HomeMy WebLinkAbout10151042.pdfCOMPLIANCE:CERTUFICATE OF RESIDENTIAL
Project
SANTA3033 S RESEWOOD AV, ANA 9270T
Project Address ..
DINH
Documentation Author Tele he
PACKAGE
Compliance Method (�itckage . «ne
!q1 F K 1ON
'Total Conditioned Floor a A74 g Average Ceiling Height: It
Conditioned Slab Floor Area � � � ft'
Building Type: is Single Family Addition
(check one or mare) —Multi-FamilyExisting-Plus-Addition
Front Orientation: tarth 'South i East 1 W / All Orientations
1 t front orientation in from North and circle one)
of Stories '
Number of Dwelling units: O
NE
Floor Construction Type: Slab 's 17100r (circle one or both)
RADIANT a in c i Required for this l?L yes —no
c,>v iaa ,t� i.AT"iCD
portent Franke T v;tyy ng i a tal lr - A i cant rtents
Ty"pc wd - woad t latica cation Value, L;-Fact (amp.. ge, typical, etc. I
ett au r...i t}_Ylstx.x« �Rf €x.� - .
l ...
insulation
k IYC I}
f - , -
Scene tic
,
k
TOTAL 70 < 474 SF X 20 = 95 SF IS O.K.
}BanttaEz�r . ZQfl1
ADDITION TO THE RESIDENCE AT
05
Project
303 S RESE OD AV, SANTA ARIA 2707
Dace
Xg`�:�it-It
i7!C Y #«gLMao
Note: lupw hydrontc or combined hydronic data under water .Keating Systems. except Desip Heating Load,
Distribution
Beating Equipment Minimum Type antil duct or
Heat Pumv
Type airn acc, ova Efficiency Location Piping
Therttmosiat
Configuration
etc. E or HS Es. attic, 41 R Value
T
lit air ka 3
-MLEMK
_SEUL5ffJEm
Cooling Equipment Minimum Duct
Heat Pump
T (air coneimoner. Efficiency Location Duct
Thermostat
Configuration
heat Introit, cra . n) tSE fatru, etc.) R.-Value
HALLDIMIMau -vs sir. ter tie lie u es
0 Sealed Ducts gait en ate itirwri
iten. uill,cr testing and cm.fniauoa and 14ERS raw field vennfievistt required)
0 T Vs or Commission approved equivalent, readily accessible (clmi morics 2 and s-15 only)
i Insulter rating a.nd ce"IfKaboriand HERS Pater or field verifleation mquirec)
OR
a'tlmmative to Seated Ducts and TXV`s(sft Package C or D Alternative Package Feature, for Project Climate Zones
Climate Zone Window SHGC Window U-Factor SEER
Heating
S .5 .0 .D
.SO
DistributionEnergy' Exterral
Rated! Tank Factor or Tank
Water Heater Recovery
1. For stnall gas storap water heaws (nunef inputs of less than or equal to 75,(ft Rtwhr), electric resistance, and heat pump
SPECIAL wateritstaits, Energy.
Factor. For large gas storage water harass (nited input of ilreater than 75,000 Baehr), lou Rated Input, Rei Eficienc-
for rrKlantaneous gas; water licate". list rated input and recovery eAlciencift, cry y and Stand6y Lo,�s,
_Commission
the t999 Residential Manual), Package C: thermal mass elthermal mass type, covering, thickness, and description),
i
January S, 2001
Title 24, Parts I and 6 of the California Code of Regulations, and, the administrative regulations to implement
them, This certificate has been signed by the individual with overall design responsibility. The undersigned
recoomize that compliance usiDpr
testing and certification and field verification by an approved HF.RS rater.
Designer or Owner (per Business and Professions Code) Documentation Author
Nam: KHAI HUNG DO Name: VINCENT DINH
T;tl�i: ER DESIGNER _
TiticiFi M
Address: 3033 S ROSEWOOD AV Address. 244E 21 STREET
SANTA ANA, CA 92707 COSTA MESA, CA 92627
Telephone: 714 557-74 _ Telephone: (949) 645--4610
Lic. _ g i e
/i A
{si�sxturel Etta e1 (si ttaturei (date)
8/ / 5 /8/05
Note,: Lownse ranilential buildings subject to the standards «
markedItems with an asteriskt ;'.♦ by ; 'n.. coogilliam
COMPIMM What this chleldist is iticiarlibrati into the permit doctsissents, it* feamms noted shall he considered by, all parties as
minimum component Performance: spocifications fiw the mandatory
only.or on this checklist
Instructiorils: Check or initial applicablo boxes when completed or enter N/A if not apliticable.
It
r
«
a
MT RPM,
strappaiwith
2. First � leci of pates cloust to water better tark, ry0ans, insidated (R4 or gronier)
3, Back-up wits fbt salar system usifinid storage tanks, or other milimet hot water tankit havr R- 12
4, All Luried or exposed piping iroulated in recirculating sections of hot wainir vy3fam,
January 4, 2001
MANDATOWRKSIDENTLAL
a
Note: Lowrise residential contam thew maouressegaiii of thecompliance4pproach used.
Items mairkod with an asteriskwayY"supersededt o theCertificate
when noted
componentaunimum : :<..t
latory measures whether they are shown c1sewhon: in the, documents
or on this checklist only
Instrtictions: Check or initial applicable boxes when completed or ewer N/A if not applicable,
f M
I 10(m): Maas am fans
, ,
*
ax
uNd
t
lbeir oompooms " WA be $"kit W-4111 ** back rubber salbotivc &to from unki sach tw is used
us combutaskin with masix and dravAtarids,
2, Exhawt fan system base back draft or autoratic datatters.
goo"000d spast have eubiiautoosafic or readily
s' +w
C" resistance hearing said no pilot light
a, m nimt 36" of pqrc between fiber and better law firam solar botaing,
I - Pool system has directional inlets and a circulation pump thito switch,
I 15: Gas fired centrail furnaces, pool harem, spa heaters or houschotol cooking a s
}.: }sus =:k• r ,.;,.. ; _..._ ., r.,x. ,.. { �.r :.. ..
January 4, 2001
DI .re p?
ANTE:
4`7
14� b
23'45n e 41
'-7
n
NOW
0 UOO**At— P"LAN'
MAP
mm
1. PROJECT ADDRESS : 3433 S ROSEWOOD AV
SANTA ANA, CA 92747
2. OWNERS: KHAI HUNG DO
3033 S ROSEWOOD AV
SANTA ANA, CA 92707
TEL: (714) 557--7489
LEGAL DESCRIPTION : LOT 10 TRACT 9522
3. LOT SIZE. 5,912 S.F.
4. BUILDING SQUARE FOOTAGE
A. (E) GROUND FLOOR : 1.522 SF
D. (N) GRIND. FL. ADDITION: 474 SF
D. TOTAL : 11,996 SF
E. TWO CAR GARAGE: 503 SF
5. CONSTRUCTION E: VN
5, OCCUPANCY GROUP': •--U1
. CODE APPLICANT
CDC, CHIC, CPC, CEC 2001
0
MM
Q
t
ti°s +t
1,371 SF
OPEN AREA.
1
I
I
I
I
111
1 (E) BEDROOM 1L=
474 SF
I
NEW /kCIDIT10"N
E) Ao
fAREA
...::'
I
�- 1 (E) BEDROOM 1 E BEDROOM
��} BEDROOM � � )
I
I
3
at?
112'—D"
SITE PLAN
SCALE : 1 /8g= V-0,
,« !
0
a
,♦►
I
SECTION 1
REVISION :
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Date 8/8/05
SCale AS NOTED
Job
ftow.
A*wu;e
Of 06 ftsh
12
12 A
5
5
T.O.P.
GRNDYL.
19
10
EZ03"T ELEVATION
EME(Blaum
MET. ROOF TILES
TO MATCH EXISTING
t imoo I �-z om
I s—ioat,�-
I
17'-0- (E) STRUCTURE
WEz'o:`iT ELEVATION
mffimff@�Y�
STUCCO 0/ MET LATH r% 110%
TO MATCH FASTING ZilkjuTn" ELEVATIO'No"
SCALE : lle= l'-O"
'Donn
Do
12
51
moKolmam
5
I
is
...............
GRND.FL-
- --- — — — — — --- — — --- — — — — — — — — — — — — — — — — —
N U RftTm" ELEVATIOM
1
I
REVISION:
BY
KMCWMSJW qAL
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c*4
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z
m
ry C5
LA. M
Dat 8/8/05
SCale AS NOTED
Job
P*dNo.
god
Aft
0
Am0a
Of 06 , &met
NET 3 1 /2- THK CONC. SLAB W/ 6X6—#IOX#10 WWM
OVER 2" SAND & 6 MIL VISQUEEN SCALE : 1/4"= 1'--O"
d 41 0
ED
■
70
mm
MSTA24 I
STRONG
SW 248
a
(E) BEDROOM #1
0
(o
.... . ....
a 108 0
--- co
—_
04
04
0 ')
Fff�
to]
(N) MASER BEDROOM
2XIO RJoGE 8D.
...............
........................... .......... ..............
......................
.. . ................. ...................
HDR
a (
o
108
SD-1 c
(E) BEDROOM #1 (E) BEDR
0
1+STA24 - •. -- j C
O.
11'-8" 1 O'-3" 9'-10 16'-6"
ROOF SHEATHING NOTES.
1/2* THK PLYWOOD (ALTER: 15/32" OSB) RATED SHEATHING
W/ RADIANT BARRIERS MUST BE LESS THAN OR EQUAL TO 0.005 AS TESTED SCALE : 1/4"= i'—O"
W/ 6d NAILS 0 6,6,12O/C SEE DETAIL 17/SD--1
SHEAR WALL SCHEDULE
m
9
1
ME
61
M
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Mi t % % % k # M � t M t t x # .. % ,�. 4 # a-^.. • % �r i
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it
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NOTES
WGES OF !!! $HEAR WALL MUST SE
BLOCKED WITH 2X SOLIDBLOCKM
MSWMTES, SILL 0OLT11,40.OR NAILING WHM
$WAR! • ! SOTH
SIDE F WALL
! i
L • i
BACKEDPAPER SELF -FURRING EXPANDED METAL
LATH WITH :! APPROVAL
+ , . mi.
!'
'!
+ M
s=! s ! !
!
! l i
! !
S t+
ALLINTERIOR"BeARING&NONSfIlEAR-COMMON
WALL$ MAY . ! # CONCRETE
WrrmmILT1bi7 i .'!<<y
ALL BMTS SKALL HAVE MINIMUM STD CUT- WITH LONG blMMSNbIONS ACROSS STUDS.
WASHERS OF xi ..! ! 3X SILL PLATE FOR ALL SHEAR WALLS
PLATE SEISMIC! s 4. a • ►
IS ! ON BOTH SlDaS
REVISION:
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78
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F-
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Date 8/8/05
SCale AS NOTED
Job
pmjww.
It a
Am A 'A
"ov
Of 06 SN&
E END OF ROOF
SHEATHING
-- BOUNDARY NAIL 2X4 STUDS 0 16" O.G.
CEM. PLASTER
A35 -PLATE NAILING ROOF SHEATHING 0 5/8" X 6" T G PLWD. SHEATHING OVER MET, LATH
CALIFORNIA FRAMING BOARD
B.N. ; X Q 24" O.C, FLAT
! 2X4 TREATED SILL WITH
SHEAR WALL 5/6". # A.R. AND 2X X /16 WASHER,
2x ROOF RAFJR _ SEE PLAN
7" MIN. EMBED. AT 48* O.C.
B.N. C US M
xR.R. 1 I I $ I I I I 1 R FRAMING ) I -- 2X RAFTER 310-21 W.W.F. NTH 6X6
SEE PLAN
2x STUD 16" O.G.
B A3 24"O/C ,
-_ WALL SHTH,, SAME AS BELOW '
B.N. x G. _ FASCIA2X BLOCKING
dXA4 # ..r
0 2'-•O" O.C. =
_—_ROOF SHTHG. MAIN a
R TO BE EXTENDED - X4 BLOCKING
FRAMING AT - - TO MAIN R SUPPORT W/ 16d NAILS 0 6" O.C. �- 4° �, �4 2" SAND OVER 6 MIL
MAIN ROOF G.J. STUCCO
B.N. _ !.. 2X4 STUDS & 16"O.G. WEEP SCREED , VIS N BARRIER
A35 PLATE NAILING(BAIT FRAME' _ 4 a CONT.
x DBL. TOP PLATE VAULTEDCLG. ONLY)
2x STUD 16" Q.G. -- SEE PLAN
WALL SHEATHING 2x4 R. R. CALIF.
----- FRAMING 16" Q.G.
U.N.Q. PROVIDE
i3�TE.R 3IATE SUPPORT FASCIA 5 FOOTING
17 0 8'--0" O.G. MAX. PER
DET.
ST-18 ACCROSS RAFTER
2x CONT. W/ 16d — ROOF SHEATHING 0 CALIF. TOPS 0 443" O.C.
16" O.G. FRAMING
x MAIN R.R. 2x R.R. - ROOF SHEATHING EXISTING WALL
OR TRUSS ROOF SHEATHING
2x R. R. 0
B.N. g CALIF. FRAMING
#4X24" DOWELS 0 36- O/C
B.N. EXISTING FLOR SLAB NEW FLOOR SLAB
EXTEND R AND FOOTING
.. SHEATHING TO WALL
4
e � z
t a Go
4 .
2X12 RIDGE BOARD
2X6 PURLIN 2X4 KICKERe 2x6 RIDGE BM. W/
~- 8 1 0. TO LIMIT R.R. TO `� ` 2-16d TOE NAIL: — 2X RAFTER W/ A35 ONE SIDE "
`- 8 -0 SPAN MAX. EA. FACE AND EA. SIDE EACH RAFTER TO RIDGE BOARD 8
CALIFCB _----. I __ C CALIFI.RIDGE
0
18 . CALIFORNIA FRAMINGI ) FOORING
CONC.'S! ROOF TILE
F REFER TO CURRENT SIMPSON CONNECTOR 2X4 STUDS 0 16" O.C.
CATALOG FOR SST13 INSTALLATION AND ROOF FRAMING
REBAR LENGTH REQUIREMENTS. BY OTHERS) SHEAR WALL
BOUNDARY NAILING 6" O.C. U.N.O. SEE PLAN
4 A35PL .PANEL (B.N.) .
q v , IN CHOR. LAY PRP. TO
° " 2X4 TREATED WITH
(DESIGN 8Y OTHERS) R FRAMING EDGE NAILING (6" O.C. U.N.O.) 5/8 0 A.B. AND 2X2X3/16 WASHER,
,�. , g 7" MIN. EMBER. AT 48" O.C.
44
BOUNDARY NAILING (E.N.)
3 MIN. 88 --�- — -- 5" DBL. TOP PLATS (B.N.} :.... 3 1/2" CONC. B NTH X6
$ _ _AMINE 10-#10 W.W.F,
R
a �
— I
(TRUSS/MST/RAFTER) R
! !! l . � d. ♦ fya : )K�.. � �
.___ -Tr_____Tl____---____-rr--___ —STRONG—WALL TOP PLAT 2N0 ROW FD
#4.REBAR AS PL . SHEET G
4 REQUIRED FOR TBNN
STAGGERED
i{
1 4 4 4 z°Co
4
FI NAILING 4 ! �� ,�P ��P TO°,
q 4 4 4
k
FOUNDATION
;SEE PLANT
• A
t
f 11' Q.C. U.N.O.) A.
$C3 ® . 7
f
A.
{ -- S[s $�"R ]\—BLDG. EXT. WALLS -- 2" SAND OVER 6
ROOF & FLOOR PL YOV. LA YOU T VISQUEEN BARRIER I€
G WHERE REO'D. 4 CANT.
A
I
SEE PLM
CONNECTION_I
INT. FOOTING
PRE—lNF
HDQ8 HO
_ A36 ALL THREADRoil -FRONT °SWH 1-oaA'
3 MEMBERS AT PANEL JOINTS -
PLATE
i-- — --- -END OF ROOF
E SHEATHING
TO 2ND FLOOR STAMPED ON
(Not PROVIDED) PLATE WASHER
ERE OCCUR. SEE S.W. SCH.
}
(E)ROOF SHEATHING
�
� -
2X RAFTER
�
�I I
(1) 2x4 ALWAYS REQ'0 --i►- o
oU ti
!
• Feg � 1350 j i
�
ROOF SHEATHING
!
I
e ! F 1
------
i
ADDITIONAL 2x4 IRED* __ _____
Fa:
PLAN
(E) 2X RA R
HEADER
— POST W/ H.D.
2X BLOCKING --
"
W 16d NAILS la O.G.
/
E B.N.
,
!
FOR Li_ ! G I
UTILIZING TUp ON 2NO qA
VW-W A_A
WALL ING
PER PLAN
!
. (
}
SW�2x8 SW48x1t7 M
SW SW48x'3
°'- -- 6X 16d
— B.N. TO POST,
" "
5 i3 X6 T&G
!
x8
sW4sx,L I
ASTM A44R HIGH I
HEADER PLAN �_ _
p
TOP -TOP PLATES
,%
BOARD
O 4 6X 16d
*AS REQUIRED FOR MUM I
i
( T PROVIDED) BEARING PLATE Wf
OSa 4x2 3 2"
0
AND �i[} ILL.
o a o
OVERTURNING COMPRESSION
ENGINEER OF RECORD MAY WANE
SC
OR REQUIRE ADDITIONAL TOTAL
DEPENDING oIa ACTt3AL TOTAL � �
ru
_..__
16d NAILS �«-
It
DESIGN LOAD. i
'0
{NOTPRONADED
6 O.G.
� ---.
ALL 2x4'S FACE NAILED Wf
IOd 4 S' O.0 STAG
___-______..________ _ _.__
2X CEILING JT.
2X CEILING JT.
a,`
q� 5/8 ' x 12' AU
u
a
U HANGER
2X BLOCKING
w/ 7' MINIMUM
-
STUNGRED ST 6 �. ® CONCRETE EI3Ei3 e
t
2X4 STUDS 16 O.G.
2X FASCIA
cLARITY>
a 4�,�ASV
A44s HIGH �rR Try
SEE
_ '
H.D. INSTALLED
2X4 STUDS 16" Q.G.
QR ITETAII. a
(NOT PROVIDED) m -
P.T.D.F.
SILL PLATE
FLUSH W/ SILL
SHEAR WALL
SEE A.B.
A.B. PER A.B. SCH.
PLATE U.N.O. IN
SEE PLAN
--_
SCHD
AT SHEAR WALLS
SIMPSON MANUAL
20 STANDARD WALL SILL (STACKED)
16
BEAM ROOF FRAMING
12
TYPICAL
SHEAR WALL
8
WALL ROOF
4
REV SION :
BY
PLAN MOK AL
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1
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0
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Vs
Data 8/8/05
Scale AS NOTED
Job
ftjWNI:L
Stvo
Sol? D no 'Al
€ f 06
I
11. Concrete shall have a minimum twenty-eight day compressive strength, FC, as
follows with a minimum of 517 lbs. of cement per cubic yard:
Pad footings 500 _ PSI.
Cant footings PSI.
Slob on grade 2,500Psi.
12. Flylsh is not acceptable.
13. All exposed concrete shall be sprayed with a concrete curing compound at the
recommended rate of the manufacturer immedicately after finishing. The curing
compound shall comply with ASTM C 309. Other methods of curing may be used per
ACI 308. The curing proccedure shall remain in effect for 7 days minimum.
STRUCTURAL WOOD
1., All wood members shall be Douglas -Fir or Larch as grade marked by WCLA.
2. Plywood sheathing shall be Douglas -Fir conforming to commercial products
standards PS-1 and shall be grade marked in accordance with APA.
3. Wood grades (unless noted otherwise):
Horizontal members:
Dbl. Top Plates Grade #1
Joists and rafters Grade #2
Beams and stringers Grade #1
Vertical Members:
2x4 Construction Grade
2x6 studs & larger Grade #2
Posts & Timbers Grade #1
4. Cutting, notching, or drilling of beams and joists to be permitted only as
detailed or approved by the structural engineer.
5. Unless otherwise specified, all nailing shall conform to the latest edition of the
UBC.
6. All sills or plates resting on concrete or masonry shall be pressure treated
douglas-fir.
7, All bolt heads and nuts bearing on wood shall hove standard cut washers and olif
bolt holes shall be drilled 1/32" in diameter larger than the bolt diameter.
8. All sill bolts shall be placed 9" from the end of a board or from a notch and
spaced at intervals noted on the plans.
9. All framing anchors, post caps, column bases, etc... shall be as manufactured
by the "Simpson Company."
10. Provide blocking or bridging per C.
11. Provided double joists under all parallel partitions.
12, Top plates of all wood stud watts to be 2-2x, unless noted otherwise. Lop 48"
minimum with not less than 20-16D nails at each lop and not more than 12" O.C.
13. Pre drill for nailing, when nail spacing results in the wood splitting.
Notching of studs in bearing partitions shall not exceed 25% of the width.
Notching of studs in nonbearing partitions shall not exceed 40% of the width.
Bored holes in studs in bearing partitions shall not exceed 40% of the width.
Bored holes in studs in non bearing partitions shall not exceed 607* of the width
(Unless the bored studs are doubled and no more than two such successive doubled
studs are so bored).
Bored holes may not be located nearer than 5/8" to the edge of the stud and may
not be located in the sarn section of the stud as a cut or notch.
NAILING SCHEDULE
CONNECTION NAILING
Joists to sill or girder, toenail: 3-8d
Bridging to joist, toenail each end: 2-8d
1"W subfloor to each joist, face nail: 2-8d
Wider than 1"x6" subfloor to each joist, facenoil: 3-8d
2" subfloor to joist or girder, blind and face nail: 2-16d
Sole plate to joist at blocking, face nail: 16d 0 16" o.c.
Top plate to stud, end nail: 2-16d
Stud to sole plate: 4-8d toenail
or
2-16d 0 24" oc.
Doubled studs, face nail:
16d 0 16" o.c.
Top plates, tops, and intersections, face nail:
2-16d
Continuous. header, two pieces:
16d 0 16" o.c.
along each edge
Ceiling joists to plate, toenail:
3-8d
Continuous header to stud, toenail.
4-8d
Ceiling joists, tops over partitions, face nail:
3-16d
Rafter to plate, toenail:
3-8d
I" brace to each stud and plate, face nail:
2-8d
1"x8" sheathing or less to each bearing, face nail: 3-8d
Wider than 1"x8' sheathing to each bearing, face nail: 3-8d
Built-up comer studs: 16d 0 24" o.c.
Built-up girder and beams: 20d 0 32" o.c. at top and bottom and stagger,
20-20d ends and at each splice.
WOOD SHEATHING
1. All structural plywood sheathing shall be marked D.F.P.A.
2. All exposed sheathing shall be CC X. T & S grade.
3. Roof sheathing shall be 1/2" CDX unless noticed otherwise.
4, Roof sheathing shall be made 5/8" thick plywood T & G underioyment grade With
exterior glue. Nail with deformed shank nails unless noted. Nail with 10d 0 6* O.C.
edges and 10" O.C. field.
5. Roof nailing shall be Be at 6" O.C. edges and 12" field.
6. All plywood shall be staggered and fate grain shall run perpendicular to supports.
7. All plywood shall be stamped with panel identification index.
MIN. 24/0 for 3/8" or 1/2" roof sheathing spanning
MAX. 16" with unblocked edges or 24" with blocked edges.
MIN. 32/16 for 5/8" floor sheathing spanning MAX 16'
8. Nailing of roof, floor, and wall sheathing shall be inspected before covering.
1. The contractor shall verify all dimensions, elevations, and site conditions before
starting work and notify the architect immediately of,any discrepancies.
2. All omissions and conflicts between various elements of the working drawings
and/or specifications shall be brought to the attention of the architect before
preceeding with the work so involved.
3. Contractor shall determine the location of utility services in the area to be
excavated prior to excavation.
4. No pipes, ducts, sleeves, chases, etc... shall be placed in slabs, beams or walls
unless specifically shown or noted, Contractor shall obtain prior approval for
installation of any additional pipes, ducts, ext... Refer to architectural and mechanical
plans for all pipe, duct, chose, etc... locations.
5All material and workmanship shall conform to the requirements of the latest
edition of the UBC.
6. Unless otherwise noted on the drawings, the details on this drawing shall be
used whenever applicable. Mere no detail is shown, construction shall be as shown
for other similar work.
FOUNDATION
Finished excavation for foundation shall be neat and true with all loose material and
standing water removed from excavation.
Zottorn of footing shall be alk least- -12" below finished grack-
Soil design pressure. 1,000 PSF (assume
REINFORCING STEEL i
1. Reinforcement shall conform to ASTM A-615, Grade 40.
2. Welded wire fabric shelf confrorn to ASTM A-185.
3. Reinforcing, detailing, bending, and placing shall conform to ACI 315.
4. Welding of reinforcing steel shall conform -to AWS D 1.4,
5. Lops at bar splices shall be 36 BAR DIA. or 12 inches for concrete and 40 BAR
DIA. or 18 inches for masonry unless noted otherwise.
6. Vertical bars in walls shall be accurately positioned at the center of the wall,
unless noted otherwise, and tied into position at the top and bottom and at intervals
not exceeding 192 BAR DIA.
7. Reinforcing steel shall be provided with the following amounts of concrete cover:
Cast against and permanently exposed to earth or weather:
No. 6 through No. 18 bars: 2"
No. 5 bars, 5/8-inch wire and smaller: 1-1/2"
Not exposed to weather or in contact with ground:
Slabs, wells, joists:
No. 14 and: No. 18 bars: 1-1/2"
No. 11 and smaller bars: 3/4"
Beams, girders, and columns:
Prim. reinf., ties, stirrups, or spirals. 1-1/2"
Shells and folded plate members:
No. 6 bars and larger: 3/4"
No. 5 bars, 5/8-inch wire and smaller: 1/2"
8. All reinforcing steel, anchor bolts, dowels, and inserts shall be well secured in
position prior to placing of concrete or grout.
9. Unless otherwise noted, famish No. 3 ties at approximately 36 inches on center
in all beams and footing to secure the principal reinforcement.
10. When reinforcing, steel is to be welded, the steel shall comply with ASTM
A-706. This requirement may be satisfied by the use of steel complying with AST&I
A-615 providing that this steel meets the chemical equivalent requirements and
chemistry limits of ASTM A-706.
11. Vertical wall reinforcement shall have no splices except at the foundations,
unless noted otherwise.
REINFORCED CONCRETE
1, Cement with conform to ASTM C-150 Type with an alkali content less
than 0.60 7.
2. Aggregates shall conform to ASTM C-33 for normal weight concrete and ASTM
C-330 for lightweight concrete,
3. Ready -mix concrete shall be mixed and delivered in accordance With ASTM C-94.
4. Admixtures may be used with the approval of the structural engineer.
Admixtures used to increase the workability of the concrete shall not be considered
to reduce the cement content.
5. Refer to the architectural plans for moulds, grooves, ornaments, clips,_ or
textures required to be cost into the concrete and for the location of depressions,
curbs, and romps.
6. , Comers of slabs, beams, walls, columns, etc... shall be formed with a 3/4-inch
chamfer unless noted otherwise.
7. Concrete from tolerances shall be within the standards of the ACI.
8. All reinforcing steel, anchor bolts, dowels, and other inserts shall be secured in
position and inspected by the local building official prior to the placing of any
concrete.
9. Location of all construction joints not specifically indicated in the plans shall
reviewed by the structural engineer prior to placing and ordering of reinforcing Ste
10. Concrete floor slob variation from level to 1/8 inch in ten feet max.
13. Main circuit breakers on exterior walls shall be dosed, make all necessary
provisions during framing.
14. Install electrical light fixtures (to be selected by owner) where indicated on
plans.
1. Drywall nailing shall be according to U.B.C. requirements for types and thickness
,reing used. All drywall applications to be inspected and approved prior to taping.
Zxterior plaster loth nailing shall also be inspected and approved prior to plaster
tpplication.
2. Provide cross ventilation at enclosed attic and rafter spaces per 1/150 of area
to be vented or 1/300 provided that 50% of required ventilation area is provided by
standard wall or roof ventilators. Provide? vents at freeze blocking.
3. All roughsawn and resawn lumber to recive stain. Do not prime.
4. All glass lights where the least dimensions is greater than 18" and where less
then 18* above adjacent walking surface shall be fully tempered. Glass enclosures at
tub and showers to be fully tempered.
5. All glass and glazing shall comply with table 24A of the 2001 C.B.C. and must
be labelled safety glazing where utilized in areas subject to human impact.
6. All heating and plumbing shall conform to local code.
7. Water heater with non rigid connections shall be strapped for lateral support
8. Flash all exterior openings with approved waterproof building paper to extend at
least 3" under the building paper behind the wall covering.
9. Provide one layer 151b. asphalt saturated felt under exterior plaster or wood
siding.
10. Interior finish shall have a minimum flame spread classification of 111.
11. Finish hardware and house or unit numbers shall be selected by owner and
installed by finishing carpenter.
SHEET METAL
1. All metal to be 26 go. golv, iron unless otherwise noted.
2. nosh and count ash at all roof and wall connections.
3. G1 flash roof valleys, roof and wall intersections, and wall and deck intersections.
4. G.J. flash and caulk wood beams, outlookers projecting from exterior well or roof
surfases.
5. Provide continuous 26 go. golv. stuc co weep screed at sill plate of all exterior
plastered wells.
6. Furnish and install all other sheet metal as shown on plans. This,building shall
comply with the following minimum standards of construction to insure resistance to
unlawful entry.
SECURITY
1, Provide door viewers, view ports shall not exceed 1.5" in any dimension.
2. All exterior opening shall comply with the following:
A. Swinging doors
1) All door stops of in swinging doors shall be of one piece construction
with the jamb or joined by rabbet to the jamb.
2) All pin type hinges which are ac6essitile from outside the secured area
when the door is closed shall have nonremovable hinge pins. In addition, they shall
have minimum .25" diameter steel jamb studs with .25� minimum projection unless
the hinges are shaped to prevent removal of the door if the hinge pins are removed.
3) The strike plate for latcher and the holding device for projecting
deadbolts in wood construction shall be secured to the jamb and wall framing with
screws not less than 2.5' in length.
4) Deodbolts shall contain hardened inserts.
5) Straight deodbolts shall hove a minimum throw of I" and an
embedment of not less than 5/8'.
6) A hook shaped or on expanding lug deodbolt shall have a minimum
throw of 3/4".
7) Wood flush type doors shall be 1.75" thick minimum with all panels
fabricated from material not less than 3/8" thickness provided all shaped portions of
the panel minimum 9/16" thick.
B. Cylinder guards shall be installed on oil mortise or rim type cylinder locks
whenever the cylinder projects beyond the face of the door or is otherwise accessible
to gripping tools.
C. Sliding doors and windows shall be provided with a device in the upper
channel of the moving panel to prohibit raising and removing of the moving panel in
the closed or partially opened position,
D. Other operable windows shall be provided with substantial locking devices.
HEATING VENTING
1. Sub contractors shall provide and install off heating units, thermostat vents, caps,
and connectors.
2. Combustion air shall be token from outside. When heating unit is located with in
structure combustion air shall be directed through continuous galvanized steel ducts
with separate ducts for upper and lower supply 12 of floor and ceiling to
comportment. Ducts shall have .25 mesh screen at outside openings. No screen
shall be applied to ducts opening into attic.
3. Circulating air supply shall be equal to a minimum of two sq. inches per 1000
of furnace size.
4. Provide minimum 2W door to fou comportment and minimum 3* clearance to
sides of unit and minimum of 6" clear to front end rea of unit.
5. Any required drawings of furnace and duct sizes or heat loss calculations shall
be the responsibility of the sub contractor. This responsibility also includes any
necessary permits.
PLUMBING
1. Sub contractor shall famish all labor and materials necessary for the complete
installation of the plumbing system together with oil necessary auxilliories, excluding
the'work done by others.
2. Any necessary drawings, calculations, or permits required by the governing agency
shall be the responsibility of the sub contractor.
3. All fixtures shall be new and of the best quality of the brand specified and shall
be non absorbent throughout and free from chip, waves, kiln marks, or discolorations.
4. Use service weight cost iron, waste and vent piping torred inside and out. Joints
shall be lead and oakum for 2" diameter and over, "no hub" cost iron or plastic pipe
may be substitued where allowed by local code.
5, All pipes shall be securely fastened or suspended from wood with straps to
prevent noise.
ri. Soundproof any pipes in contact with wood.
7. All cleonouts shall be brought to outside wall where practical.
8. Gas pipe shall be scheduled 40 block pipe with moleable fitting.
FIR M-7
1. 'Rork performedsholl comply with the following unless otherwise noted.
A. California building code, 2001 Edition, 2001 UMC, & 2001 NEC.
B. Appliance local, state, and federal codes, City ordinances and regulations.
2. On the site verification of all dimensions and conditions shall be the responsibility
of the sub contractor noted dimensions and building code requirements shall take
prescedence over scale.
3. Plan approval by the governing agency does not constitute approval of non
compliance with applicable code. Portions of the plan or specifications which in
unclear or is anbigous must be referred to the owner or architect for interpretations
or clarification.
4. Construct barricades, fences, etc... when required by code.
5. Contractor shall consult all representatives of city, gas, light, water, power, and
phone companies, concerning availability of service before starting work or connecting
facilities.
1"M71% M,
7. Contractor shall verify all work and dimensions on drawing and report any
discrepancies to the architect or engineer before starting work.
8. All materials shall be of the best of their respective kinds. All labor shall be
performed in the best possible manner by skilled persons.
9. Sub contractor shall be responsible for his own work and materials.
10. Sub contractors shall keep the premisses clear of debris and rubbish caused by
his work.
11. Any deviation from the approved plans and specifications shall be at the sub
contractors own risk, unless prior approval is obtained from the owner or architect.
12. No trade shall cut or bore into any structural bearing beam, joist, or post
without obtaining. approval from the building official.
ENERGY
1. All exterior walls shall be insulated with blanket type mineral fiber or glass fiber
insulation conforming to federal specification HH1 521 with a thermal assistance (R)
of not less than
2. All ceilings of roof ceiling assemblies shall be insulated with blanket type mineral
or glass fiber insulation conforming to Federal Spec. HH1 521E with a thermal
resistance (R) of not less than R-30.,
3. The building design meets the requirements of litle 24, Part 2, Chapter
4. Insulation installer shall post in a conspicuous location in the building a
certificate signed by the installer and builder starting that the installation conforms
with Title 24, Chapter 2-53, and that the material installed conform with the
requirements of Ttle 20, Chapter 2, Subchopter 4, Article 3.
5. All insulation materials shall be certified by the manufacturer as complying with
the California quality standards for insulating material.
6. Doors and windows between conditioned by the manufacturer as complying with
the garages and compartments for central air gas furnaces shall be fully
weatherstripped.
7. Manufactured doors and windows shall be certified and labeled in compliance with
the appropriate infiltration standards listed in Table 2-53V of the energy regulations.
8. All fan systems exhausting air from the building shall be provided with bock draft
dampers.
9. Caulk around all plumbing and electrical penetrations into the building envelope.
10. Caulk and seal around all window and floor frames and between wall sole plates
and floors and between exterior wall panels.
11. Masonary and factory built fireplaces shall hove the following:
1) Tight fitting closeable metal or glass doors covering the entire opening of
the firebox.
2) A combustion air intake to draw air from outside of the building directly into
the firebox, which is at least six square inches in area and is equipped with a readily
accessible, operable, and tight fitting damper.
3) light fitting flue damper with readily accessible control.
4) Continuous burning pilot tights are prohibited.
12. Ducts shall be constructed, installed, and insulated according to Chapter 6 of
the 1997 Uniform Mechanical Code. All joints of the duct system shall be tightly
sealed with mastic or tape.
13. Storage type water heaters and storage tanks for solar water heating systems
shall be externally wrapped with insulation of R-12 or greater, unless so internally
insulated.
14. Provide minimum R-3 insulation on water heater inlet and outlet pipe for first
five feet in unconditioned space.
15. Insulate recirculating hot water piping in unheated spaces.
16. Gas fired household heating and cooling appliances, shower heads, and faucets
shall comply with the appliance efficiency standards.
17. General lighting in kitchen and bathrooms shall have an efficiency of not less
than 40 lumens/watts. (Specifly fluorescent lighting).
18. Thermostatically controlled heating or cooling systems (except heat pumps) shall
have an automatic thermostat with a clock mechanism which can be manually
programmed to automatically set back the thermostat set points for at least two
periods within 24 hours.
ELECTRICAL
1. All work shall be in full accordance with oil applicable rules and regulations of
governing agencies and shall comply with the requirements of the serving power and
telephone companies.
2. The sub contractor shall verify availability of services and determine exact
locations and requirements before submitting his bid.
3. Any necessary drawings, calculations, or permits required by the governing agency
and/or utility company shall be the responsibility of the sub contractor.
4. All materials and equipment furnished and installed under this section shall be
guaranteed by the sub contractor for a period of one year from the date of
acceptance of the work by the owner.
5. All equipment installed outdoors and exposed to the weather shall be waterproof.
6. Receptacles in a kitchen and bathrooms shall be installed above counter top.
7. Receptacles in bathrooms shall be on a ground fault interrupter circuit. (GFI)
8. Receptacles shall be installed vertically at 14" above floor unless otherwise noted.
9. Wall stitches to be 42* above floor. I
10. All electricity operated fixtures, outlets, equipment, or devices whether installed
li,y this contractor or others shall be fully connected to proper electrical source and
left in operating condition.
11. Ali outlets located in garage and laundry area to be ground type.
12. All outlets located at the exterior of the building to be grounded type and
waterproof.
REVISION:
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