive. At ccntractcr's option, an air entraining
adz• t confer ming to [he latest revision of a5tm specification G 260 male be added to
the cdncretE to provide specified amounts of entrained air.
Gorcrete Min. 28 Day Max. Size Max Slump fetal A'r
Element Gempressive Aggregate (inches) Lenient
5trergth (inches;
FCCtingS 25G0 3/4 4 __(n l
Slabs On Grade 25G0 3/4 4 4y_ 1.59
Yard Uncrete LOGO 3/4 4 --
Walks a GurbF
R°inforcirg Stag.
bars for reinforcing shall be grade 60 deformed bars ccnferminy t.o .ASTM A 6 15
including suoplenrent 5 I .lap splices shall be in accordance with AG 3 I b unless natal
c-herw'ise r.n the plans.
Ad'riesive Anchoring For concrete
rncxl :dhes',ve •,naa de Simpson Epoxy Tie SET-XP (IGEO ~ ESR-2~OB' T'le
;;rep liens s'nall be as recommended by the manufacturer for the conditiur and use.
Preparation of cencr'ete including drilling of holes for anchor s as well as epoxy anchor
Insta!latian she! L'e as reconmended by the manufacturer.
Structural Steel r.nd Miscellaneous Iron
ASTM A-36, ill 3cccrdance with AISG specifications. All structural st?eland
mis_eflaneous iron shall receive shop prime scat.
Machine Bolts, Anchor $olts, 5t_uds And Threaded R~QS
ASTM A-301 ~. -
Construction ccniractcr and his subcontr actors agree that in accordance with
generally accepted constructicn practices, constructicn contractor and his
SUbGOrltraLCOrS will be regUlred Co a75Ume Salt and GCmplEte fespcnsbCy fOr job 51te
conditions during the ecurse cf construction cf the project, Including safety of all
persons and property; that th!s requirement shall be made tc apply continuously and not
limited Cc normal wcrk'ng hour;, and constructicn contractor and his subcontractors
further agree'.c defend, indemnify and hold design professional harmless from any and
all liability, real or allayed, it connection with the performance of work on this project,
except (lability arts~ng from the sole negligence cf design professional
Existing conditions
The contractor or subcontractor shall field verify all existing conditions prior to
beginning construction and or ordering material, any discrepancies discovered shall be
brought to Che attention „F the engineer Immediately.
Carpentry
t Beams shall not have knots er ci zcks longer than [Ile narrow face dimension.
~. Sill plates on concrete shall be 2" ncmirlal reduced er treated DF and shall be bedded
on 1 /2" t.hicK great-Sill plates shall be bolted to Chz concrete with 5/b" x 10"'bolts.
Bolts Shall b. not more than a"from end cf plates.
3 Framing clips shall be ~r.tv:ded top and bocce n cf all posts, mullions and double studs
at edges of openings.
4 Prcviaed solid bloci.ing betwzen foists ~ b'-G" c c. Max.
5. All walls are load bza, Ing unless cthe~w se indicated on the drawings All openings in
Scud walls shall hate headef5 per SEhedllle On Che drawing5
H. FGUndatcn rrt7De Walls shall be Framed cf Slade net less In 5Ze than the SCUdding
above with a m~nlmurn length of ! a inches, or shall be framed of solid blocking.
1. Where st IJds wall abut masonry walls the stud shall be 3x member and bolted to the
masonry wi'_h 5/b" x B" bc'~t ®24" o.c. and 6"from top and bottom.
b. Wher_ plywood sheathing is used on reef or (leer, sheets shall be laid perpendicular to
di.^e:,[Ion cF joist[- Plywccd sheets s'nall be staggered. Min. area of sheet 16 sq ft all
plywccd is tc de of structural I grade or _°xterior use G-G er G-D grade.
9. Edges of plywood, subf!cor and wall, shoe'. not nailed to studs, joists or 5elid blocking
shall bz blacked by 2 x 4 and nade,d'.uith eaae nailing, unless tongue and groove is used.
10. Belts bearing ~:n wc~d shall hove standard cast iron ar malleable washers. Bolt holes
snail be drilled 1 i ' 6 urger t tan nett diameter Threads sha!I pct bear cn wooQ
1 I Lag ccrews ore drill holes ~emz as diameter of rant thread- Enlarge to shank
diameter for length cf shank
t ~ Ail pests and beams, ax a'' !ar gar, than but Into a Framing member shall be provided
with appropriate m:[a' hangers post :'.aps and pest bases by Simpson Go- cr equal.
Special InSpection~
NAIL DESIGNATION ~ Bd GOMMGN I' 1 Gd FRAMING 16d COMMON
SHANK DIAMETER. 0.131' DIA. /. 1 M1b' DIA G. l b i" DIA.
LENGTH 2 1/2" 3 1/~"
HEAD TYPE ROIJNG RG UNG ROUND
EMBOSSED HEAL I
~ ( ~II ~ 1 +~
MARKING (EZ GODEI ~. L.%
ACTUAL SIZE
i
I
I
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i
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I
F
SPECIAL INSPECTION
EMPLOYMENT OF SPECIAL INSPECTORS IS THE DIRECT RE5PON51BILITY
OF THE OWNER OR OWNER'S P.EPRESENTATIVE. THE NAME OF THE
SPECIAL INSPECTOR SHAU_ BE FURN15HED TO THE DBI D15TRIGT
INSPECTOR. PRIOR TG THE START OF WORK FOR WHICH 5PEGIAL
INSPECTION 15 REQUIRED.
SPEGL4L INSPECTION ASENGY:
NAME: _.. __----------__
AGENGl': ____ .___
THE SPECIAL IN~PEGTOR(5) CdUAI_I°IGATIONS SHALL BE SUBMITTED TO
THE STRU'GTl1RA,L ENGI"aEER FOR A.PPRO'/AL 14 DAYS PRIOR TO
C.OMMEtiGEMENT CF THE WORK. NO WORK REC~UIRING 5PEGIAL
INSPECTION SHAT... BE PERFORMED w/o THE EXPRESS WRITTEN
APPROVAL J` Tor SP~GIAL !NSPEGTOR BY THE ENGINEER OF RECORD.
SPEGIP,L INSPEG'f ION IS REQUIRED FOR THE FOLLOWING WORK:
*Special 5tructura!
Inspection by: ~~o~
a
~ Inspection- gets
EO '' Agercyr '0 by:
Other
FOR
_ _ ___ _ _ _ __ - _ _
_
1. BOIt5 InStaIlBd In GOI'IGf'ete het Set b01t5I X
2. Bolts installed In existing r,oncrete: __ _ _
Epoxy groute
'- _ ---- _ - _-- _
-
_--
3. Structural welQinq____-_--_--__-- - --_ ~---
A_Periodic_visual~TS ert.ion _-_-.____ _-
5ingle ass f Let welds c5/ 1 ~'
-----
~2 -~ - --
--
--- -----------
SCeeI decK __
-
--- - --- _ ----- -_ --- - ---
Weidedstuds
_____--__
_ -
- --
_
_
_
GGQ formed SCUGf, and-f015t5 - --- - - ~ .-
Stair and ralLn~si~ms I _
_
-- __-.-_ _- _-
Rein crcin -steel __- _ __ - _ __ __.-
-.
B. continuous visual ins e" ;Ion and NDT (sec 1103)
All ocher welding(NDT ex~tlon: Fillet. tueld; ___ -__ ____
_
Reinfor'cinTq Steel; and (!NPT req'~ired -_- - - _
-
Moment-resist!rig frames~
Others
4.5hear walls, proprietar_u shear walls, and shear _
ilia lira ms
___ _ x
_____ _ __ _
5. Hoidowns - X_
b. 5 eclat Ga5_e5:_ _ _
Shoring __-
-
-----
- ---
_ _
Under inning____-
_
_ _-_
Others: --------- -- - L---
'Where both are marked, special inspection by either th°
FOR !engineer of record) or Inspection Agency is
sufficient.
CITY/COUNTY INSPECTOR:
NAME
TEL: ---------.__ ..--- - -
THE CITY/GOUNT'~ !NSPEGTOR SHALL NOT GIVE. APPROVAL FOR NOR Sr+ALL
THE C,ONTRAGTOR PROGEEG WITH ANY WORK WHICH WILL GL05E AGGE55 T O
ANY WORK RE!~UIRING 5PEGIAL INSPECTION PRIOR' O RECEIVING WRIT EN
CONFIRMATION THA i THE 5PEGIAL iNSPEGTIONS HAVE BEEN PERFORMED
AND THE INSPECTED WORK APPROVED BY THE 5PEGIAL INSPECTOR LISTED.
e
tY And
AC
A.B. Af1C.hDY bolt
ALUM. Aluminum
4RGH
BLK. AFGhIteGC or ArclTltecCudl
BIOGk
BLKG.
6N Blockin
undary Nailing per schedule/Plan
BTWN.
~~e~ Between
centerline
GLR Gcnstructicn Joint cr Golu.aoint
clear
C,OL
GONG- column
concrete
e,ONN.
GOVT. Gonnec[ion
Gontinucus
GMU Gcncrete Masonry Unit
DBL.
DET Double
Detail
DF Douglas Fir
DIA or0
'IG
DY Diameter
Drawings;
J
EA Existing
Each
ft F
F J Each Face
Expansion Joint
ELEV.
EMBED. Elevation
Embedment
EN Edge Nail per shearwall Schedule
ExT
FDN. Exterior
Foundation
FF
PLR. Finish Floor
Floor
FN
F P Field Nailing pper schedule
Full Penetration
F.O.B.
F.O.G. Face of Building
f concrete
Face
F.G.S.
FS
W ^
Face ,f Stud
Face of Wall
.
FTC,
ga. Far Side
Footin au e)
Ga
e (~
GALV. g
g
Galvanized
GLB
GBDW G;ulamBeam
Gypsum Bcara Dry Wall
GYP.
HORIZ
~.B
~ Gypsum
Horizontal
High Strength Belts;
F
INSUL. Inside Fdce
Insulation
(LLH-)
iLL.v.i Long Leg Hcrizcntal
Lonqq Legq Vertical
MAx.
MB.
M<, MaMmuni
Machine Bclt(5)
Miscellaneous channel
MECH.
MFR. N~echanical
Manufacturer
^al
MiN Maellable Iron
.
FNJ Minimum
New
N.T.S. Not To Scale
N.LG-
N.5 Nat m Gcntact
Near sloe
OMR.F. Qrldlnar[I Moment Re515tlnp Frame
O.F.
O.H.
F
o1R outside Face
Opposite Hand
L.
PLAS. Plate
Plaster
FLYWD. Plywood
FF.
FT Partial Penetration
Point
PTDF Pressure Treated Douglas Fir
REINF
REQ Retnfercing cr Reinforcement
.
RDWU. Reqquire er Required
Redwood
SECT.
SHT' Section
Shezt
SIr1.
SMRF Similar
Special Moment Resisting Frame
SPECS.
• c'"~ Spec(Ncatlcns
square
SSp
5='' stainless steel
Standard Steel Pipe
x5P
~hA6 Extra strong steel Pipe
Double Extra strong Steel Pipe
G
STD.
~T~FF Stag tired
3tan~ard
Stiffener
STL
Tai Steel
Tap and Bcttcm
r IG
hl
T lounge and Greeve
Tae Nail
O
G
0.5 Top of Gcncrete cr Tep cf Gurb
rap of Steel
TAP Tube steel
Typical
t,NO.
VEKT.
V1 F. er • Unless Noted Otherwise
vertical
verify In Field
~i
w/c Wlth
Wlthcu[
I
(~' ,~~-
.aHEAK INP.rL.
i.1.
~-
-Dera[es:-ae of ua l;cre:eivesner.nn
--- ":' :p.c
nq at r.nel eaq_s
~
~. t 4 Ef
_ 5c.i~EDvLc_ ~.-
~- A B ---_-~ G I r,
I I
®5tu~! 435 c'LTP4
Panels ~ "Paned ~ hF I N91. ~
Mark =<nc' • a Grade ^ae cc. Fr m Pk^ nr
-~ R!rn tc *op
F,;g,s ~ iy F f, F , .
---Pane gar,e'15r3.'ese<nny;
-_~,_r_,n.,r..llp.r.l_-g. r<a] --
~ L' Fv
l
I
`-il PiL Cc P.T. 15%B' ilia.
Bh.y, Rlm ar FDN A.B ® Vci:p
I rDN „ill (plf)
I BEam Below li. P/L p/L (o c)
A
• ~
«< 1 r/dL GDx ~•.
-~___ _ i-
r..;
4...
[::.:':.:.r
t,
l ~',
kt~:.:
/sx
f/
i-::.~:
5x 115/32 GDx( a
,x i15!32GDx
1 f." ( 16D ®5° 19x l 81" 1 3 10
"1 J' tUDav4" 3x BY 3`;0
'2 ~ 16L@4" Bx ~4" 460
g i 16D ®3" I ''x I ~4" I h00
i ./~„Dig. I
r 1 5/32 GDX ,_.;~., 1 2" b- lag screw Bx 1 E' l10
--- --LL-.__ ~ 8" -1--
NG1TE5: !Gcntra;,tor shall read a understand these notes
bf:fOre GOn5trl1Gl;lOn)
t. it is acceptable to use 7trlcter requirements than those Specified on plan. (I.e.
5lbstiWte type "4" Shear wall ccmpcnents when type "6" ir, specified).
~. tl=e cf oriented strand beard (058; requires Lhe following table cenversicns:
A f• anal thickness of 058 Is same as [able value. -
B Fsnel grade crinversicns:
~' grade plywood - ~heaLhiny grade OSB
Srrt c i (structural I; grade plywood • Struc i (Structural li grade OSB
3 W;:cl a ao~ble-sided czllnut occurs pPr plan, fastener spacing far D,E,Fa :
;i1ai! be reduced "y ".
i /
i!D ,
ar.~.c..ra ,.-.... .,vr sr:r.,x.:n:.~,s~a~.,.„,..:.,.::.m_.
Lr~:.:v
f
C~ ,.
,~~cnat~are
~-' ~ r
r ~
shearwall Nail 5pecit'ral,ion
t Nails manufactured by Air :+ai' Gcmpany
'dr ardeYing mf 01-n':atlon L':d ::gal d15trlalJtcl ~,
d:.ntdLt Alr Ndil Gcmpany
vE85 Rowers Ave
South Sato ¢.A °.:. : 44 1 b
Gastcmer Servi„~;Sae~ (b.'1u') ~-'~-6455
Operatics; (3<3)5,~.3-I I5r--,
< The fellcwina trots arec~l:aaiz of driving the _uF.aduizd
Halls.
Hitachi®NRo.A F:rlcd;:®235G;'SRU cG
Halsteacl®HN21< "'ikita~AN-b30G
HalStea~HNS32 3i-an-Cecr~SDNI tiSJNI iB
NalSteacl~HN53a Bcstitcn~N?ORHN
Atro~RHS92 s.nco~'S':EO, SN65
Gcntact tool represent','~e t" ~eri~y your tool, 1f •lot listed,
s capable of correctly driving Bald nail. t; the prc;ect
req!irements.
BC 2.007 Table 2304.9.1__ __ _ __ _
_ Cmneaion Faslenirg
] 1a',p to sill or gtraer 1-Nil mmnanR l,2'x0191'i
3-3' x 0.1 J I' na'.s
_ 3-1' 14 a sr les __
location
Icenarl
2. Bncgmq to last
1. rxfi'sublbor or less beach last __
4Wtler Than 1'a 6'wCMer to eacn lain
5. 2'sulafaor la pal pr prder
fi.5oleplate to p~~! cr blacking '2~ tld common (2 1,2' x 0.1:11 I
t - 3- Id ;gage staples
L-0d comnwn 21r2'xO.IJI'1
1- Gtl common I? n_P x0.131',
2~ I6d ^ommon 312's 0.1fi2'1
loo (31t a O I'35'I at 16'oc
3' r 0 17 1- nods al N' e.c.
3" Id gage staples al 12' o.c
'
'
-
__ __
__ Icerarl eacn eM
lace na,l
lace nail
tend and lace na~-
!ryrml lace rerl
Sala pgle to prst or bbcksg at Crated
wall Darrel
__
7. 1'op plate lp stud
' Slurs to sole Dlae
Id
__ ____ _ _ 3
~ 16tl 13 1~2 x 0.135
; al I6
d-3" x 0131' nags at 1fi'
- 3' 14 Vape slaDles per I __
Y-l6d mntnwn1211-w 1.161
3 -3' x 0.111-nails
9-3'1d std tes
4 tld mnmwn (2 11'x0131'1
-3' a 0.191" nails
'J -',f' 14 gage staples
'h lfitl common (31r2'x(;.Ifif~
a.3 : 0.13 r halls
7~ 3' 14 gace slaDles
'
-'
'
"
I C,aced wall-alels
end nail
Icenall
nd nod
9- Doohie s;,d'
__ x 0.135
1 et td
16tl (! 1
1
o. t.
:1' x 0.1'11' had al tl' o.c.
~ 1d a e sla le at N' p.c. lace iron
10. Doucle lap plav~.~
Double lop plates 16d 19 1~1-x 0-1'19'1 al iti' oc
3' x 0.1! I' sal et 12' o.c.
!' td gaga. s~aple at 12' o.c.
tl~l6d mmmoni3 l'2"xG.161'I
1t-9'x0.131' nails
12-3- id trace SIBpleS. typical face sal
lap splice
11.61ockrng bei,:'¢entana ar an¢r.wla•~we
__
12. Rim tool lg loD?late
______-~
'3
lap plates
topsail ~nl¢rsec'nons J __
3-ed common it l~2'xo 131";
3 ~ 3' x 0. i11' nails
7-3'14 Vage staples
tltl (l lit xn.lJl'I at 6'o-c
!' < 0.131' nail at 6- o.c.
149ago sla01k a15'p.^.
2-Ifid mn•mon t3'r; +0
1[27
__
Ial nail
loaned
___
lace had
_
.
1
1d. eoonmious header~,e prec -
15. Cedar 3jorsts to plate .
3 S z'~I.11I" vans
I6d common_I ~~'_x a.ISI~
3-tld comnwn is r3.1°I't
5-1'r !.171' nai'~
3" 11 to ins
~-P --
__
--- -1
I6`a. c. aloe etla
tuenal
-
16.CCnnuausheadertcs!ud 4~Ndm w 1 ~ .111 ;o¢nal
' C Ircy Sfs laps ova pant., x 1-I6dm errn,9 ~- Jls n ~~~~ Face nail
;set Jeclw,2.Ue. lU J.1. Tabl¢?3r3.1'J d.ll TaLle 1'ICd.104.1
d-r x3.191 rwds ,
4~3"14Vg stool
i6. Celrg lc dsto parallel ratters '3~I6tlr nt tan r3 x0.161",n rnv^ (Face oaf
sec Senkn 1303.10 J.1. Table l3u3.10.d.1] Il Fable 270P lU dl
d--1' x 0.1]1' narfi
_ _ d J- Id gage sla I~ei
1AR b lp ,n J-Ndm t2'.:-x0.111'1
pia
,sass [> t30tl.IC.1, Tabe 2704.10.1, 1-3'x0.1 1 ads
_ 7 ~ 3' 1d gage staples _
20
I" tliegonal brace m each Stud ono plate 'h tld mmnron (2'!' x 0 131-1 i
__ _-----
itxnad
I
__ __ ~ p
I .ex I
.
2~ 3' x 0.131- nods
__ 3-3- id sle lei __
21. I'xtl"sheathing to each Ueann 3~4tl mmnron 2:-; xD.131-t
2't. 6V~der Than 1' x tl'sheaNtn to each beano 9- tld common f2''; x 0.171'1 _
23. Bas~up cprnersWtls 160 common (3 r'x0.1fi2',
____ _ _
_ _ Face natl_____
Face sal __ _ __
24'o.c.
rxol9rnails
_ 3'Idyaq¢slapt¢s _
27 Builnup ynder tiro b¢ems 20:1 cdntnwn (d' x 0.19!172 p c
3'x0.191'ned al 24'ac.
1' 1J Ban? staple el 24` a
I'~20o mnln'wn N'x0-19'C~ II6'ot
I6'c.^-. ___
lace had al tap and bottom staggeretl
an opposite sides
(lace had at entls antl al eacn splice
7 -9' x 0.!'31" nags
31'ldgayaslapl¢s
t5. t',panks ______ I6d comnwn rJ '. ,'x o.le~t',
't6. Ceuar be to alter ~1 -~ 11M1 comnwn 13" x 0. WP's
3- x 0.1'1 I' nails
__ __ 7'14 esla ie~s
t7. 3aak rafter lp hip 3-10tl comnwn ('1'x O.IdN';
W 3x013i'nads
'4 - J' 14 goge staples
2-I6J Cammpn t7l~'xU
l6/"': i
_
_ a¢acn bea~.n
Face nail
_ _
foe sal
Face had
.
9 - 3"x 0.111' nails
_ ,. a-ld aav~saples.--
2tl. Roof caber la 2~~ ridge boom -- - _ '~ 16d m own (9 S, x 0.161'1
'~ 3'xa.l7rnada
J-1' Id gage stapler. (
_--_--
--- Tce url
~
2-lfdm w :'x U.1ut'!
33-xcrlrnads
--__---- 9 ~ 1' 1d Ua3e slapl¢s
Ly. lmsi to band lo,sl 7-16a mmnron j3"; xU-162")
- 9' x 0.131" nay's
__ _ 4 ~]'14 a sla les
30. Ledger stop J ~ 160 comnwn (3'%" x0-16!'1
43'x0-131'nara
4 -'1" 14 gage .wpies
'NCod ~bualu~alpm;!.ISanc pa~l,vlEnaard' arA less 6a: ~.
.~. .. :lid 0111 \vB'~ ahealnng (lg Iramlrg; ~~~ 2 Jt4' / i.l i M1 n
I IJ!d'1G yx;.
i I 2a3 r6n3 n ~Face nnf
--~-------
Face nail
__ __
Face sal
-
a,i n
~:p
1 t- 15 gage p
"tl-1g I' Nd ;;
11:P'b 1'.' Ifltldc~Ndd
Single Flap !rpmbrnsbpn sa6:laa~ IY: and less tide
urde-aymem to o-ammg, ie'm l' ode
it '6" dJtloar Boa
12.'ir._ S~~a~, lw (arany) '."ar y',~ Stl!
.+: " I
+33.Ftar,oad,~ea' rK.r ,- v,. rl, ge ap
{ et m. ,al
1 No ib gaue sta
i ~~ Ne I. ?aye ra.
6~3 LOr a '.sad
d miercr pnneluq-I r' --dn.
-...._ _ . l~ d~.... ~ ~:
FN SF 1 rrwh '. 25.6.nm
a. [Nmn10n or box ne IS arc ra m (led to rte .dad exoepl w t Ili a std eo.
b. Na i, sparetl al fi re-es on center al edges, l2 ruches al I m'J ppon5 exce
For w I rig of woad stn U riot pare- and pen~deboarb diaphragms aril ,near wale re
Abe axnmm, pox a casing.
~ Common w del(n coed shank (6tl - 2' x 0.111", dd 2 %" x 0.131". tOd ~ 9" x 0.148' 4
171 •
1dN')
tl
C cocoon (fiU 2' x 0 1 3 Nr
2 :;" :
0
10tl - 3' x 0
!
I
(w I
-r,.l..l~
pler
lr~q narln
17 0.13x1 i
;
I
_...
p.' B ntlles at supppns where spans are dN nthe5 or Wore
fer Ip Sacbpu 2305. Nals Ierwa shealn rg are pe m bed
,
.
.
.
.
.
a.ae dsr. rrrzxo.lt3.ad2ilxoul.[odJ.¢.1ax°l.
I Cu aso re-titan sling lfid 17tN'x0.10G dd 2J N'x0.7 tl'laas 116 "'
g-Fasteners sl aced 3 penes on center c. exlera edges ono fi r ends a caner al rter
Sparing.hall ha 6 iNl2a at cenlet on the -d9P.5 old 12 inches on renter al •~nerme
h. CarroswrFresdlant mirrg nails with 7116-rnchdre'nreler head end 1 's'+rwn IengU to
7S l2.r~ch snealrang.
i. Conmrpn~resistant staples cant naninal i/16~ .nW crown and 111N-into length for ;'; -
Pa N suppans al 16 nrhes (20 inches A strengln ai s n dw laa7 -,rreclan W tnepan
l. Ca J,1 1'2' x O.ONO 10 (rush i1 1;2"' U X72 i na s specal6 nd,es on pane' edge
k Pen,l .uppa's al 2d when CaAng oil sh a3 s-aced ti n Wes on Panel edges. 1
I. Far exer5hea'nryg appbcalaa dJ ~aJa '2 i~"31a,e ilk rnnreau:eJla
m. Staple. hall have a m 1 mJm c'tW+n w dlh o' 1f16 nch.
n Fa roof sheNNny apph CaliM;. 1851enen spaced A ~nches o. ~ center al edges. a inch
c Fasteners spaa~d 4 cocoas v.'. renter al rdges, N rndre: al rr::crmed~ele wppons for s
6 nrhes al nle~med ale suppa[s for mar sheaMnG.
!.: Faslmero smced4 ~rhel Cn ceNer.Y ¢d9¢s. YdPRlK al sn 2fn;Sy!ale wP4 t~.->
„
009y'. tld 2 0.117"I sal.
med ate. suDpons. when nail as sinrcWral sheathing.
dal¢ 5uppon. for nOnstnrdural aPOLCabons.
r'%~ +rwh SneaNwg ono 1'.'-inch length hr
inch shealnrng and 1 '/,",nth length for 25192-into sheathing.
a. unless olherwrse makedl-
s. 12 rwhes al nlermed ale suDWns.
2 mdxs al nlermed ale suDDOns.
w.xdsLucWepa,er.-
¢s ar rnermetliale soppMS.
ubbmr and wall s~xathrne gild 7 ~~nd!es on :enter al edges.
.. .,,-. ". , .
h.
ARP'r~OVAL D/lI-2~io ~n~
~ V
II
I
Paladin Design Group
249 5. 20th.5treet
San JoSe,GA 951 16
408.310.0~30VoG
408.310.3799 Fax
www.paladin-design.net
QRCFESgp'.,
/pp0~ ,-~B V -~i
P','P ply'. C `. '`
%~~ OJ 7. , 1-. ~.
'~' ~,gy l
r' LL No. 67727 "'' `
I~' T,'
\\r~~'... CIV'~' ~$
9T P-,
~~ OF CA~1f `~,
\_
DESIGNER DATE
M. Jaeen M+:nay P p. --_ --_ -._ - .
Q REVI510N5 ?ATE
0
-- --'- --
® ._.~
PROJEc;'
NA~r~JNE PRC~JEGT
Mike d Kathy Navei~e
1G833 NorthflelQ Sa.
Cupertino, GA 95U 1
+d idea: ae:y' a•ranpe n.:e apta cc tc ..
'ape t rky th a ~ ao ena,le [, o-art, c'
aalaG,C .x ape a e' e t J +a..ea a•c
]e~elopea- a t-.,nw.6 0 .
_....t 'ne„ne. e . vc a of sac ' n:, tle-ryr.,-
rayr]ement'-X pIM:-S'all tie u!ee byre JSC!Y.e]t:~ ~)
person f~n,Gr'.G'Garaliar fR ang pLTpJSt a%at:-Gexrr
ui[rcv[ t'e ur :tr oerm'ssf.-r cf va~a;,lr. Je~.~ r~o.:.
nrbt a ore°'t 3:','ar ~ n - edencc
aver oleo en; an:. t a arenso npG rx rate
a'ar ik - a.on c~v Fy r c -~.wlc
for tine lekn~-.nd[r~m one area-slenz,ro [ snaav.~na
n• df tlx o I i
r;et n c^[se 0memv ,nca e[[na:.. en-sM. k~, _.c
c~aarngc
s~cpy'ipnt ]0'.-Pa gain Deily'. G'c.D ---
DATE- Dec 1 7 09 DRAWN. MJt-1!6F
SCALE As NGTED FILE J9-C3e
GENERAL
aTRtjGTURAL
NOTES
•
:area[ 5 ;f 9 ~ht.rl~.;
DOUBLE UP KING 5
! JAM6 STUD WHEP
AT OPENINGS GRE
THAN 4'-O` WIDE, T'
16dlt'2.O.G. -~
STAGGERED. TYP.
AT DOUBLE STUDS
WALL STUD, TYP
(2J 10d TGE NAILS
EA. SIDE, EA. STUD
TO SILL PLATE, TY
5/9"d A.B's MIN. p
ab' C.G. MAX. AT M
TYPICAL, U.G N.
sHLAR rLT Wf
SEE PLANS AN
TOF PLATE
EDGE NAIL
SHEATHINGT
HOLD DOWN
5TUD5 FULL
HEIGHT
TYPICAL
E'
HOLD DOWI
PCST GR
DOUBLE 5T'
TRIM STUD
(ONLY 4
80~TED
HCLD DCIY.W
HARDWARE,
CMIT
AT SGREWEI
HOLD DCWN
HDLG ?OWN
ANGHOk PEf
PLANS
JUIrv
d: --
w
.. _.
~ ?/b'
w' ` 'MIN.
w_.
~~
~w
i
s
JOINT STUD
PER SHEAR
WALL
SCHEDULE
STUD PER PLAN
SILL PLATE
NOTES:
1. FOR ITEMS NOT NGTED, SEE PLANS ~ SHEAR WALL SCHEDULE
2. PLYWOCD PANELS SHALL 8E FULL SIZE WHERE POSSIBLE. PANEL SHEETS SHALL
6E GUT FROM 4x9 (4x i ~ FOR PANELS TALLER THAN 9 F'J 5HEET5 AND
SHALL HAVE A MINIMUM WIDTH OF 1 2'.
~. FIELD NAILING (FNj SHALL 6E INSTALLED PER SHEAR WALL SCHEDULE.
». PROVIDE 3x SGLID BLOGKINE AT HORIZONTAL JOINTS (WHERE CGGURSJ
TYPICAL SHEARWALL FRAMING
REQUIREMENT
0 - nfAX. SLOPE IF REON2ED
E 6AR Dlf~
...... t-"------ '~
BAR BENS
--' ---'- SIZE DIA.
e3 t, •b 6 EAR DIA...
.. fit. ~
';--++~ ~ j EF.ND DIAr t ~
~, ~ '- 4Y. BAR DIA.
a9 tG ^ 1 1 i b BAR CIA.
-BEND CIA. »AP,24'M"+ _'. ' d''
i Q Z;
--__.i
' --x - ~ ~ Q - --
-.~ "JON; L...__...' m~lpi:
ry. N'
Y .- -
` 4 BAR DI,A., A"MIN.
~~
"
MAIN REINFORCEMENT ' ' !
-._.-~ _
~
' ~ "•~~
if BEND DIA, gpR CIA ~n'
+ ~. BEND DIA ~ i-.. I ~ I
/
BAR BEND
SIZE DIA.
e3 C. p9 4 BAR DIA.
ME AS
S
~.-b 6AR DIA. ~= Y~. i
~ ~ OR ?- 7 /2` MIN. r OTHERS A
F..R MAIN
kEINP.
i ~ •
•_ _ _~
STIRRUPS AND TIES ~~ - b BAR DIA.
OR 4" MIN.
GLASS B a G BAP. LAP SPLICE LENGTHS iINGHES)
dl = DEVELGPMENT LENGTH 0' BAR
6Ak SIZE fp 300G fG• 4000 fp 500 0
Id 8 G Id B G Id B G
a 3 1 2 1 6 21 1 2' 1 6 2 1 1 2 1 6 21
a4 1T 22 29 IT 22 29 1' 22 2q
ag 21 27 36 21 2' 36 21 2i 36
ab 2l 35 46 25 33 43 25 33 a3
+? 39 48 63 32 41 54 29 38 5G
ab 4e 69 S2 42 55 T; 30 49 ba
~ a 61 eo ba ss bq ~c _ae 62 e''
°10 19 101 132 b~ 08 115 60 '9 103
° 1 1 qb 124 163 83 I08 141 ?4 96 126
NOTES.
1. FGR SL'+8 BARS, BOTTOM BF_AM
6AR5, ANG TEMPERATURE 6AR5IN
SLABS, BEAMS, OR FOOTINGS WITH
SPADING 6' OR MOPE, USE C 9
TIMES THE LENGTHS SHOWN, BUT
NOT L E55 THAN 1'-0".
2 FOR BARS WITH LE55 THAN 1'-C'
OF GOwGRETE CAST IN THE
MEMBER BELOW. THF. BAR, USE
0.T TIMES THE LEND i H5 SHOWN.
3 IF MORE THAN 503'c OF THE 6AR5
ARE SPLICED WITHIN SPLICE
LENGTH, USE GLA55 G' LAP,
OTHERWISE USE GLA55'B' LAP.
TYPICAL REINFORCING BAR ENDS
AND LAP SPLICE SCHEDULE
NOTES:
1 SHEATHING NOT SHOWN
FOR CLARITY.
TYPICAL BEARING/WALL STUD FRAMING
WALL 5TUD5
,
SEE PLAN
PLATE WASHEk ~-P.T.51LL
1 /a' THICK x 3'
50UARE,TYP. ~
/ TOP OF CONCRETE
A307 ANCHOR BOLT
SEESGHEDULEFGR
DIAMETER AND SPACING ~ Z
F
REQUIREMENTS _~
~~~EAe °LY rvNERE J ELEVATION
G~LRS
EEE F_ANE aNG SHEARw ALL
:GHEGJ_E. "Y° GAL -t ANGHGR BOLT W/
11 X PLATE WASHER,TYF.
irr
t
~ zQ
Z F 3' MIN.
Z
X r
o!
I.J,
1 2' MAK
I~
I Q
S
G ., ^t '
N
_
CI ro ~] C,
2' MIN.
s
' /''ft'~1, i i
,l ~
/ •
PLYWOCD SHEATHING 2"MAX.
MA 12
MAK ~_..~ L~: ~._~
PER SGHEDULE,TYP.
PLAN AT CORNER PLAN AT INTERSECTION PLAN AT SPLICE
SILL PLATE ANGHGR BOLT REQUIREMENT
'~ / EiEAF PLY WHERE GGGIIRE °a,nEL _G111T----
SEE PLAh~ ANG SHEa2WA_L
Y SGHEG'.LE
STAGGERED E'vGE pal-E
EnroHC_G-:GWn
en: PosT Y
eouca~ OF'~IN,
SEE DESIGNER FN-~
EGREWEG HGLC GGWn
WIDE FER FLAY I _
SGL'AEN 6LG%K ", "l ~~
°EHIn^. RIM _C °`
Ge=__GC<ING ,1~ EMBED
SGNEVULE
ExsING-- ~ .I EN EXIS, ~;, a?.5-~ ~~ AB EMBED
vu751LL '~,I ~;
. v I•,
Ex ;'IN, ;p i
ccvcREr=_ ll a;v
Ei ul
wl: ti
THRE.GeDR r I
PERSV°SGV _ --~ ............ ~.
HG Recl IeL'^En!
EPGZY IY HG_C
SCREWED HOLD-DOWN ANGHGR AT SHEARWALL ENDS
INTO EXISTING CONCRETE FOOTING -
20 BAR ~? 6AR DlA
20 6AR ±--------~
DIA. CIA. 2G BAR DIA.
Z_
F
h
DOUBLE LAYER REINFORCEMENT i
0 BAR DIA. 32 BAk DIA. _..#
k-- I
Z
F
d
n
i
SINGLE LAYER REINFORCEMENT
BAR LAPS AT CONCRETE INTERSECTIONS
FOOTING5 d WALL5
PLATE FASTENING WHERE OCCURS
SEE PLAN ANG PLATE FASTENI^r~
SCHEDULE TYPICAL
SEE NOTE BELOW
.' ^ ^ ^ fQ c p. U
C EN
0
~,
EN .EN / EN
J L
~
....._..._
........._
NOTE:
''''' r' ~ OFFSET HOLD DOWN VERTICALLY WHERE
~ 80TH SCREW INTO POSi.DO NOT OFFSET
.. •. HCLD DOWNS THAT USE THRUBOLTS
IN LIEU OF WGOD SCREWS.
PLAN: SHEARWALL INTERSECTION
WITH HOLD-DOWNS
SHEAR PLY WHERE OC
SEE PLANS AND SHEAR
SCHEDULE CURS
WALL
EN N EN FN EN
u ~ 0
0
EN ~ EN
N
J
^~ `>J I~ I 0
~
EN
0 0 _
EN E EN
0
~~ PLATE FASTENING WHERE OCCURS
S
S EE PLAN AND PLATE FASTENING
CHEDULE, TYPICAL
SHEARWALL INTERSECTION
FRAMING REQUIREMENTS
ii I _
~ __- l i i 11
ELEVATION
4-1 ba NAILS EACH SIDE
OF TOP PLATE JO INT
4- 1 ba NAILS EACH SIDE
OF BOTTOM PLATE JOINT
_. L -- ---
I ~ ~-
-
PLAN VIEW I'.--- -Ibd~ 1r,' Gc
THRUGUT '
TYPICAL TOP PLATES JOINT-PLAN
(UNLESS OTF+ERWISE SHOWN OR NOTED)
2- 1 6a EA
TYP JOIST 2 X a TYP. PLYWOOD
PLYWUOG 2 X 4 FLAT SHEETING
SHEET' aC- @ 4b" OG~ 1
JOIBT"~~ J015T
~ 2-16d TYP.
,
`- 2-b a TGE NAILS ,~ 2 X GONTIN.
FINISH EACH SIDE FROM ~ ~~ 2' WIDER THAN
J015T GR BLKG FINISH. ~G- SIZE OF STUD
EACH SIDE.
NAIL W/ 1 6d 0 24" O.
WALL PERPENDICULAR WALL PARALLEL
TO JOISTS TO JOISTS
TYPICAL INTERIOR NON-BEARING
WALLS AT ROOF
STUDS
TYPICAL TOP PLATES SPLICE-ELEV.
(WHEN VENT 15 GREATER THAN 1 /3 THE STUD WIDTH)
JOIST SPAN/4 MIN. G
MIN.
x
H
d
w
Y GLR. D/3 ~ ~
MIN. F
MAX ~
~0
W/S
MAX.
~I~
I
9"GLR. E/e'GLR.
M!N MIN.
W/4 MAX. AT BEARING WALLS
W/3 MAX. AT NGN-BEARING WALLS
E/
~Wt
STUD WIDTH
DETAILS OF HOLES OR NOTCHES
IN JOISTS, BEAMS d 5TUD5
~-- - i < MINIMUM EDGE
e DISTANCE
~a
III
~+
II
~l
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Paladin Design Group
249 5. 20th.5treet
San Jose, GA 951 16
408.310.0?30 VoG
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'408.370.3.194 E7ic
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SIMPSON" SSTB INSTALLATION DETAIL
~~
it
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SQUASH
SLOG
HDLG-DOWN
ENG PJ5T
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PaNV~ncn
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HG RC aUIR EME vTS
EPOXY IN -rGLE
RETRO-FIT HOLDDOWN
INSTALLATION DETAIL
DESIGNER DATE
M Jascn r a.ncy P.= D.
Q REVISIONS DATE
_ _
e
PROJECT:
NAVONE PROJECT
Mike d Kathy Navone
10833 Northfield 5q.
Cupertino, GA 95014
wll lO:a:. aa:l ~. e'ranpemtnt: ana Gla': iraiGate. Jr
•epraeentec UG [NS creyina st ew'edo~ enJ th< pc:: ert, o~
'dlbcln GCS ~a aYJUp Sao YCf: C'EJLat :~J'/Ca e'G
]evebpeJ-or usa u• ane;n conne.tlcn with:he speu~,<1
^rejac. on[eine. Rrei'. VC~e o(s~e•iaeay Je:ign:
re'.pementz ar plena s•aN to uSeL Uyi or ,1:~IY+^~ L~ a'~f
person firm,or .J'~oraticn fcr eny purn:et weta~r ~a~
wltrout t'e w* :tr pcrmissicn cf Pe a71n per Ipn Grc,G.
nrittenaimensiem c% t•ese aawmy: v,e na~c gacaaente
:r 6:aka oimerriJn:, u•il:<n amen; o's are acpr~eir e[:
eve Host be verlfie~. an:r ec_u -c ve-ily .-c ba reee.ne~ci-
fcr one stop canalNJ Senaam Icn,p t aJlr r2
,^.'eaC ~ Pii! ft u' be'_ I' 1_f ~y
'riat~Cn em Cha aimenbi~nF S'a:Cria ;ion: sM1Cwn ty :ae:e
ara4l~ai
pGCpyvlgnt l0~=Pa aaln Deelg~Gro.p -
DATE: D2G I~, 09 DRAWN: MJM/5F
GENERAL
STRUCTURAL
DETAILS
•
Sheet l7 Gi 9 5heeCs
NAVONE PROJECT
.,
I r~q
. J %~1~~ 4
F°`~`t'~
i
~~~0 _1~', v3
~ ~ ~ ~i.,Y~ I ~
1. All interior and exterior walls shall be balloon
framed unless noted otherwise.
2. See sheet 50.0 d 50.1 for general notes d typical
details
3. All Simpson or equal Fastners and ties shall be
installed as per manufacturers specifications. If
the Specified fastner or tie is unavailable or
unable to be installed as per manufacturers
specifications, see engineer of record for
acceptable alternatives.
4. See sheet A0.1 "Project Notes" for information
5. Provide roof rafter at collector callouts if (E)
rafter does not occur.
6. Contractor to verify and match (El roof u.N.o.
.~
>~'`i'
De^e;.e~ exi,tin; ., .r :uu~l f~.~ „9
Denotes new sal! fral :Iq
-- - Dar-:ce:-; Roof Fend-a' r.°'.
_....._.._. Denc.es Neu R~alters
_......_...- Denotes Fx:~:~inr~Ra=Cer'.;
,.
,B ; ; (~~'
I
~A~,
j i I-'
...
rw
~' a~
1. See sheets 50.0, 50.1 For general notes a typical
details.
2. All Simpson or equal fastners and ties Shall be installed
as per manufacturers specifications. IF the specified
fastner or tie is unavailable or unable to be installed as
per manufacturers specifications, see engineer of
record for acceptable alternatives.
g See sheet A0.1 "Project NnteS'"far Additional
Information
~;
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ROOF FRAMING PLAN
Scale: 1 /4' - 1 -0
_-------- ~ .~. I
it
'i
~:
.i
----
_ _
-- i~~ '~
FLOOR FRAMING PLAN
Scale: 1 /4 - 1 -~
__...._ J._..._...~,
__ _. 1..
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t-~I
i_ I
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I _.........,..,....... ,
X20 '
fN
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Der:c;t5 New ~lo~,r +rar;;r.;; sees
De... ,t New _.. ~ ~'~ah
ier.atec' i^ta;,. ='amirp
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FOUNDATION PLP~N
Scale. t /a - t -O
,6' v
i'aladin Design Group
249 5. 20th. Street
San Jose, GA 9 5 1 16
408.3 X0.0'130 Voc
408.3"10.3"19 9 Fax
www.paladin-design.net
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w' No. 67727 m~,
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~.\u9 '.. CIVIC..' ~~',
,~F or cA~IF~~'
DESIGNER DATE
M. Je>cr MI, rIC~r._.,i_
Q REVISIONS ~ DATE
e --.. ~- -
® --- ---
PROJECT:
NAB%ON~ PROJCGT
Mike e Kathy Navone
10833 Ncrthfieid 5q.
Cupertino. GA 950 ? 4
au laea; ]z:p' a•ranaeme~(; an] Ala': •] ca(e: x
epa~e,¢ze n~~:rl, arauir,a a' a eu"aa G, an-, the p „ver(, ~~f
'al3]In ve'>>' an _rpu[ ano ue.e C'ea[e] evc-~aa a'a
fe,elq-e]~a~e ar,],~.:L~he-.(i-h wrtn:na SneGl:yea
wci: e'. cG»[-~eo rKrel' %G-. ni eu.';aea3 aesigl:
i'AC'rC~,(: ?' Glan; 5'el: 5[ YCC: G4 _' ]'. CIG.^] I7 ]'y
^jer3'Jn flf r.~r „~ G.~^a(',Cn «s d/~y LJr~G+C W'e[?O</ei_
yi(nau[ ('e t'r :(r cermiss,,n ci Pa aaln 7e5ipi :~rc.~.
hri((an alTenSlm,~ e' t• ese ]r minas Gill hYre prG.eae„Ce
:.31<a ailnf hei]n: 4~'I[:Cn ]!den: 7': art dvGrG%II'a[e
eVd rust Ge'isifr] c:n:r a_rr :: reify a'et:e res. :nstle
fC~311 C%3tina.~n]it IlnS ~na]n,C'eiCna (t W[G Yna JW r~
' 'his,nl'.c oust CC'0'~•,ca Jl an.
rl3(k,~+_+~ (ne amen<e~- a'c cc~a:~L~~: 3ncyr, cy :re>e
]eau lna
c :cGV'ly+, :o^.• Pa a]ir Ge:,an;,rc,~
DATE. DCL 'I ',09 DKAWN MJM/~F
SCALE AS NGTEC FlLE. 09-G38
FOUNDATION ~
FRAMING PLANS
S 1.0
Sheet ~ :;f 9 Sheet
NAVONE PROJECT
~~ > ~ e~' ATV ~ T ~ ~
::: ,, ~d
. : ~~L
b~wa ~` . ~..~
r'r
a~
,rws,>.>x:;.,.nuwu+w-..:. . zemnanT..... ,, .. ~~.aa.arn~n.ame~lt ,
~ej [
4.. o as' va 9 '~ ... - .. ..,r,~ ca
~ ~
r
i"
a4 ®1 2"o.c. EA way 4x Post, per
(Epoxy Grcut) plan
~_ _x
I 646
~Y.
y1
a4 ~ 12"o.c. EA
way
r
INTERIOR FTG
'
"
"
Scale: 3/4
- 1
-0
WHERE OPENING SIZE EXGEEGS
NG
IATE
2")
FRAMING ~ SKYLIGHT
S Scale: 3/4" = 1'-0"
(5i 10d Typ.
(E) bottom_
chord
Additional 2x
adjacent to
truss
-~E) Top chord
~E) Sheathing
~_(E) 2x Roof
Rafter
~E) wE6
(E) 2x Stud
bearing wall. V.I.F.
SECTION ®GL05ET
Scale: 3/4" = 1'-0"
Floor Sheathing EN
1'tix Floor Joist
per plan
E) "sx StuQS
HU 1.8 1/5
t'tixS'h. LVL(t.gE) Ledger
w/ (4)-16d ®Ea Stud
SECTION ~ EXTERIOR WALL
6 Scale: 3/4" = 1'-O"
2x sc id b kg
~4B"o.c
Floor Sheathing EN
i
E) 2x Studs
2x Flocr JoisC
per plan
2x Ledger w/(2)16d DER Stud
SECTION @ EXTERIOR WALL
5 Scale: 3/4" = 1'-0"
(EJ 2x Studs
Floor Sheathing SN
EN
i
I
i'
I
I
2x Floor Joist
per plan
(E) 2x Studs
FLOOR J015T C WALL
q' Scale: 5/~" - 1'-0"
(E) 2x 5tuds~
Floor Sheathing- SN
EN
ti
i
i
2x FO'Jr J015t
per plan
Existing beam
FLOOR J015T ~ BEAM
3 Seale: 3/4" = 1'-0"
(E) sheathing
i
2x Roef RaFter Per Plan
I
(2) 1 Gde~
1 2"o.c.
(EJ 2x Roof
Rafter
fE) 2x Studs .....................
SECTION @ ROOF
2 Scale: ~/4" = 1'-0"
Idc~ 1 2"o c.
Roof Rafter
• plan
SECTION ~ ROOF
1 Seale: 3/4" = 1'-0"
~ v
Paladin Design Group
249 5.20th. Street
San Jose, GA 9 5 1 16
4013.310.0130 Voc
408.3'10.3199 Fax
www.paladin-design.net
.-h9
~~, JP~ ay. ~'
2''.
w I No. 67727 ! m j
~ ~~. Exp Ob/30! 1 1 A'
* i~,
~\~~\
~',F OF ~g1.1F~,,,
DESIGNER DATE
M. JA6Ln Mu11G~ P -L.
Q REVISIONS DATE
8
PROJECT:
NAVONE PROJECT
Mike d Kathy Navone
10833 Northfield 5q.
Cupertino, GA 95014
/.II lata: at.ign. d'ran(~Clnanl. ana pla", i'lKate G.a
~<R etenteG L y [Na GayinJ rt Gwree G. an! [ht R Geer[, cf
~macln Des~4n 5roup ana uerc c'eate! evGVea a'c
eevebped.x use G'. end in conne:[icn with:ne speu'ite
crejec: contained nereir. vG'ed suv iaee> desiTs.
re'9ertent. Gr plena t'ep be uses by Gr d :clnea lG ary
Gerson Fr m, cr :rn~Grat icn fa eny pirG-ise wat2oe~er
iltrou[ Ve Lr :tr GCrmissl Gn cf Paaaln Design GrG.p.
rri[teaaimensiem, G• t'ese dravin~: s'eil nave prccelence
ever .:ake Gimer.ixl:. w'it:en airen<.. G'. are alpr G"Irate
t-a rust to verified an~r eG:cr:c vrif y a'c to reslGntiblt
fCr 811 C%IS[InQ LGnal[IGM ane! mC':GnipY M tG DM dur nA
el~-neS G'uari This olhoe rtuel be'G:ilied cl eny
ria[ien ~rom the dimensions a'c tens :ions mown ty :nr:e
areuing;
L =cGV'iprt 10D~ Paaaln Deslp~ Grc.p
CATE: DBG 1,09 DRAYVN. MJM/5F
YALE. AS NCTED FILE: 04-038
DETAILS
5 2.0
Sheet b DF 9 5hee~s
NAVONE PROJECT
NOTE:
DOU6LE ROOF RAFTERS
AND CEILING JOISTS AS
SHOwN
Compha eMeMod -- -- Cimak tone _
TDV Standard Proposed Compliance
(kBtulsf-yr) Design Design Margin
Space Heabng 47.96 47.50 0.46
Space Cooling 15.71 15.63 0.08
Fans 4.95 4.91 0.04
Domestic Hot Water 13.93 13.93 0.00
Pumps 0.00 0.00 0.00
Totals 82.55 81.97 0.58
Perunt better than Standard: 0.7%
I DI PIE - R FI ATION E R
BuBding Type: IX Single Family ' Addhan Total Cond'Aioned Floor Area: 1,428 fl2
I_MukiFamily ~Existing<Ad0lAN Existing Floor Area: 1,157 ft2
Building Front Orientation: (N) 0 deg Raised Floor Area: 1,157 ft2
Fuel Type: Natural Gas Slab on Grade Area: 0 ft2
Feneshafion: Average Ceiling Height: 8.2 ft
Area: 223 ft 2 Avg. U: 0.39 Number of Dwelling Units', 1.00
Ratio, 15.6 % Avg. SHGC: 0.35 Number of Stories: J
BUILOINGZONEINFORMATION pof Thermostat
Zone Name Floor Area Volume Units Zone Type Type
EJivaq. 1,472 11,767 1110 GonNUOr~ed Sedurk Vent
Hgt. Area
B n'a
OPAQUE SURFACES Insulation Act. Gains Condition
Type Frame Area U-Fac. Cav. Cont. Azm. Tilt YIN Status JA IV Reference Locatio
n I Comments
p"nl yVmA
Wall .Woad ~4~ nnRl R.19 R.fln~~ All°,eA n7.A5lFnJ.AtIJ.AII Inlr
40 D.f02 R~13 R~0.0 90 90 ;New 09~A] Lofi
Wall Wood
1Valt_Yilaad-
Rppl_ Wood 67 0.102 R-13 R~0-0 120 90 iAlered 09~A3 (E=09~A11 Lefl
_-~(1 _II]f12 X13 ~IlO_~~0 AIwJe~ ngan rF=n°.AI Ino
63 0.051 R-19 R~0.0 270 16' '._Altered 02-AS(E=01~A171 Second Level
pit°I V1'nnd __
Roo( Wood
Rnnf Yllood__
Wall Wood _~L00..iUI9-~1L ~OIl _2Ill~A Ext'^nn,_ OtA2 SxonAl ravel
4' 0-051 R~19 R~0.0 270 10 Exisdng 02A5 Second Level
F,~_L-(17A _Ell _Bb0-~I11-y9' RemaYEd_rat-AV CemnAl evcl
137 0956 Nana R-0A 90 90 _ Exisdnp O9A1 Second Level
_
_. -
Wall Wagd.-
Wall .Wood _,ed 11.35E ~Ona~~_1gL-99 EYrSIr[Ig_ 09-A1 CernnAlwel
J6 0.95E Npne R-0.0 - 210 90 Eaisung _ 09A1 - Second Level
~
Wall N'o:-]
F1DO_11nod iExisbng 09A1 SecandLevel
132 0.356 Nore R-0.0 0 90 ~ r
7tal sav~nAlevel
112]2 Nnrw Rlln
~ IAn ~Exisunp
54L -.
__
REmL h:ecd-._ --
_
_
_
__~3i Jr.051-_819-_HIl71__2IIl-13 ~~,s..IReFx~n~a D1.a2 - ~'ruievel
' --
-.
Floor Woad
lYa1L L'.'rr,A__
Nrall VJwd il9 0.099. None R-0.0 - 0 160 l1Ex
ISI~np 2U~A1 Flrsl Level
L _0_]86. Nero R.n n _90_90 -{IFJtis4og_ J14A1-_ F'ru I aver
9 0
]Sfi
None R-D
O 0 90 ~ IE
sen
09~A1 First Le
el
1VaIL t' l_-
W
ll W
d .
.
-
u
p
v
-22.-0356 ~Ime ~(LD--90_91' .,~Exis4np_ no.A1 Firv~lcvcl
9 0
756 N
R
D
O IAC 90 '
IE
i
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A1 Fi
L
l -
a
oo
Wall Woad
Lirill wnnA
Nrall Woad .
prle
~
.
.
z
ss
np
~
rst
eve
10 0.756 None R~0.0 90 90. ~ Exlsdng 09A1 first Level
-.~ n acR _NGne.B~~Il-]20._90 ^ELLNfA_ Og~At Fm I cvol
1C9 0.]SG None R~0.0 710 90 ~Euslirlg 09-AI Flrsl Level
.WaIL_llmd_
Well Woad
E„erg,Pr: -_ _~ n+cR Nitro B-311-~_~ -HIExiSfipg- Og.At FiRllevcl
21 0]56 Nprle R-00 90 9D IExisunp 09-AI firstlevel
Run Initiation Time: 1 710 810 9 11'.77:57 Run Cade'. 1260300771
E~w7ixm User NU nrx SBa: J,w N,uB«r neU.rn
_
Pag«]cllt
Compls race Method Climate Zone - ~
TDV Standard Proposed Compliance
(kBluls}•yr) Design Design Margin
Space Healing 47.96 47.50 0.46
Space Cooling 15.71 15.63 0.08
Fans 4.95 4.91 0.04
Domestic Hot Water 13.93 13.93 0.00
Pumps 0.00 0.00 0.00
Totals 82.55 81.97 0.58
Percent better than Standard: 0.7°/g -
I N P I - A I N IRE
Building Type: XSingleFamify - AddBion Total Conditioned Floor Area: 1,428 tt2
JMutti Family -g(: Existing.AddlAtt Existing Floor Area: 1,157 ft2
Building Front Orientaton: (N) 0 deg Raised Fbor Area: 1,757 ttz
Fuel Type: Natural Gas Slab on Gradelvea'. p (t2
Fenestration: Average Ceiling Height: 6.2 ft
Area: 223 ft2 Avg. U: 0.39 Number of Dwelling Units: 1.00
Ratio: 15.8% Avg. SHGC: 0.35 NumberoiStories: 1
BUILDING 20NE INFORMATION pof Thermo stat Vent
Zone Name Floor Area Volume Units Zone Type Type Hgt. Area
OPAQUE SURFACES Insulation Act. Gains Condition
Type Frame Area U-Fac. Cav. Cont. Azm. Tilt Y!N Status JA IVRe(erence Lo cauon!_Commencs
YVaO_ WnnA -14 n RF2 ~'looe Rt~n ~~0 yyll ir•..E,KI4 n9-At Frst I aw
D
N
0500 N
A1 F
20
R
0
0 C 90 N
~E
i
i
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L l __
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irst
.
one
~
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np
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-- . -
- .~
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_- _- ~ y" -
'
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I ~ _- -_
-_-- _-- _ -
_-
I I
__--_- ~ L - .--
Run lnaiatign Tlme'. 1210810911'.231:57 Run Lode'. 1260300237
E~~xy P n J J In~E~rorgv9nh U. NuiK+u ~`.n J' J-I NunAr«r [I9AYJF _ ___
_
ap« J cl t l
Certificate Of Compliance :Residential (Part 4 of 4) CF-1 R
Navone Residence _ 1218!2009
Project Title Dale
Special Features and Modeling Assumptions
The local enforcement agency should pry special anentign to the items specified in this checklist. These Items require special
written justi&Mrgn and documentation and apeclal verification to be used with the performance apprach. The local
enforcement agency delermines the adequacy of the just ficahon, and may reject a huildirg or design that olhervaise complies
Wsed on the adequacy of the special lusl(rcabon and documentallon submined. Plan Field
The ExThe Ex slin~l'Vau led!' has a U Factor greater Ihan the Table R3 11 CEC Delar II Unage Values.
The Exislirg Wall'A Rear Wall"hasa U-Factorgrea!er Ihan the Table R7~11 CEC Delaull VinmgeValues-
The Exisung Wall'A-Frcnl Wall' has a U{actor g; eater Ihan the Table R3~11 CEC Delaull V~nnge Vahres.
The Ex sl ngR of E R ofh saU-Fodor greeter Ihan the cable R9~11 CEC DefeullV nlage Values.
The Existing Rogl E Rool (Vaulted!' hasa U Factor greaser Ihan the Tabk R3-11 CEC Delaull Vlmage Values.
The Existmo Rool'E -Roof has a U~Faclor creaser than the Table R7~11 CEC Defeull Vmlage Values.
The Exlssing Nal E R L II has a U Facsor gre Ih ~~ the Table R9 11 CEC Dela II V I ge Values-
The Existing N'all'E -Right Wall' has a U~Factol greater Ihan the TabM R3~11 CEC DelauO Vintage Values.
the Ex,ssing Wall "E -from W ali' has a U{aaor greaser Ihan the f able R3~11 CEC Delaull Vintage Values.
The Ex,sling Floor'E ~ Floor' pas a U~FaGOr greeter Ihan die Table R3~11 CEC Delaull Vintage Values- _
The Exlssirg Rcof'E -Roof alas a l2-Factpr greater than the Table R3~11 CEC Delaull Vmlage Valses.
The Ex;ssing Rool'E - Rogl IVaulled' has a U-Fa:lor greaser Ihan Ne Table R&11 CEC Delaull Vmage Values.
HERS Required Verification
Mems in this section nquln field testing andlor verillcation by a certified home energy rater under the supervision of a
HERS provider using approved testirp anrllor verification methods. i
Certificate Of Compliance :Residential (Part 4 of 4) CF
Navone Residence _ 121812009
Project Title Dale
Special features and Modeling Assumptions
The Iacal enforcement agenry should pay special anenlion lathe items specified in This checklist. These items require special
wrmen just 1 rat on end documereal on and specal venficaton to he used with the Dedormance approach. The local
based on the sdequary al the special luslification sod documentation suhmillad
The Exising Flcor'E Floor' has a U~Fama greater Ihan the Table R3~11 CEC Delaull Vintage Values. Plan Field
_ _ _
The Existing Wall'E -Cell Welf pas a U-Favor greater than the Table P.3~11 CEC Delaull Vintage Values.
The Exisung Wall'E ~ From Walf has a U~Factor greaser than the Table R3-1 I CEC Delaul! Vimage Values. _
i
The Exlstng Nall-E Lell WRIT has a U factor greater Ihan the Tahla R3 11 CEC Delaull V'nsage Values.
___
the Exrsdrg N all'E - Rear Walf has a U-Fxlor greater Ihan the Table R7~ 11 CEC Default Vimage Values-
1he Existrg Wall'E Leh Welr has e U Factor greeter than the Table R3 11 fEC Delaull Vntage Values. i
The Exlse Wall'E ~ Rear Walf has a U~Fxtor greaser Ihan the Table R3-11 CEC Default Vmlege Vatuas. _~
The Existy Nell'E -Right Well' has a Ufe_tor greater than the Table R3 11 CEC Def Is V sage Values-
The Existing VveO'E -Front Walf has a U-Factor greaser then the Table R3-I I CEC Default Vinnge Values.
f
I _~
The Exisorg We0'E-Leh Walr has a U~Faaor greeter than the Table R3~11 CEC Delaull Vinmge Values.
__
The Existing Wall'E -Front Walf has a U{actor greater than the Table R3-11 CEC Delaull Vintage Values.
HERS Required Vedfiation
Mems in this section require fkld testing andlor wdfineon by a ceAifed home energy rater under the supervision of s
HERS provider using approwd testing endlar verillullon methods.
II
___.- -_-.__...-___ I
L- _ --- ----.._,
I
------------~--~--.-1
__-_-_._ ___.__..
I
__ _
I
Plan Field
.~
ffI _1
I
i I
I
--~-_~
I
I
_+_
II
I
Mandatory Measures Summary; Residential (Page 1 of 2) MF-1R
NfilE'. l"wr,s«naerneM rMMgs srb,«clv.u.«sw,nxes mvslcmwn nrwsn n.a,ares regxaxss nr hw to»a'x,cx ammad, vsxd
rx,N'rmaMS Nrm ma Cwralicaln alcrxrnuanca sapwLPAe lhx Ilene nlarAnA wtll an asbnsk l'1 MMw V.'hxn n,.s r.Tedlsl ,s mc
rownMnls. a,x Mauawx rrolwA cllaa na t„mreann uy au papas as mr,nm,nl o-nnr.nentpxl,mlxce tnno6taoons f;e mx manta
msy are 91nen M;ewlnre n IFa h~clmenls n. m axe iradlel rxay
DESCRIPTIDN Check or nit'al ppl hie boxes or check NAN rat applicable and included with the
rmA a readan ageMmenkuon.
Pe PD Nr es:.. slsngwnlcran
rvpvauA~n6; mx g
sm r~roas„r«s wra
A
bEBIGNER pl„ncx
em+I
e«r
ENrORCE
MEM
__
Building Envelope Measures ,
3 .x... kFnmu R-I. r:nAtMngnuiatnrv«puvalan II.I .lunmxlMexrwc«emg = L L
3 nr'.r:.sxfll aaulMn xnla YUM'a abalmtR~vmro _
3'J~~,kLr.n„RI'.waprsJ.tl.,rr.'~tlxeix,Yx e,tuvJ«rl_f+,..nraxps..wYLCe'xxnr.l
nnay sedan rr auwassl ~
(K L
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~
.
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2 Nr, n>npnurvs Urmnp pasplr.l I,phM alk,rrtd _ K L
tlf+ui Ar reLYdnp wplp msLYMA In crnnply n,tli§til mnelirxlunnenM xnanaxdmlM AC1+'P«a~irrlulMmo,Y
'3'~:n,gr Japnrhxnersmmrtwny,n Gnrxa 2r.naa lJ xA lfi mly
5.:r'~r Sl.,n wM1ga rslaU,r walw.k~vpem raM lorC nsulaa:raF,nwmmpu lac npsr-prxaull and '. ,.-a:~sanin
r«xirw lru,.Or«w„Iron _
' ne•nMx~ce cal. n.. 1
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p
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s,'~fiR Fvm - r
IA
311e1 a-xsD a.on%dM.BE,xlamr D:,xs nM NfilVah nExfdVaV nC nVJS
1 Gans wA wxnk,w>r,Al..<m cnMNm«n anA incnrdurrxe sit+ccsewg,-wA In nwnl air leakage r
Ix
r
1nsVaYmp'..Au[tt axaplfiwd l;x,ncalaA l,avalMnl w,tlr~roMixe U~Faclr caNhM tNxh'aal Gxn
^.rwnaxnl 9NGCI aM,M,IHaann cm,gcaYml _ f~~
I^ r-
I
Eden•r Anxs,nA mMUV.sn«aawrsVippxl Yl lrxnM:ntl pxnaawnns calkM One xxwi In
Space Conditioning, Water Heating and Plumbing System MeasuFes
311, ~'.J HVA.'. Mluprwn'.wal«r lwntws 9vwerMaAe xa11x1ceM CxrOaeAby HM Frrorpy Cxrnrsvm _
M
'
' , ~t!I_
rrc.,,Wrg
,91r,,smHeaurgxd
anscNtvMMernatcrnxt<w,mASNRAFSMnerDTaecon
7.'nnl Balpad.IlMmr.wlAl xr+l aml,Wl«fMaxy onset cv~lrrl sytlxna x
x
1t~:,;y~. \'/MUSyslem pipeaMtxA,luWamxACU;nngsyslnmsln«~nsJauru.
' I. SYaage gas wales Malrrs ra «n wm m Energy Farlx Mss n x n r., nwcl La exVangly w~ppni wth,raJxenn
hawrlq a, nalNan tlrm a reaslanCe nI R 17 n,Jxalw
_ Lx
L
3BxkuDlxYUMlsNarslilenx.,nfimASl:xap«Ixksaraw mr1rwclnrAwaarunki R,vx R-1Zaxlxma
~, ms,/alrn;n R~lfi inenN,nsJaa.n ant,MLalne un toes eslxnx ul nw-6Ya shnwnp raw Rval,u
i I-
I
i tl,n lMkunq xpn2 n,nsJalsA xc~rhrq In ryy«150~AE ,u EMalnn I;AIJ~Irutlatm llfcMnss
IFa9'. Iwrrt,.llrl xd~xl walwpga d,[esl V~wxarnnatx lMk mm~urNaenp syslxlrls anaanle:
'I taco: aaM
setns Mnrl
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ale
9
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7
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1!118
x r
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2C,Mnp syslenl ppxq UxL'n cluMn welu«tnrv, lims)p-rnp rrsJakn FOlw«en lMaanp suunx ann _
iMnwc.M1M rmlw unk 9wl Ea ntsJasM m r9Aw Isn~B aM Egracm l sn.n
JaManrhyhon[neaLrgsysMnaer Ml wales syflw,a>15 ps. nMxl renurmrxnlSOllaNx lu-h ~
to
x
`_
.r. NaJa4nnrmal Ex pm MCleA Mrun Amlapa rntluMry nxlMa ln.sWgM nxrslun x9up,ronl mwnurw,s«
xt rnM
f. InMLSIJn lrr e,aaA wales ppnp xln reingarxac,xy,crap,ang ala,xla[dvX,x rxlxAanl [a aendnsee _
xrwNym ~,~naax,«a shat, %
I
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F SNxw,MrJleaVrgsyslaaa:.raxclrusalerxaaxtlEYtlro59xRaUn9ar,ACrN6ahnnCcxsraalm _
EnryyPius A °y Enwgvach User Numnx SBY7 Jr4 Nlna,rn 'NJLJh r
L
aga
'I .,I tl
HYAC DISTR
Duct Dug Condition Ducts
Location Healing Cooling Location R-Value Status Tested?
Exrsting Ducted __ Ducted __ Aulc _ _ 60 Existing Ng
HydronicPiping pipe Pipe Insul.
System Name Length Diameter Thick
WATER HEATING SYSTEMS Rated Tank Energy Tank Insul
Water Healer pin Input Cap. Condition Factor Standby R-Value
System Name Type Oistribu[ion Sysl. (Rtulhr) (gal) Status or RE Loss (%) ExL
SlaMmd Gaz SO gal or less Small Gas Kitchen Pipe Ins I 40,000 50 Exlslinq 0.57 n_a
Multi-Family Central Wafer Heating Derails
Hot Water Pump Hot WaterPiping Length (AJ Add 1f2"
Control p HP Type In Plenum Dutside Buried Insulation
REMARKS
I
I
I
andatory Measures Summary: Residential (Page 2 of 2)
F-1 R
I
I
I NOTE: Lownsn rnsdenuatEullengs solo«a sr~arn Slxnxes rn,ns coral»n mesa r~l«atues r«gardnss nl raw. cx,ryance approadr !ax
rxgl,renunLS hoot lhx CeNlrcale. nl cnrlxllxx;. s~nxrcxex ltroilxnaYnwkxAwaxulenth(lbel~w 1".hxn pus dwdlnl it
mclnwnss pro Manx'ws nrlnt tlwl Iro t~sre«rM Ly au D.;ru«s as r.xr.m,n c.,mwnFns n«doanwas snwaucauwra Ix me rna
nlxy xeshawn xltxMwlw rn mx tk,tunxnK rx :n llvs.aroS,in ~Wl
Instructions: Check or'wtial applicable bores when completed or check NlA if not
DESCRIPTION ,pp6Lame e Atmx anngx
rrcnpv:,,«,, ift~
Masnry n.a: xx
raA bes nl a,nnsana
r ae pemnl
s wnxmwr
ENrGRCE~
kNER
MENT
Space Conditioning, Water Heating and Plumbing System Measures: (cont
inued) _
_
3t5nlml Dulls xxl Fxe
t Ar Aurls.wAaxn,n. I 111 .I rs part r.n awluner ar sera xrAlC 9w.l.rs 611 fi07 fill finJ
F(1',M Sla,tlvd fi~.srnay arx Anlwl-.w lux x,l axr,VS• ruJ,Ml a nswMt MVxtM
0.-07er pndaeAmlx9yrrcn.eee wlsn Op 'gs p,aY l' xrai vn l ratu lapM1x Ilan ArHbNr cu«.rysle°,
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ape a,aa tro,aaa
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shoal lela'M[lt,atl n. AI. 1u-s1 Jl b. ..I g~- - 1 Bring 1.. 1 MnN
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tool lw:aa uM«sa sod aDx tunxA nwna'a n.V' l,x a. art hanl.xes
a Exnxwltan sysswe bays halt. nraA,{avla,,,,us nx,merl
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AMnaa
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blmng pMl lghl (Excenm>n Nrn~elxta,.N~~:~tiny,yp~anrw~+nm ne~l +t~l Blulv~, ^ ~ t--
' 3 I I n Iii Cwl k,al nulxrnl n,wxls spxafiM a~lnria
i . Lighting Measures
i '315p(FII NIGN EFFICACY lUM1NNRE9GTHER'hAl U7DCC~ ID -n1y g., H qlx its as nil r,xlnifhl«
1511{, xd AnmlcmWnanrohn su«nI xadx E7J~Ee. al4 xts lrnlx cps la YlaUSrry'ealer xeelecNc ~ x
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Paladin Design Group
249 5. 20th.5treet
San Jose, GA 9 5 1 16
408.3 ~O.OI 30 Yoc
408.3'10.3'199 Fax
wwLU.paladin-design.net
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DESIGNER DATE
M. Jd'cGn MMLg P 6!.D.
,~ REVISIONS DATE
PROJECT:
NAVONE PROJECT
Mike 8 Kathy Navone
10833 NorthField 5c{.
Cupertino, GA 95014
xll IOeB: cC:lgn e'rdny'CmemS ana pa'° i'alLa[eG X
'ep e:enlec by tits cr ~ g d ,an]tha pLDtr[rd
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]evelopee•X w,: J' end in tonne:.[icn with ;he 5peu~lse
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LerSLn f9 m, or a'paet icnfX any D'/nse escalate ter
ui[rout ve la :tr oermisslcn cf Psaain Desi~vra.D-
nratcneincnsicnse• t-asecnwmae sraunave pre:eacnce
ov:r;.alea cimenslonc, w'It:en airenoors are aaprcwrate
a'a rust be -«rifled :.on:r aL:cr :c ve•if y arc be resacnaiala
fcr all existing conatlens ana a men<-ICnsprX to ana air rap
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araw n~;
G.',eGy'ighl 3D~e Pa Gain Deelpn aro,p
DATE. DeG 1'1,09 DRAIVN: MJM/SF
SCALE AS NOTED FILE. J9-G99
TITLE 24
Sheet 9 Of 9 Sheets
NAVONE PROJECT
ATTACHMENT 2
NORTHPOINT HOMEOWNERS ASSOCIATION
10880 Northpoint Way
Cupertino, CA 95014
(408) 996.3734
December 16, 2009
Kathy Wagner Narvone
10833 Northfield Square
Cupertino, CA 95014
Re: Architectural Review Application
Dear Kathy,
This is to inform you that on December 15, 2009 the Northpoint Board of
Directors approved your Architectural Review Application for the loft addition to
your unit located at 10833 Northfield Square.
Enclosed please end a signed copy of the application for your records.
Thank you,
• ,, n~
G~.. ~J~ ~'~°1 fVr~---
,I/•~~ 3
.. e.
,.... .
Linda Starnes
On Site Manager
API~ROVAI. D l~Pr.~2o1 o~a6
F~:~'i:;~ticrl ~~ui~ber
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sat
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~ ~ E`.~~~~y~~1i
UNC Community Management 6840 Via Del Oro, Suite 265 San Jose, CA 95119
NORTHPOINT HOMEOWNERS ASSOCIATION
ARCHITECTURAL REVIEW APPLICATION
This form must be completed and submitted for review by the Grounds and Architectural
Committee and approval by the Board of Directors before commencement of any property
modifications which would result in: (1 } a change in the exterior appearance of the unit, or (2)
affect the structural integrity of the building or decrease fire safety code requirements.
Completion of this form is not necessary for installation of: air-conditioning units, replacement
windows or sliding doors, Garage doors, and Satellite dish receivers. Use a Property Modification
Notification for the items listed above. Any other modifications require completion and submission of
this form.
Please Print
Homeowner
Name(s): ~~" I ~ ~,`t~4 '1..~ G~~~n ¢_( / y ~n t/ov~
~ /~
Property ~ v~~3 J" cC~ -~-~`~Z ~ S
Address: ~~~~~ Phone: ~~~' ~ 2~Z-~ Z ~ ~ .3
Application Date: ~ ~ / d- ~1 ~ L~: ~~ Planned Completion Date: i~.~ ,~ / D
Description of Modifications}: __ ~~~~ ~ ~~k'~c~bv-y( ~~~~~,~
..--
~~plication Number
....- ..._-- ~;•~.~c r. ~~nage
Please include, if possible, copies of brochures, blueprints, contractor's propos ct~y ermits, etc es,
diagrams, etc. to facilitate the review process. You may be requested to attend the eeting of the Grounds and
Architectural Committee when your application is reviewed.
Any damages caused to property as a result of modifications wilt be the homeowner's
responsibility. Homeowner is responsible for obtaining any required city permits.
Homeowner has six (6) months to complete approved modifications and is responsible
for notifying management upon project completion.
Homeowner Signature(s) Date
rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr
--Official Use Only--
Architecturai Review Recomm,~~e--n__dation:_ ~(~ Date:
Board of Directors Action: ~n r~~~'~~ ,~~.. ~~y~-,,.~- Date: /,2, - ~.5 ~ ~~
Completion Verification by:
Date:
NORTHPOINT HOMEOWNERS ASSOCIATION 10880 Northpoint Way, Cupertino, CA 95014
FORM REVISED 512000 (408) 99B-3734 Fax: (408) 996-0226