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SHEET 11:DEX
SHEET NO. SHEET DESCRIPTION
T-w1 TITLE SHevt
A--1 PLOT PLAN
A.,,.2 MRST.SECOND AND FLOOD PLANS & ELEVATIONS
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i..,,EGAI_ DESCRIPTION
} r Lal
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f) XieaT{Nta Gt?NF i TtONS vERI
MAY NOT �e SHOWN 1EXAGTI-'e, CONTR-AG"rOM SHALL
ALL I IM} NT{caNS SHOWN ON PLOT 1-1-AN ANw f=�LOOR 1-L.ANS ANrp STUfaY 1�Xt5TtNta
Al-L 1:>IMMi' C.;)N!5 i HOkN f Rlt>le2 STAf TiN6 vGOt�'L Or- WORK. AN'r Y>15C,Rr! NC.1M"3 , ,,.._• ,
AN3'7/Ot�, C7M1:3510N5 GC>NTA#N�i> #N TH#M CIO Om
VOGUMMNTS SHALL, , 5r_ 5MOUGHT
TO THE! ATTENTION OP= r+4r= L7��rl�shlFMPi `AT, THAT TIMM, OR tMi LatATi»LY 3F'C?N L7l5GC7 /l RYi x �k p4
2,) COpt'Tf ACTOR f iAi L #NSTALL WALL 5A.Gt_INsV5, f L G7GlCiN43 C+m MI'�+G+1 !LLL A.N OU A s R< W
ST _ ASI;ZF_ tUIRV`L7 'POM ALL PARTITIONS, Li6-HT F2lXT'Uf S, PIXL�i7 SHELvES. A,NSa
el
A4'.'w'�.✓L+.`lJt�'+.#l.C'�'.. ,�i�`�Li4s'. ...'',v, . R++. 4 ._
C.OhtTMAGTtJM SHALL SNSTALL 15MAGSNca ANIa TMM1'mt:%1�AR.Y SUPP°CJRrCTS A5 ,.
Tt HOLS ^ h! i�#opj< SrzaU# L»Y #N t°LAGM ANi7 Uf TA#N ALL 1.O.ArS7
MINC!RECTION.THAT MAY Cr(rUS U
air
•R•.) NOTATIONS MARK ,7 f'Yt�'tG,AL" (r ril.) 5HAL E3a GO3 N5tTrNT T++fZpUcaHOUT ALL � fi
`5UCH F+ eF"ER NGiy NOMMNC l_^TUm . SYMBOL ANSa Iaf�AWlNt r #r�llatGATf47N5
,:emu
Or- LIKE" Ofq, ,blI-IIL,AR KiNia. �) �
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I>O NOT 3C.ALM f=MOT-1 'YHM I7FR.AWi,163. THe CoNTRAC T'OK SHALL FIKL.I> VMKIF^Y
C ONSTRUG f'toN Gc>Nf RTION5 ANrP >{MiSN✓i17N5 RRfOR TO ORI E:fwv{NcS,, FxA i�tG AT#NG�z+
CiR tN1TALLIN✓ ANY Aa✓c'CiAi3i li:fc^fr. ff'� z?tSGR> f ANCiz✓ ARZ FC7UND, T►+E r �1w3L,lli..1'. INIc DATA
CONTRACTOR SHALL R OUMST IN VgmiTiNca A CLAMit=1GA.TIaN f=OM THIN' MNC+aiNMr=M ��i�s�JA AN� �- � ��
f_f.ZIo �. To GOMr^ NC,:,0Me!NT Of'° Y W
A55C�CrIAT Ta G9MK. `VA(_,,r P11f T4 + .
MANUF�AGTURO3jjDM'Tf T sf ,P;i a
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Fa.) MANUIL.
-AGTUMr_K'5 IN�"1'•MUGTiC1Ne, ,^tHr'f ' 1N:x✓TA.LLATlG�NS tNGLUZWi o f
ftOiUGTra, GOt�fiwLY W! f't M.NUf� �.GT �h'f2'�3 AdF'L#G4SL #Na✓'TiUGT1CN �.NT7 y
THE L)
I.) ALL V4oMK 5+ AI_L E!M_ IN AGCA L NCM I fr Y IR c ULATtc7N5 ANI ALJ +iER iAfw'i"L GASL�: COC;V5 � I
TITLM .24 01m THI; GAL:. Cd l
4='F�t7M '?'i-iL'' GS'i"Y C71� CiCJUni'TY.
L £ML%GTFZ#GAL ANEr I�LUMk31NC�a 5HAI...L GG%Ni"Qi t t V41TH THe L.°.T 3'i At OFa' Pitt GG7 /1
ANI� ALI_ CaTHrt' APf� L.ICAr3L� GOt'a1w5 MeC-ATIONS A5 f ' GtUli Ta 3Y THE C.tTY OR GOUNTY. QC, CUPANCY: Sm
01.) ANY INT R.RUPTiON Ot" CAR tVX_1rySOVAL OF ANY UTILITY 5elM V10M 51ERV#NC7 DESIGNATION:
THEs )G15TtNG3 L?Wi LLIN ', SF+ALL NOT %+ f�>wRFCJf M to UNTiL A MINIMUM op' A ='4^'I4G?U'R
F~'F iCiR NC>TICLh # C�tViNcS TO THi� OWN}»! EY THE CONTRA( -,TOR. SUCH 1NOP.K SHALL APPLICABLE CODES:
E3 Cooi;;?T71NA'1 ei> /"ItTH THE PWNEM ANZ? THE: A.ffPfPL-I0AI3Lfw UTILITY COMPANY, A15 mA+ '
Me N SCpar,rA} � '7'H f-PeMO\/AL OM MEL OC,ATIN& Of= AN"rr XiSTINcS' OR NIEW UT#LiNF~(�) 2001 BUILDINGSTANDARDS ADMINISTRATIVE
(5ewsle i-LUMt>INCv, f-H("PNr_ LINM5, C7A3 LINE, £CTC.) 5HALL 15p! VONV_ f3Y CODE, PART 1. TITLE 24 C.C.R.
THEE CONT:;P_AC TO`R AT NO flzXTM^ c'-OST TO • +4M OVgNr-M.. 2001 CALIFORNIA BUILDING CODE. PART 2.
10.) 7»TAiL`...,' OR. *a- CTION5 NOTE? A5 OFZ 51M. (SiMILARJ 5HALL APf=LY TITLE 24, 1C.C.R.0997 UNIFORM BUILDING
IN ALL GA5E5 W"IET+-MM C>m NOT
CODE VOLUMES 1'-•-3 AND 2001 CALIFORNIA
If,) 1%PMO\/Il>M WC CaIa 1%-OCK11,40, IN WALLj5 i=om A.LL ATTAC+44MMNTS A.NT> rA.GGT 343C7f�t AMENDMENTS)�v-I, CH A15 TOIL -MT AGG S G?F #E'er. GAf~"MT5, M14.4m �f% s, LG"f . .
# .} AT r_XT'ERtOIR f-INIe+4 5TUCCO, t OV1I> THE 1-Mof-MM STU(rCO V40op MC l_r;ls, M3~T'A.L_ 2001 CALIFORNIA ELECTRICAL CODES. PART 3r.
W > f- Gf Ta, e-ro., A5 Mr=0U *nTL 24 C.G R.(1999 NATIONAL. ELECTRICAL
15.) CC)NTMACT0'M SHALL v#r+aiF'Y, AT THE StT , A" M><IeTiNep C,GONZ;1ITiON:3 "KIOM TG7 CODE AND 2001 CALIFORNIA AMENDMENTS).
5UE31,41TTAL OW�
2001 CALIFORNIA MECHANICAL. CODE. PART 4.
14) GONTF AGTGJR(51 15 i F Si�CiN5i 3Lk: P'OR THiSIR OWN CLEANUP' A5 P40IRK P'R0051 'S`5E`«"•
ANi'2 f'INAL C,LrZAMN(S+ i-- U!5 T 4F+ T.;,ON "TO TH OVgNmme> 15ATI!5f1E6.a.GTION -(IJ� 24C»C.R.(+.��I�}q UNIFORM MECHANICAL
15.) ALL IN °W 1NL5 55 OTHEf�Wt�aYr NOTIwIa. CODE AND 2001 CALIFORNIA AMENDMENTS).
2001 CALIFORNIA PLUMBING CODE. PART 5-
T1TL.E 24 C.C.R.(200D UNIFORM PLUMBING
CODE AND 2001 CALIFORNIA AMENDMENTS).
TYPE PE OF` CONSTRUCTION TYPE V
" An Aprovesd Sessmics gas shutoff valve will be
installed on the fuel gas line can the fuel goo line
on the down stream side of the utility motor and
of structure c
ontaining cants dni g he exterior
goo piping, building
( per ordtncancre 171.1974-- for work over S 10,000. )
WATER HEATER MUST BE STRAPPED
Water heater must be strapped In at least two locations one being
in the upper one --third of the unit and the ether In the lower lane --third
The lower strap must be a mInlmun of 4" above the welter heater
control unit, the required clearesncess from wall to hooter Casf9 stato
ted
an the unit no Ise critical, lag screws not less than 1/4 In
dimeter must be used to anchor thg resstraintssr tea thef wail send each
I cr w must h?vle at least 1~-�-1,�2' tthr cid �e�n itration into wall
S'Eu #sea. larger fla washer must b Inet r711 e a were n each (ag sscr+ew
and the strap for reinforcement.
SCOPE QP WORK
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LOT SUMMARY
LOT SIZE
( E ) HOUSE
( E ) GARAGE
( N ) ADDITION
TOTAL LIVING AREA
33.7% LOT COVERAGE
61300 SQ. FT.
1144 SQ. FT.
477 SQ.FT-
2t019 SO. FT
Now
E '40
p�
E t
0 0
OR C4
qt- cf)
3-0 (1)
06 0
cf)
wow
ci
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a Wawa
09 Now
�C 0
DATE
TITLE
PLOT PLAN
PROJECT sHr=t=-r MUMB,
SCALE
AS NOTED
DRAWN ISY
Arturo GuOr~0
DATE
juty 14. 2004
LEGEND
NEW WALL
EXISTING WALL
EX`G WALL TO DEMO
i
=0
POWER OUTLET
CEILING LIGHT
SMOG DETECTOR 110 VOLT
WITH BATTERY BACK UP
2-WAY SWITCH
S2
s
SWITCH
�c>ri
GFI POWER OUTLET
ERG KITCHEN
ERG L.R.
ERG RESTRM
Q
18f
BATHROOM BEDROOM (2)
00
•
-� CLOSET
CLOSET
It
22" 32" 1G AC WS
A
`....._.. t BEDROOM (1)
c1 0 ~
\
`5�1;
ti�
\
t
ERG LIVING ROOM '
w
tt
lM w
DEMO ERG WALL
ERG HALLWAY
SCALE 1/411=1191
_ i 2'-6"
ERG WINDOW TO PATCH y�/�
ERG BEDROOM.
ERG BATHROOM
W�NDUW
SCHEDULE
MARK SIZE
TYPE
MANUFACTURER
REMARKS
_ _._.._.
__
ALUMINUM -SLIDING
X 6-0"
XO SL
WINDOW MASTER
DOUBLE GLAZE
,.. ._. .
,.._.............
INUM„SLlDING
XO SL
WINDOW MASTER...
GLAZE
..... .........__
, .....DOUBLE
ALUMINUM -SLIDING
2'-Q „X 3 ,-0 „
(D
XO SL.
WINDOW MASTER
DOUBLE GLAZE
ERG 6EDRR0
A
ROOF CLASS "A„
ASPHALT PSHINGLES APS OVER
#15 FELT
1/2" PLYWOOD (Cyp.)
WEEP bUKtty ktyv-1
718" STUCCO OVER
#15 "D" GRADE FELT PAPER
Wl WIRE MESH OVER
112" CDX PLYWOOD OR OSS
41'Z'
scnLe ve•=ra1
7/8" STUCCO OVER
#15 "D`l GRADE FELT
W/ WIRE MESH OVER PAPER
1/2" CDX PLYWOOD OR OSB
ROOF CLASS „A„
ASPHALT
ES OVER
#15 FELTPAPER 4( Z
1/2" PLYWOOD OP.)
WEEP SCREED (1YP.) Ho
SCALE 1/4"=1'0°
ERG VENT,
STUCCO
NEW WINDOW °
who
_.. w...e._w._ ... EE SCREED
0
SCALE 1/4`"=1'(3"
i
ERG COMP. SHINGLES
NEW EX,G
ERG VENT/
ERG S "UCCO
Ll,F
ROOF GLASS "A� 7/8„ STUCCO OVER
ASPHALT SHINGLES OVER #15 „D," GRADE FELT PAPER
#15 FELT PAPER OVER. W/ WIRE MESH OVER
4iIZ 1/2" PLYWOOD (W-) 1/2" CDX PLYWOOD OR OSB
q xA3ifTYS45A� .i
AX
to
A "
-rrr ."E
y FLOOR PLAN
ELEVATIONS
� Y
pRoJacT
sHeeT Nume+ER
SCALE
AS NOTF-0
DRAWN By
A N7NMM1 2
Anufa CuN�"r�ro
OATIE
io
JJJN; WilmilUA
SCALE 1/4 -
NOTES:
1. SHOWER AND TUD—SHOWER SHALL HAVE EITHER A PRESSURE BALANCE
A THERMOSTATIC MIXING VALVE.
2. THE BUILDING SHALL HAVE WATER CLOSET WHICH USES NOT
MORE THAN 1.6 GALLON PER FLUSH.
3. EXTERIOR STUCCO FINISHED SHALL BE APPLIED OVER 151b. FELT PAPER
AND WIRE MESH NAILED TO WOOD FRAMING, 3/8" SCRATCH COAT
OF PORTLAND CEMENT, 3/8- SECOND COAT OF CEMENT PLASTER
AND FINAL COLOR WHITE.
4. ALL NAILS SHALL BE COMMON WIRE NAILS (U.N.O.)
S. WHERE NO SPECIFIC DETAILS, SECTIONS OR INDICATION IS GIVEN TYPICAL
OR APPROVED STANDARD PRACTICE DETAILS ARE TO BE USED.
6- AT SHOWERS OR TUB WITH SHOWER. WALL COVERING SHALL BE CEMENT
PLASTER . -11LE OR APPROVED EQUAL TO 70 INCHES ABOVE DRAIN.
7- ALL WORK PERFORMED SHALL BE: IN CONFORMANCE: To THE: 2002 L.A.
CITY BUILDING CODE EDITION OF THE UBC CODE-
SCALE 1/411=11011
Ll
0
FOUND, VENTS
24''o
f
ols
TITLE:
TITI,"E
PLAti I r_ri
SHEAR TRANSFER
SCALE: N.T.S
2-1 X 6" R.R. @ 12" O. C.—_
1" X RAFTER TIE @ 4'0.C.
21# X 61" C-1. (9 16tv 0. C,
I x 8 STARTER
2" X 6" BLOCKING
2" X 4" DOUBLE TOP PLATE
7/8" STUCCO OVER METAL LATH
WEEP CREPP
net. grade
2"x6" pt. sill wl 5/6'X 10 .. .....
anchor bolt embedded 7" @ 6" o.c.
a., 5TUC10
2"X4" STUDS @ 16" O.C.
2 ft,OCKIN6
(y)
1/ 21, PLYWO019 --------
1/2"'DRYWALL 1/2" DRYWALL 5TUP5 @ 1611 O.C. v- to
C4 mt
1/ 71,
0 0 OD N
t9m&L
)d 61" 6"1112"O.C.
2 x4" SOLE PLATE 5/8" T&G PLY W/ 1( o
2Y, 4" 501_D PLAT 01
co M
81, T&C4 PLYWWOP W/ lod 6,6"12 O'C'
2 6" PI,0CK1N6___,__
2" X BLOCKING
13A% 13V IN N
C (f) cf)
C
NJ sow
T_ 0 so*" w"M
2" FLOOV J015f
ANCHO� 1301,f5 6'-0" 0,C,
41IX8" GIRDER-------/"— (D a)
41IX8"P.T. POST CAP__�
# MM
4
T74 YW
TITLE:
PIER & PARTITION
XTERIOR FO(A")TING
E
3
NTS
SCALE NTS
DRILL 1" DIA, HOLE
I-T erV�ey f "C'15-r
(4
#4 DOWEL lof'toval
NEW #4 REBARS (D
TOP & BOTTOM
-nNG FOOTING
ROOFING CLASS A NFEW FOOTING 4
ASPHALT SHINGLES a�----.-'--.--_.__-___._,_..-.._ x _._.�
---,,TOP OF SPREAD FOOTING w
OVER GRADE 111)"'
FELT PAPER OVER #4 DOWEL
j ~. p p
1/2" CDX PLWD TYP.
2" X 8" RIDGE BOARD
7 C
1/2" CDX PLYWD. ROOF SHT'G
2
4[ W/ APPLIED RADIANT BARRIER NEW TO EXISTING FOOTING
P.I. 24/0 W/8d @ 6' 12 (typ.)
I x 8 STARTER SCALE NTS
NO. ISSUE DATE
cons. pad
SCALE 3/8#1= 1 r-oil
2" X, 4" STUDS @ 16" O.C.
'LE
SECTION "A"
& DETAILS
PROJECT
SHEET NUMBER
SCALE
AS NOTED
4
DRAWN By
A
Arturo Guerrero
DATE
July 14. 2004
REVISIONS
m
G. WOOD
1. ALL FRAMING LUMBER SHALL BE GRADE MARKED DOUGLAS FIR AS FOLLOWS:
BEAMS, POSTS, HEADERS, STRINGERS ... DF NO. 1
JOISTS, RAFTERS ...DF NO.2
STUDS ... DF CONSTRUCTION GRADE
ALL OTHER FRAMING ... DF NO. 2
STRUCTURAL PLYWOOD SHEATHING ... STRUICT. I
2, ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED
WOOD,
3. NO STRUCTURAL MEMBER SHALL BE CUT FOR PIPES, DUCTS, ETC. EXCEPT AS
DETAILED ON THE STRUCTURAL DRAWINGS. NOTIFY THE STRUCTURAL FOR CONDITIONS
NOT SHOWN PRIOR TO BEGINNING WORK.
4. SOLID BLOCKING SHALL BE PLACED BETWEEN ALL JOISTS AND RAFTERS AT ALL
POINTS OF SUPPORT AND AT 10 FOOT INTERVALS FOR RAFTERS AND AT
8 FOOT INTERVALS FOR JOISTS.
5, MACHINE BOLTS -BOLT HOLES SHALL BE DRILLED 1/32- GREATER THAN THE BOLT
DIAMETER. BOLTS SHALL HAVE STANDARD CUT WASHERS,
6. TYPICAL STUD WALL CONSTRUCTION IS 2X'S 0 16" O/C UNLESS NOTED OTHERWISE.
7, A)NON-BEARING STUDS UP TO 10 FT. IN HT. SHALL BE 2X4 0 16'O/C MIN.
STUDS OVER 10 FT SHALL BE 2X6 STUDS 0 16*O/C MIN.
B)BEARING WALL STUDS UP TO 10 FT IN HT, SHALL BE 2X4 0 16" O/C MIN,
STUDS OVER 10 FT. SHALL BE 2X6 STUDS 0 16" O/C MIN,
8. SUPPORT INTERIOR NON -BEARING STUD WALLS AT BOTTOM WITH 7/32. SHOT PINS
AT 4'-0' O/C ON CONCRETE AND 16d AT 16" O/C ON WOOD. SUPPORT TOP WITH
16d AT 16" O/C , BLOCK WHEN PARALLEL,
9, ALL STUDS SHALL EXTEND FROM FLOOR TO CEILING OR ROOF WITH NO
INTERMEDIATE PLATES, UNLESS NOTED OTHERWISE
10. FIRE BLOCK STUD WALLS AND PARTITIONS AT FLOOR -CEILING SOFFIT AND
AT MID -PT. OF WALLS OVER 10 FT, IN HT.
11. NOTCHING BEAMS AND JOISTS - NOTCHES SHALL NOT EXCEED 1/6 THE DEPTH
OF THE MEMBER AND SHALL NOT BE LOCATED IN THE MIDDLE THIRD OF THE
SPAN. WHERE MEMBERS ARE NOTCHED AT THE ENDS, THE NOTCH DEPTH SHALL
NOT EXCEED 1/4 THE BEAM DEPTH. THE TENSION SIDE OF SAWN LUMBER
BENDING MEMBERS OF 4 INCHES OR GREATER NOMINAL THICKNESS SHALL NOT
BE NOTCHED. THE STRUCTURAL ENGINEER APPROVAL MUST BE OBTAINED FOR
ALL TENSION SIDE NOTCHING OF BEAMS, RAFTERS, OR JOISTS PRIOR TO
BEGINNING WORK,
12. BORING STUDS - HOLES EXCEEDING ONE THIRD OF THE WIDTH OF THE MEMBER
BEING PENETRATED SHALL NOT BE PLACED IN STUDS UNLESS FULLY DETAILED
ON STRUCTURAL DRAWINGS HOLES NOT EXCEEDING ONE THIRD OF THE STUDS
SHALL BE NEATLY BORED AND SHALL BE LOCATED IN THE CENTER OF THE
MEMBER BEING PENETRATED.
13, NO BORING NEARER THAN 318" TO EDGE OF STUD.
14, BORED HOLES SHALL NOT BE IN THE SAME SECTION OF STUD AS CUT OR NOTCH.
15, ALL PREFABRICATED WOOD CONNECTORS SHALL BE BY SIMPSON CO.
(STRONG TIE CONNECTIONS)- L.A.R.R.22086, FOR HDA HOLDOWNS -
L,A.R.R. 24818, UNLESS OTHERWISE STATED.
16, EXTERIOR WOOD FRAMED WALLS SHALL HAVE 15 LBS. FELT MINIMUM
UNDERLAYMENT.
17, WALL BRACING:
ALL EXTERIOR WALLS AND MAIN CROSS -STUD PARTITIONS SHALL BE
EFFECTIVELY AND THOROUGHLY BRACED AT EACH END, OR AS NEAR THERETO
AS POSSIBLE, AND AT LEAST EVERY 25 FT. OF LENGTH BY ONE OF
THE FOLLOWING
METHODS:
SEE UBC 93.2326,11.3
18, NAILING FOR DIAPHRAGMS AND FOR ALL SHEAR WALLS SHALL BE INSPECTED
PRIOR TO COVERING,
19. PLYWOOD NOTES:
o) PANEL IDENTIFICATION INDEX NUMBER FOR PLYWOOD
SHEATHING SHALL BE 32/16, PS 1 - 83 APA, UNLESS NOTED
OTHERWISE,
b) PLYWOOD ROOF PANELS SHALL BE BONDED WITH
EXTERIOR GLUE AND BE EXTERIOR TYPE WHERE
EXPOSED TO WEATHER
c) PLYWOOD SHALL BE INSTALLED WITH THE FACE GRAIN
PERPENDICULAR TO SUPPORTS AND PANELS SHALL BE
BE STAGGERED,
d) PLYWOOD DIAPHRAGM LAYOUT AND NAILING SHALL BE
INSPECTED PRIOR TO COVERING,
20. FABRICATOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE JOB
AND REPORT ANY DISCREPANCIES TO THE ENGINEER BEFORE PROCEEDING
WITH THE WORK. THE BEAM ERECTOR SHALL PROVIDE ALL ERECTION
BRACING REQUIRED DURING CONSTRUCTION TO MAINTAIN A SAFE AND
PLUMB STRUCTURE,
21. BEAM LAMINATED OF MULTIPLE JOISTS SHALL BE SPIKED WITH 20d NAIL
AT 32" o.c., STAGGERED IF MEMBER IS 10* OR LESS, LAMINATED BEAMS
OVER 10" IN DEPTH SHALL BE FASTENED TOGETHER BY 1/2' DIAMETER BOLTS
STAGGERED TOP AND BOTTOM AT 24" o.c., AND 30 FROM EDGES, LAMIN-
ATED BEAM SHALL NOT BE SUBSTITUTED FOR SOLID BEAMS.
22. PARALLAM PSL ALLOVABLE DESIGN STRESSES
(100 % LOAD DURATION)
SHEAR MODULE OF ELASTICITY ....................... G= 125,000 PSI
MODULUS OF ELASTICITY .......................................
E= 2.0 x le PSI
FLEXURAL STRESS ................. _ ............. ___
............... F= 2900 PSIO)
COMPRESSION PERPEDICULAR TO GRAIN
PARALLEL TO WIDE FACE OF STRANDS
Fa 650 PSI#)(*
COMPRESSION PARALLEL TO GRAIN ................
F L2900 PSI
HORIZONTAL SHEAR PERPENDICULAR
TO WIDE FACE OF STRANDS .................................
F 290 PSI
v
(1) FOR 12-INCH DEPTH. FOR OTHERS, MULTIPLY BY [f ]m
(2) F. SHALL NOT BE INCREASED FOR DURATION OF LOAD,
(3) 750 PSI FOR ALL EASTERN SPECIES PARALLAM PSL. AND
1 r THICK WESTERN SPECIES PARALLAM PSL
6. TEMPORARY EXCAVATIONS SHOULD BE SLOPED OR BRACED IN ACCORDANCE WITH
CAL -OSHA REGULATIONS, TEMPORARY SLOPES SHOULD BE NO STEEPER THAN
1:1.(HORIZ, TO VERT.) FOR EXCAVATION EXCESS FIVE FEET IN DEPTH,
UNLESS APPROVED BY THE SOIL ENGINEER. IN AREA WHERE SOILS WITH
LITTLE OR NO BINDER ARE ENCOUNTERED, SHORING OR FLATTER EXCAVATION
SLOPES SHALL BE MADE,
7. SLAB ON GRADE SHALL BE ON NATURAL UNDISTURBED SOIL OR ON
COMPACTED FILL.
8, SLAB ON GRADE SHALL BE ON NATURAL UNDISTURBED SOIL OR ON COMPACTED
FILL OVER 1" MIN SAND OVER 6 MIL. VISQUEEN MOISTURE BARRIER OVER
1" MIN. SAND, REFER TO CONCRETE NOTES FOR CONCRETE SLAB
SPECIFICATIONS.
9. CONTRACTOR SHALL PROVIDE FOR BE -WATERING OF EXCAVATIONS FROM EITHER
SURFACE WATER, GROUND WATER OR SEEPAGE,
10. FOOTINGS SHALL BE PLACED ACCORDING TO DEPTHS SHOWN ON DRAWINGS. SHOULD
SOIL ENCOUNTERED AT THESE DEPTHS NOT BE APPROVED BY THE SOILS ENGINEER,
FOOTING DEPTHS WILL BE ALTERED AS APPROVED BY THE STRUCTURAL ENGINEER.
11. FOOTING AND UTILITY TRENCH BACKFILL WITHIN BUILDING AREA SHALL BE
MECHANICALLY COMPACTED IN LAYERS, TO THE APPROVAL OF THE SOILS ENGINEER.
FLOODING WILL NOT BE PERMITTED,
D. CONCRETE
1. WORK SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE'S RECOMMENDATIONS
FOUND WITHIN ACI 318 (LATEST EDITION).
2. ALL CONCRETE SHALL BE OF TYPE 11 CEMENT. U.N.O.
3. ALL CONCRETE SHALL HAVE, -,AN' ULTIMATE 28-DAY COMPRESSIVE STRENGTH OF
AT LEAST 2500 PSI,
4. NO PIPES OR DUCTS SHALL BE EMBEDDED IN STRUCTURAL MEMBERS EXCEPT AS
SHOWN ON THE STRUCTURAL DRAWINGS OR AS APPROVED BY THE STRUCTURAL
ENGINEER PRIOR TO BEGINNING WORK,
5, SET SCREEDS TO COMPENSATE FOR FORM AND SUPPORT SETTLEMENT.
6. KEY AND DOWEL POUR JOINTS AS SHOO ON THE STRUCTURAL DRAWINGS ONLY.
ANY DEVIATION FROM DRAWINGS MUST HAVE PRIOR WRITTEN APPROVAL FROM
THE ENGINEER.
7. NO BRICK OR POUROUS MATERIAL SHALL BE USED TO SUPPORT FOOTING STEEL
OFF 'THE GROUND,
8. ANCHOR BOLTS AND DOWELS SHALL BE SECURELY HELD IN PLACE BEFORE
CONCRETE IS PLACED.
9. AGGREGATE FOR HARDROCK CONCRETE SHALL CONFORM TO ASTM C 33 WITH I"
MAXIMUM AGGREGATE SIZES,
10. CONCRETE SLUMPS SHALL BE BETWEEN 3" AND 5".
11, CONCRETE COVERAGE OVER REINFORCEMENT SHALL BE 3".
12. PROVIDE 1/2- CHAMFER AT ALL EXPOSED EDGES.
13. CORING OF CONCRETE IS NOT PERMITTED, EXCEPT AS NOTED. NOTIFY THE STRUCTURAL
ENGINEER IN ADVANCE OF CONDITIONS NOT SHOWN ON THE CONTRACT DRAWINGS.
14, CONCRETE SHALL BE PROPERLY CURED.
15, DRYPACK SHALL BE A NONMETALLIC NONSHRINK GROUT.
16. SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR LOCATION OF PIPES,
VENTS, DUCTS AND OTHER SMALL OPENINGS, LOCATION OF PIPES, VENTS,
DUCTS, ETC. IS THE RESPONSIBLITY OF THE CONTRACTOR AND SHALL BE
COORDINATED WITH THE ENGINEER PRIOR TO BEGINNING WORK,
17. REMOVAL OF FORMS:
SUPPORTING VERTICAL SURFACES - 2 DAYS MINIMUM.
SUPPORTING BEAMS AND GIRDERS - 15 DAYS MINIMUM,
SUPPORTING STRUCTURAL SLAB - 15 DAYS MINIMUM,
E. REINFORCING STEEL
1. ALL REINFORCING BARS SHALL CONFORM TO ASTM A-615 GRADE 60
2. BARS SHALL BE MARKED SO THEIR IDENTIFICATION CAN BE MADE MEN THE FINAL
IN -PLACE INSPECTION IS MADE.
3, REINFORCING STEEL SHALL BE PLACED IN CONFORMANCE WITH THE *BUILDING CODE
REQUIREMENTS FOR REINFORCED CONCRETE": (ACI 318 LATEST), AND THE 'MANUAL OF
STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" (LATEST EDITION)
BY THE C.R.S.I.
4. ALL REINFORCING BARS SHALL BE ACCURATELY PLACED AND FIRMLY SUPPORTED
AS REQUIRED BY THE ACI STANDARDS, REINFORCING SHALL HAVE THE
FOLLOWING MINIMUM COVERAGE AND SHALL BE PLACED AS NEAR TO THE
CONCRETE SURFACE AS THESE MINIMUMS WILL PERMIT,
UNLESS NOTED OTHERWISE.
CONCRETE POURED AGAINST EARTH _ 3*
FORMED CONC, IN CONTACT W/ EARTH OR WEATHER ...2"
SLABS, WALLS, JOISTS ...3/4'
BEAMS ...1-1/2"
COLUMNS (TO MAIN STEEL) ...2"
5. SPLICE BARS AS SHOWN ON STRUCTURAL DRAWINGS ONLY, REFER TO TYPICAL
DETAILS FOR MINIMUM LAP LENGTHS.
6. BARS INTERUPTED BY STRUCTURAL STEEL SHALL EXTEND TO WITHIN 1* OF THE
STRUCTURAL STEEL FLANGE OR WEB AND HAVE A 90-DEGREE HOOK UNLESS NOTED
OTHERWISE,
7. FIELD WELDING OF REINFORCING STEEL SHALL BE PERFORMED BY WELDERS
SPECIFICALLY CERTIFIED FOR REINFORCING STEEL. PRIOR TO WELDING, THE
"CARBON EQUIVALENT" (CE) OF STEEL SHALL BE DETERMINED, REINFORCING
STEEL WHOSE *CE" CANNOT BE IDENTIFIED OR WHOSE *CE" EXCEEDS 0.75%
SHALL NOT BE WELDED. EXCEPT FOR REINFORCING STEEL CONFORMING TO ASTM
A-706, REINFORCING STEEL SHALL BE PREHEATED AS SHOWN IN TABLE 1,
RGA 3-77. IN ADDITION, STEEL WITH "CE" BETWEEN 0.66% AND 0.75%
SHALL BE WELDED ONLY MEN PRIOR QUALIFICATION TESTS VERIFY ACCEPTABLE
WELDABILITY.
& REINFORCING BAR BENDS SHALL BE MADE COLD.
A. GENERAL
1. THE CONTRACTOR SHALL VERIFY DIMENSIONS PRIOR TO STARTING CONSTRUCTION,
THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES.
2. RESOLVE ANY CONFLICTS ON THE CONTRACT DOCUMENTS WITH THE ARCHITECT
BEFORE PROCEEDINGWITH WORK,
3. TYPICAL DETAILS AND GENERAL NOTES APPLY TO ALL PARTS OF THE JOB
EXCEPT MERE DETAILED OR NOTED OTHERWISE
k THE CONTRACT STRUCTURAL DRAWINGS REPRESENT THE FINAL STRUCTURAL
CONFIGURATION. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE
CONTRACTOR SHALL PROVIDE MEASURES NECESSARY TO PROTECT THE STRUCTURE
DURING CONSTRUCTION, SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO:
BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC.
OBSERVATION VISITS TO THE SITE BY THE ENGINEER SHALL NOT INCLUDE
INSPECTION OF THE ABOVE ITEMS,
5. THE CONTRACT DRAWINGS HAVE BEEN CHECKED BY THE ENGINEER AND TO THE
AND TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF ARE
REASONABLY FREE FROM ERRORS, OMISSIONS, CONFLICTS, INCONSISTENCIES, CODE
VIOLATIONS, AND IMPROPER USE OF MATERIALS. TO IDENTIFY ANY PROBLEMS THAT
MAY REMAIN IN THESE CONTRACT DOCUMENTS AND TO EXPEDITE THEIR
RESOLUTION, THE CONTRACTOR SHALL COMPLY WITH THE FOLLOWING PROCEDURES:
A) THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONTRACT
DOCUMENTS AND AT ONCE REPORT TO THE OWNER ANY ERROR, OMISSION,
CONFLICT, INCONSISTENCY OR CODE VIOLATION HE MAY DISCOVER,
B) THE CONTRACTOR SHALL REQUIRE EACH SUBCONTRACTOR TO READ AND
COMPLY WITH THE REQUIREMENTS OF THIS SECTION, COMPLIANCE WITH
THESE REQUIREMENTS DOES NOT OBLIGATE THE CONTRACTOR, OR HIS
SUBCONTRACTORS, TO CORRECT THE PROBLEMS THAT ARE IDENTIFIED
WITHOUT WRITTEN INSTRUCTIONS FROM THE OWNER, PRIOR TO AWARDING
ANY SUBCONTRACT, OR STARTING ANY WORK WITH HIS OWN FORCES, THE
CONTRACTOR AND EACH SUBCONTRACTOR:
SHALL AT ONCE REPORT TO THE
OWNER ANY VIOLATION THEY MAY DISCOVER.
6, THE CONTRACTOR MUST VERIFY ALL DIMENSIONS AND CONDITONS BEFORE
BEGINNING WORK. COORDINATION AND VERIFICATION OF DIMENSIONS AND
ASSUMED CONDITIONS IS THE RESPONSIBILITY OF THE CONTRACTOR.
7. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS.
B. ADEQUATE SITE DRAINAGE SHALL BE PROVIDED. ALL ROOF AND SURFACE
DRAINAGE SHALL BE CONDUCTED AWAY FROM THE FOUNDATION AND SLOPE AREAS
VIA ENGINEERED NONEROSION DEVICES TO EXISTING STORMORAIN FACILITIES
ON THE STREET OR DOWN SLOPE IN A CONTROLLED MANNER. IN NO CASE SHALL
WATER BE ALLOWED TO POND WITHIN THE SITE, DRAIN TOWARDS STRUCTURi.b
OR FLOW IN A CONCENTRATED AND UNCONTROLLED MANNER DOWN THE SLOPE,
REFER TO OTHER CONTRACT DOCUMENTS FOR INFORMATION NOT NOTED.
9. NO DEVIATIONS FROM THE DRAWINGS, NOTES, AND DETAILS SHALL BE
PERMITTED WITHOUT THE WRITTEN, APPROVAL OF THE ARCHITECT AND OWNER,
APPROVAL BY CITY INSPECTOR DOES NOT CONSTITUTE AUTHORITY TO DEVIATE
FROM PLANS OR SPECS,
10. ALL WORK SHALL COMPLY WITH THE LOS ANGELES CITY BUILDING CODE
AND ORDINANCES.
11, NO TRENCHES OR EXCAVATIONS 5' OR MORE IN DEPTH SHALL ANY PERSON Pr_
REQUIRED TO DESCEND, UNLESS A BUILDING OR GRADING PERMIT HAS BEEN,
ISSUED BY THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY.
12. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROTECT THE WORKSITE,
PARTICULARLY, EXCAVATED AREAS, FROM FLOODING, PONDING AND
INUNDATION BY POOR OR IMPROPER TEMPORORY SURFACE DRAINAGE.
TEMPORARY PROVISIONS SHOULD BE MADE TO ADEQUATELY DIRECT SURFACE
DRAINAGE FROM ALL SOURCES AWAY FROM AND OFF THE WORK SITE AND TO
PROVIDE ADEQUATE SUMPS AND PUMPS TO HANDLE ANY FLOW INTO EXCAVATION.
13. ALL PENETRATIONS OF SHEARWALLS AND DIAPHRAGMS SHALL BE APPROVED
BY THE ENGINEER PRIOR TO BEGINNING WORK,
14. THE MECHANICAL/PLUMBING ENGINEER/CON TRACTOR SHALL BE RESPONSIBLE
FOR COORDINATING ALL PIPE AND VENT LOCATIONS, PENETRATIONS ETC.
WITH THE STRUCTURAL DRAWINGS TO INSURE THAT STRUCTURAL MEMBERS
(BEAMS, RAFTERS, JOISTS, STUDS, TOP PLATES, ETC.) AND THE LATERAL
SUPPORT SYSTEM ARE NOT COMPROMISED. THE STRUCTURAL ENGINEER SHALL
BE NOTIFIED IMMEDIATELY OF ANY CONDITION(S) NOT SHOWN IN THE
STRUCTURAL DRAWINGS.
15. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES!
AND TYPICAL DETAILS.
16, WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE 2002 EDITION Oi,111
LOS ANGELES BUILDING CODE (LA),
17. ASTM SPECIFICATIONS NOTED WITHIN THE GENERAL NOTES SHALL BE OF THE. l.ATE7sli-
REVISION.
18, ROOF LIVE LOAD ....................... 16 PSF
ROOF DEAD LOAD ....................... 16 PSF
FLOOR LIVE LOAD ..................... 40 PSF
FLOOR DEAD LOAD ................... 12 PSF
SEISMIC LOAD .......................... 0.186W
WIND LOAD ......................... :_ 18,51 PSF
B. SITE PREPARATION:
1. VOID
2, REFER TO OTHER CONTRACT DOCUMENTS FOR
GRADING AND GRADING PLAN SPECIFICATIONS,
C. FOUNDATION
1. VOID
2. SOIL BEARING PRESSURE IS 1,0 KIPS PER SQUARE FOOT. PER TABLE
18-1-A OF THE LABC.
3. FOOTINGS SHALL EXTEND AT LEAST 1.5 FEET INTO NATURAL UNDISTURBED SOIL
OR COMPACTED FILL, (REFER TO SOILS REPORT FOR COMPACTION
SPECIFICATIONS)
4, FOUNDATIONS SHALL BE INSPECTED BY THE SOILS ENGINEER PRIOR TO PLACING
STEEL OR CONCRETE, ENSURING THAT THEY ARE INTO SATISFACTORY SOIL, ARE
OF PROPER DIMENSIONS AND ARE CLEAN AND FREE OF LOOSE SOIL,
5. IN THE EVENT EXCAVATIONS REVEAL UNFAVORABLE SOIL CONDITIONS THE
SERVICES OF A SOILS ENGINEER AND/OR GEOLOGIST MAY BE REQUIRED.
L.0
F_
Lli
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r
U)
CHECKED BY
DATE
SCALE
AS NOTED
SHEET
m vs
OF SHEET
g
REVISIONV3Y
The
following items represent the MANDATORY REQUIREMENTS for ALL S)
Lamps used in luminaries for general lighting in kitchens and
bathrooms shall have efficacy of not less than 40 lumens per
LOW RISE RESIDENTIAL buildings and shall appear n�s notes on the
watt. (Fluorescent type lighting will meet this
plans*
requirement).
A)
Before the building may be occupied, installotion
certificates for manufactured devices requilated by the
See. 150(k)
Appliance Standards or Part 6 shall be posted adjacent to the
building permit(s). Certificate shall- T)
In Climate Zones 14 and 16 a vapor barrier shall be installed
1. Identify features required to verify compliance with the
on the conditioned space, side of all Insulation in all
exterior walls, invented attics, and unvented crawl spaces to
Appliance Standards and Part 6;
protect Insulation front condensation.
2. Include the statement indicating that the installed
devices conform to the Appliance Standards and Part 6
and the 'requirements for such devices given in the plans
See. I 50(g)
and specifications approved by the lootil enforcement U)
Any new low-rise residential building shall meet the
agency,
following minimum requirements:
3. State the number of the building permit under which the
I. Coiling Insulation, 'Pit- opaque portions of ceilings
construction or Installation was performsd.
separating conditioned spaces from unconditioned spaces
Sec, 10-103(o)(3)(A)
or ambient air shall meet the requirements of either 1
or 2 below:
8)
The builder shall provide the building owner, rnanoger, and
0. Ceilings shall be insulated between framing members
the original occupants the appropriate Certific0te(s) of
with insulation resulting in an Installed thermal
Compilance and a list of the features, materials, components,
resistance of R-19 or greater for the insulation
and mechanical devices Installed in the building, and
instructions on how to use them efficiently.
ALTERNATA/E to Section 150(o)1.: Insulation which
Sec. 10-103(b)(1)
is not penetrated by framing members may most an R-
value equIvaleni to Installing R-19 Insulation
C)
After installing wall, ceiling, or floor insulation, the installer shall post
between framing unambers and accounting for the
effects of framing members,
in a conspicuous location in the building a certificated
,signed by the installer stating that the Installation Is
consistent with the plans and requirement of section 10-103(o) (2) (A)
b. Floors shall be insulated between framing members
and conforms with the requirements of pari S. The certificate shall also
with insulation having on installed thermal
state the monufacturees name and materitA identification and
resistance of P-19 or greater,
the Installed R-value.
alone.
Sec. 10-103(a)(4)
2. Loose Fill Insulation. When loose fill insulation is
Installed, the minimurn installed weight per square foot
shall conform with the insulation manufacturer's
D)
Manufactured fenestration product shall be uartified for overall U-volues
installed design weight per square foot at the
SHGC as rated by the National Fenestration Rating Council's NrRC 200:
manufacturer's labeled R-volue.
1.
Have a clearly visible temporaty label, not to be removed before inspection
3. Wall Insulation. The opaque portions of frame wails
by the enforcement agency, listing the certified value, solar heat aln
coefficient (SHGC) of the product and he method used to derive LTose
separating conditioned spaces from unconditioned spaces
or ambient air shall meet the requirements of either a
values. Also the label should Indicate complIonce with air Infiltration
or b below:
requirement of Section 116(a) 1
0. Framed walls shall be Insulated between framing
2.
Have a permanent label meeting the requierrint of section 10-111(A)(2)
members with insulation having on Installed thermal
organization, and rating procedures,
resistance of R-13 or greater. Framed foundation
walls of heated basements or heated crawl spaces
See. 116(a)
shall be Insulated above the adjacent outside
ground line with insulation having an Installed
E)
Field fabricated skylight and windows, and exterior doors, shall be
thermal resistance of at least R-13,
weather -stripped.
ALTERNATIVE to Section 150(c)1.: Insulation which
EXCEPTION,- Unframed glass doors and fire Oaors.
is not penetrated by framing members may meet an R-
value equivalent to Installing R-13 insulation
between framing members and accounting for the
See. 116(b)
thermal effects of framing members.
F)
Joints and other openings In the building envelops that are
b. The weighted average U-volue of walls shall not
SUPERIOR VdNWW & DOOR
TIERMAL AM OMCAL RATINGS
'%VrM AND VAMOIUT GRIDS _I
�LPJCLR
_0(1:tl�j�yy
=C]'"R-Z
CLR/LOW-131
U-VALIJE,
i.
is
potential sources of air leakage shall be caulked, gasketod, exceed U10 Li-VOItle EFIOE WOU10 result from sacyc - Solar Heat gain coefficient, VT Visible Traomittance, LOW-131 -High Performance Low E Class
weatherstripped, or otherwise sealed to limit Infiltration installing R-13 Insulation between framing members
and exfiltrotion, and accounting for the effects of framing members.
Sec. 117 4. Raised Floor Insulation. Raised floors separating conditiorrod
G) All insulating material shall be installed In oomplionce with spaces from unconditioned spaces or ambient air shall meet the
the flarnespread rating smoke density requirements of Sections requirements of either- a, or b. below:
707 of the UBC. 0. Floors shalt ba insulated between framing members
Sec. 118(c) with insulation having on installed thermal
resistance of R-13 or greater.
H) Heat pumps with supplementary electric resistance heaters shall have controls:
b. The weighted average U-value of floor assemblies
1. That prevent supplementary heater operation when the heating loan can shall not exceed the U-volue that would result from
be met by the heat pump alone; and Installing R-13 insulation between froming members
2. In which the cut -on temperature for compression heating is higher than and accounting -for the effects of framing members.
the cut -on ternerature for supplementary heating, and the cut-off
temperature for supplementary heating. Sec. 150(a)-(d)
Sec. 11 2(b)
1) Masonry or factory -built fireplaces shall have the following:
1 Closeable metal or glass doors covering the entire
opening of the firebox. Certificate of Compliance: Residential (Addendum) CFAR
2. A combustion air intake to draw air from the outside of
the building directly Into the firebox, which is at SINGLE HOUSE ADDITION 1112/04
least six square Inches In area and is equipped with a Project Title Date
readily accessible, operdblej and tight fitting damper
or combustion air control device. Special Features and Modeling Assumptions
The local enforcement agency should pay special attention to the Items specified In this checklist. These Items require special
NOTE: Not required If fireplace is Installed over a written justification and documentation, and special verification to be used with the performance approach. The local
It 11 -41-A enforcement agency determines the adequacy of the justification, and may reject a building,or design that otherwise complies
concrete slab and w, not eta oc on an
exterior wall.
3. A flue damper with a readily accessible control.
EXCEPTION: When a gas log, log lighter, or
decorative gas appliance Is installed In
a fireplace, the flue damper shall be
blocked open if required by the
manufacturer's installation Instructions
or the State Mechanical Code,
4. Continuous burning pilot lights and the use of Indoor
air for cooling a firebox jacket, when that Indoor air
is vented to the outside of the building, nre
prohibited.
Sec. 150(0)
J) All heating and/or cooling systems other thart wood stoves
shall have an automatic thermostat with a clock mechanism or
other setback mechanism that shuts the system off during
periods of non-use and that allows the building occupant to
automatically set back the thermostat set points for at least
2 periods within 24 hours.
See. 1500)
K) The air handling duct system shall be constructed, installed,
sealed and insulated as provided In Chapter 6 of the Uniform
Mechanical Code. (Must be insulated to a minimum installed
level of R-4.2 or be In conditioned spoce).
Sec. 150(m)
L) All fan systems exhausting air from the building to the
outside shall be provided With backdroft or dutorriatic dampers
to prevent air leakage.
Sec. 150(m)7
M) Storage gas water heaters with an energy factor<0.58 shall be
externally wrapped with Insulation having installed thermal resistance
of R-12 or greater.
Sec. 1 50(j)l A
N) Unfired hot water tanks, such as storage tanks and backup
storage tanks for solar water heating systems, shall be
externally wrapped with insulation having an installed
thermal resistance of R-12 or greater or have. internal
insulation of at least R-16 and a label on the exterior of
the tank showing the insulation R-valus.
Sec. 150(j)18
o) Duct system opening shall be sealed with moslic, tape, aerosol
sealant, or other duct closure system that meets the applicable requirement
of UL 181A, or UL181B including collars, connections and splices. If mastic
or tape is used to seat openings greater thou 1/4 inch, the combination
of mastic and either mesh or tape shall be uqt id,
Sec. 150(m)
P) Building cavities shall not used for conveying ,onclitioned air.
Sec. 150(m)
Q) Joints and seams of duct system and their c:(rmponents shall not
be sealed with cloth back rubber adhesive duct tapes unless such tape
is used In combination with mastic and drawbands.
Sec. 150(m)
R) Piping, buried or unburned, for recirculating sections of domestic
hot water system. piping from the heating source to the storage
tank for an indirect -fired domestic water heating system,
cooling system piping below 55 F, and the first five feet of hot
and cold water pipes from the storage tank iar non -recirculating
systems shall be thermally insulated in accorclance with table No. I- T.
Sec. 15002
paseu on me aoequacy or me special jusurication ano oocumentation suDmittea. I Plan Field
The DHW System "RHEEM 22VR75-70N (75 GAL.)" Energy Factor= 0.530. An EF below 0.58 requires an R-12 External Blanket,
HERS Required Verification
These features must be confirmed and/or tested by a certified HERS rater under the suee!vfsfon of a CEC approved HERS
-AA- - - - - .1 . 1.
I Run Initlatign Time- 11/02/04 10:47:48 Run Coal: 109942126§ _w
JEnergyPro3.1 _ByEnergySoft __ User Number: 1919 Job Number: K042642 P�.
Certificate of Compliance: Residential
Part 1 of 2) CF®1 R
SINGLE HOUSE ADDITION
1112/04
Project Title
Date
501 S. SHELLEY ST. SANTA ANA
Project Address
Building Permit #
PERFECT DESIGN & ENGINEERING, INC. (626) 289-8808
Plan Check Date
Documentation Author Telephone
Comuter Performance 8
Field Check Date
Compliance Method (Package or Computer) Climate Zone Enforcement Agency Use Only
GENERAL INFORMATION
Total Conditioned Floor Area: 1,021f? Average Ceiling Height.$.O It
Total Conditioned Slab Area:
Building Type:
(check one or more)
Single Family Detached El Addition
❑ Single Family Attached ❑ Existing Building
El Multi -Family LAJ Existing Plus Addition
Front Orientation: (West) 270 deg Floor Construction Type:
Slab Floor
Number of Dwelling Units: 1.00
Number of Stories: 1
LAJ Raised Floor
bUILUINU bHhLL INbULA I IVN
Const,
Component
Frame
Assembly
Location/Comments
Type
Type
U-Value
(attic, garage, typical, etc.)
R-0 Roof (R.O.2x6.16)
Wood
0,299
Exterior Roof
R-0 Wall (W.0.2x4.16)
Wood
0,386
Exterior Wall
R-0 Floor (F.0.2x6.16)
Wood
0,101
Exterior Floor ir Over CrawlsDace (wIR-6 Credit)
R-30 Roof(R.30.2x12.16)
Wood
0.035
Exterior Roof
R-13Wall .(W.13.2x4.16)
Wood
0.088
Exterior Wall
R-19 Floor (F.19.2x8.16)
Wood
0,038
Exterior Floor / Over CrawispacewlR-6 Credit}
r-,
. ENESTRATION ShadimDeviDes
Type
Orientation
Area
Fenestration
Exterior
Overhang Side Fins
(SF)
U-Factor
SHGC
Shadino
Yes/ No
Yes 1 No
Front
(West)
46.0
1.28
0.80
Bug Screen
Q
rx
I❑-1 F x]
Rear
(East)
49.2
1.28
0.80
...Byg Screen
0
1X:1
D E
Left
(North)
33.0
1,28
0.80
Bug Screen
El
FRI
F❑I Y
Right
_(South)_
46,0
1.28
0.80
Bug Screen
F❑I
Z
D E
Rear
(East)
16.0
0.75
0Z8
--au-g -screen
x
�
EX
Left
(North
Z20
0.75
0,68
Bug Screen
00F9
Right
(South)
36.0
0.75
0.68
_Pga Screen
[:]
[X:]
[-] [j]
El
❑
El ❑
El
0
1:1 Q
1:1
n
1:1 F1
1:1
1:1
1:1 El
El
El
El 0
Run Initiation
Tim g: 1110210.4
10:47:48 Run Code:
IQ99421268
EnerciyPro
3.1 Bv EneravSoft
User Number, 1919
Job Number: K042642
-3 of 20
Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an
asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into
the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures
whether they are shown elsewhere in the documents or on this checklist only,
DESCRIPTION Instructions: Check or Initial applicable boxes or enter N/A If not applicable.
DESIGNER
ENFORCEMENT
Building Envelope Measures
150(.): Minimum R-1 9 ceiling insulation.
I 50(b): Loose fill insulation manufacturers labeled R-Value.
EX]150(c): Minimum R-1 3 wall insulation in wood framed walls or equivalent U-value in metal frame wails (does
not apply to exterior mass walls).
150(d): Minimum R-13 raised floor insulation in framed floors or equivalent.
150(t): Slab edge insulation . water absorption rate no greater than 0.3%, water vapor transmission rate no
greater than 2.0 perm/inch.
118: insulation specified or installed meets insulation quality standards. Indicate type and form
§116-17: Fenestration Products, Exterior Doors and Infiltration/Exfiltration Controls
1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage.
2. Fenestration products (except field fabricated) have label with certified U-Factor, certified Solar Heat Gain
Coefficient ($HGC), and infiltration certification.
3, Exterior doors and windows weatherstripped; all joints and penetration$ caulked and sealed.
I 50(g): Vapor barriers mandatory in Climate Zones 14 and 16 only,
150(0: Special infiltration barrier installed to comply with Section 151 meets Commission quality standards.
I A I
I Sole): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs.
1. Masonry and factory -built fireplaces have:
a. Closeable metal or glass door
b. Outside air intake with damper and control
c. Flue damper and control
2. No continuous burning gas pilots allowed.
Space Conditioning, Water Heating and Plumbing System Measures
[XJ §110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission,
L,nj §150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA orACCA.
150(i), Setback thermostat on all applicable heating and/or cooling systems,
§150(j): Pipe and Tank Insulation
1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with
insulation having an installed thermal resistance of R-1 2 or greater.
2, First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R-4 or greater)
3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-1 2 external
insulation or R-16 combined internal/external insulation,
4. All buried or exposed piping insulated in recirculating sections of hot water systems.
5, Cooling System piping below 55 degrees F. insulated.
6, Piping insulating between heating source and indirect hot water tank.
EnergyPro 3.1 By EnergySoft User Number 1919 Job Number: 1<042642 pagw,6 of 20
Certificate of Corn fiance: Residential (Part 2 of 2) CF-1 R
SINGLE HOUSE ADDITION 11/2/04
Project Title Date
HVAC SYSTEMS Note: input Hydronic or Combined Hydronic data under Water Heating Systems, except Design Heating Load.
Distribution
Heating Equipment Minimum Type and Duct or
Type{furnace, heat Efficiency Location Piping Thermostat Location I
pump, etc.) (AFUE/HSPF) (ducts, attic, etc.) R-Value Type Comments
(;raylW Wall Ft imace _14% _AFUE Ductless / No Fan- jVa_ Setback- WHOLE HOUSE
Cooling Equipment Minimum Duct
Type (air conditioner, Efficiency Location Duct Thermostat Location
heat pump, evap. cooling) (SEER) (attic, etc.) R-Value Type Comments
No Cooling 10,03EER-- Ductless ___nta__ Setback WHOI E Ho USE
WATER HEATING SYSTEMS Rated 1 Tank Energy Facts 1 External
Water Heater Water Heater Distribution # in Input Cap. or Recovery Standby Tank Insul.
System Name Type Type Syst. Btulhr (gal) Efficiency Loss (%) R-Value
22)JR75-70N t-- Small Gay Standard 1 70,000 75 12
,37 L,)
I For small gas storage (rated inputs of less than or equal to 75,000 Stu/hr), electric resistance and heat pump water heaters, list energy factor.
For large gas storage water heaters (rated input of greater than 75,000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss.
For instantaneous gas water heaters, list Rated Input and Recovery Efficiency,
REMARKS
COMPLIANCE STATEMENT
This certificate of compliance lists the building features and performance specifications needed to comply with 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 recognize that compliance using duct sealing and TXV's requires installer testing and certification
and field verification by an approved HERS rater.
Designer or Owner (per Business & Professions Code)
Documentation Author
Name:
Name: RAYMONW.'ViONG. P.E.
Title/Firm: A/GDESIGN'S
Title/Firm: PERFECiadAUUMNEERING, INC.
Address:
Address: 2416Y6, 'QWTIs SK
Telephone: (323) 233-2453
Telephone: ofy`;�� 4,8,0V
Lic, #:
N16.2 7635 1
Exp.06-30-07
(signature) (date)
Enforcement Agency
(signature) (date}
Name:
Title/Firm:
Address:
Telephone:
[EnerovPro 31 By EneravSoft User Number: 1919 Job Number: K042642 Paqe:4 of 20 1
Mandato!y Measures Checklist: Residential (Page 2 of 2) MF-1R [kVAC SYSTEM HEATING AND COOLING LOADS SUMMARY
NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used, Items marked with an PROJECT NAME DATE
asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated Into SINGLE HOUSE ADDITION
the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures SYSTEM NAME FLOOR AREA
whether they are shown elsewhere In the documents or on this checklist only. %A/Wnl I= Wr)l IQP: 4 A91
DESCRIPTION Instructions: Check or Initial applicable boxes or enter NIA if not applicable,
DESIGNER
ENFORCEMENT
Space Conditioning, Water Heating and Plumbing System Measures: (continued)
FX_1 1 150(m): Ducts and Fens
1. All ducts and plenums installed, sealed and Insulated to meet the requirements of the 1998 CMC Sections 601,
603, 604 and Standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in
conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system
that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to sea[ openings
greater than 114 Inch, the combination of mastic and either mesh or tape shall be used, Building cavities shall not
be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be
sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and
drawbands,
2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other
than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building
cavities and support platforms may contain ducts. Ducts installed In cavities and support platforms shall not be
compressed to cause reductions in the cross -sectional area of the ducts.
3. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive
duct tapes unless such a tape Is used in combination with mastic and drawbands,
4. Exhaust fan systems have back draft or automatic dampers,
5. Gravity ventilation systems serving conditioned space have altherautomatic or readily accessible, manually
operated dampers,
6. Protection of Insulation. Insulation shall be protected from damage, Including that due to sunlight, moisture,
equipment maintenance, and wind but not limited to the following; Insulation exposed to weather shall be suitable
for outdoor service e.g., protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam
Insulation shall be protected as above or painted with a coating that is water retardant and provides shielding
from solar radiation that can cause degradation of the material.
[X § 114: Pool and Spa Heating Systems and Equipment
1. Certified with 78% thermal efficiency, on -off switch, weatherproof operating Instructions, no electric resistance
heating, and no pilot,
2. System is Installed with at least 36" of pipe between filter and heater for future solar, cover for outdoor pools or
spas.
a. At least 36" of pipe between filter and heater for future solar heating.
b. Cover for outdoor pools or outdoor spas.
3, Pool system has directional inlets and a circulation pump time switch.
1XI§115: Gas fired central furnaces, pool heaters, spa heaters or household cooking appliances have no
continuously burning pilot light. (Exception: Non-alactrioal cooking appliances with pilot < 150 Btu/hr)
E] §118 (0: Cool Roof material meet specified criteria
Lighting Measures
&150(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy 40 lumens/watt or greater for
general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting
control panel at an entrance to the kitchen.
FX] §150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of
40 lumens/watt or greater switched at the entrance to the room or one of the alternative to this requirement
allowed in Section 150(k)2,; and recessed ceiling fixtures are IC (insulation cover) approved.
1 31 By EnergySoft User Number: 1919 Job Number: K042642 Page'? of 20
Number of Systems
Heating System
Output per System
32,000
Total Output (Eltuh)
64,000
Output (Btuh/sqft)
39.5
Cooling System
Output per System
0
Total Output (Stuh)
0
Total Output (Tons)
0.0
Total Output (Btub/sqft)
0.01
Total Output (sqftfTon)
0.0
Air System
CFM per System
0
Airflow (cfm)
0-
Airflow (cfm/sqft)
0,00
Airflow (cfm/Ton)
0.0
Outside Air (%)
0.0
Outside Air (cfmlsqft)
0.00
ote: values above given at ARI conditions
;ATING SYSTEM PSYCHROMETRICS
33.0 OF 70.0 OF
Outside Air
0 cfm
70.0 of
Total Room Loads
Return Vented Lighting
Return Air Ducts
Return Fan
Ventilation
Supply Fan
Supply Air Ducts
TOTAL SYSTEM LOAD
I COIL COOLING PEAK
11COIL HTG. PEAK],
I CFM
Sensible
Latent
CFM I
Sensible I
1 56,2451 1521
64,596
2,730
0
1_0 0
0
2,730
F-6-0,0_561
'EREY 50GV 01 0, 14,100
Total Adjusted System Output 1 01 01 0070
(Adjusted for Peak Design Conditions)
TIME OF SYSTEM PEAK Aug 2 prin F-Jan 12 aml
105,0 OF
Heating Coil
K Return Air Ducts 'S
97.2 / 69.5 OF 78.0/62.1'F I 55,0/53.50F
Outside Air
0 offn Cooling Coil
78.0162.1 0 F
3.1 By EneravSoft User Number: 1919
'\7
%\
Return Air Ducts I
Job Number. K042642
Air Ducts "i =
105.0 OF
EROOMS
70.0 OF
Supply Air Ducts 9
55.0 / 53.6 OF
40.6% R,H. I ROOM
78,0162A of
Date I I/ D /2004
Scale
DraIwn
Job
K04 I
Sheet
CF-1RNF-M,
& MANDATORY
REQUIREMENT'S
Of Sheets