HomeMy WebLinkAbout1039698.pdfN
NOTES:
1) WALLS AROUND BATHTUB TO BE WATER PROOF EITHER
BY PREFABRICATED BATHTUB OR CERAMIC TILE.
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5M
14'— 0"
OVERED PA
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1-10
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OPOSED . ADDITION
jQ1
419.5 S.F.
j00
j/SLOPE
I
{{
ENGLISH STR..
Plot Plae%n
y3 \' ! O
ad .-t. �. rt '+ L
" ... �x.
D
Scale: 1/16" = 1'4"
JET x 71'
LANs N
qn#i. 1
e
� w
WINDOW
AND
DOOR
SCHEDULE
SIZE
W
MATERIALS
6" X 6`-8"
SOLID CORE, EXTERIOR DOOR
—0"X 7'-0"
GARAGE, EXTERIOR DOOR
6„ X 6'-8„x
I�
SOLID CORE, INTERIOR DOOR, SELF CLOSING
W` X 6'-8"
HOLLOW CORE, INTERIOR DOOR
32" X 6'-8"
EXIST HOLLOW CORE, EXTERIOR DOOR
DBL., EXTERIOR DOOR W/ TEMPERED GLASS
I.8" X 6'-8"
DBL, INTERIOR DOOR
?8" X 6'-8"
HOLLOW CORE, INTERIOR DOOR
6'-0"X 4'-0"
VINYL, DUAL GLAZE SLIDING WINDOW
W/ TEMPERED GLASS
2'-6"X 2'-0'
VINYL, DUAL GLAZE SLIDING WINDOW
W/ TEMPERED GLASS
4'-0"X 4'-0"
VINYL, DUAL GLAZE SLIDING WINDOW
W/ TEMPERED GLASS
4'-0"X4'-0"
VINYL, DUAL GLAZE SLIDING WINDOW
W/ TEMPERED GLASS
5'-0"X4'-0"
VINYL, DUAL GLAZE SLIDING WINDOW
W/ TEMPERED GLASS
PROJECT SITE
V
SHAHRAM
VAHDAT
CIVIL ENGINEER
17TH. ST.
VICINIT Y MAP NO SCALE SHAHRAM VAHDA"i
E P DATE 11 3orc
C-047934
PROJECT INFORMATION C110V
OF C
PROJECT: EXISTING SINGLE FAMILY DWELLING
PROPOSED: NEW MASTER & FAMILY ROOM ADDITION
& GARAGE EXPANSION
OWNER: CHARLS & RONEA HARTS
1830 ENGLISH ST. 4333 Empress Ave.
SANTA ANA, CA. 92706 Encino, Ca 91436
TEL. TEL.818-788-2346 FA.X.818-788-3921
AREA NAL I
PROJECT ADDRESS: 1830 ENGLISH ST.
SANTA ANA, CA. 92706
LEGAL DESCRIPTION: SANTA
TRACT No. 1478 , LOT 14 0
ASSESSORS PARCEL No. 001--031-14 z
BUILDING TYPE: SINGLE FAMILY DWELLING
W
TYPE OF CONTRACTION: V .....
ZONE : F �---
J
LOT SIZE: 5975 SF
1. EXISTING DWELLING = 834 SF ROOM
2. EXISTING GARAGE = 255 S.F.
U)
3. PROPOSED ADDITION = 730 S.F. + 235 S.t. GARAGE
C\1
1564 S.F.
4, NEW AREA = i
w
5. NEW BLDG. FOOTPRINT AREA= 2054 S.F.=�
: rn max_
y v,
z �C
ELECTRICAL SYMBO '
�C
RECESSED LIGHT Z
<
SCONCE LIGHT z 0
SUSPENDED LIGHT �"— �_, _ 1
c) Z
CY)
ONE WAY SWITCH .. :r .� �a _ m 'CC
�.,
S 3--WAY SWITCH
3ti
?
0 H.L. HEAT LAMP
N
DUPLEX OUTLET �' ' �'°°L°
P" u7wcElvED e
GROUND FAULT IN R1JP1 R ,e.,
•*'fa3'"°&'..s.h§ats
G 1 JUL 0 9 2003
E
� 3a
I TELEPHONES 0 - � of I°It I1
I I s F i
Cw
TELEVISION
LITE HEAT & EXHAUST FAN COMBI ATION
�.�.�FLUORESCENT
so 0 amp
ram *a
• / - •
O 1EXHAUST FAN
NOTE:
SMOKE DETECTOR AT NEW BUILDING SHALL BE ON A PERMANENT
WIRING WITHOUT ANY DISCONNECTING SWITCH OTHER
THAN THOSE FOR OVER CURRENT PROTECTION, INTERCONNECTED
AND EQUIPED WITH BATTERY BACK UP
EXISTING WALL
NEW WALL 2x4 STUDS @ 16" O.C. W/ 1 /2" DRYWALL
REMOVE EXISTING WALL
INTERIOR REMODELING
C{E} FOUNDATION
(N) FOUNDATION
No. I Revisions/Submissions Date
1 1 6/26/03
OWNER: CHRLS&RONEA HARTS
1830 NORTH ENGLISH ST.
SANTA ANA, CA. 92706
Project Title
RESIDENTLAL
Drawing Title
FLOOR PLAN
Date: TUNE 1, 2003
Scale : AS SHOWN
Drawn by :
Project No.: _.
Drawing No.: Al
A
ZAAA11
V LVA
A
EXISTING PROPOSED
W
DWELING ADDITION
. , GABLE VENT
DORMER VENT
(TYP)
COMPO. SHINGLES CLASS A
OVER 2 LAYER OF 30# FELT
USE GALVANIZED ROOFING NAILS
00
I
I
■
=SEEM iiiiimnnmlmnmmnl NUNN NO
-in
oil
IMI I-NM-llllmlll-=Nu
.....................
J,
WEEM
(N) 2x4
@ 16"i4
MEN •• 0 0
(E) (N)• STUCCO (N) 5TL STUCCO.
(N) 2x4
NT(l
Scale: 1/4"=1'-0"
DORMER VENT
(TYP)
COMPO. SHINGLES CLASS A
OVER 2 LAYER OF 30# FELT PROPOSED?, EXISTING
USE GALVANIZED ROOFING NAILS W_
ADDITION DWELING
nnPhAP"P WFNIT
'6 ast ew,-vation
Scale: 1/4"=1'-0"
I T WANI 6*1 I= al Kolba a
I 712; "A D DITION
a r WW=_10110_1HIMWill Mll-
-llmlitslis
-
11M1 111 �im��imn�i�nmim�m�nmi�mnmmmm�n,,,�;.•--.-R-r,t,.,,,,.�,�,i�m�mm���mirr�����iimt�i�i���t�m � �+������
i-
ADDITION
00= I-Ad="r 'r01 ICC 12V
Secti*on __A�A
Scale: 1/4"=1'-0"
I
Scale: 1/4"=V-0"
'—O"STEP
100
a-
F4" CONC.
BACK YARD
(N) FOOTING
A I WIN4001,134
9?�OF!ES
8WHRAM MAHOAT
Lu
Expl, IIATF (
rn
C-047934
kP
C i v
�V
�c
OF C
C A
4333 Empress Ave.
Encino, Ca 91436
TEL. 818-788-2346 FAX. 818-788-3921
a
6/26/03
OWNER: CHARLS&RONEA HARTS
1830 NORTH ENGLISH ST.
SANTA ANA, CA. 92706
Project Title
RESIDENTIAL
Drawing Title
ELEVATIONS
Date JUNE 1, 2003
Scale: AS SHOWN
Drawn by :
Project No.
Drawing No.: A2
VAI I N Alt I I
v yo �00
3� (C
Qv�
J / 14 \
Fram--ing
Plan
Scale: 1/4" =1 t-0"
WN,
FRAMING NOTES:
(� ALL PLUMBING WALLS SHALL BE CONSTRUCTED WITH
`✓ 2X6 STUD AT 16" O, C,
SPECIAL INSPECTION IS REQUIRED FOR DRILLED
HOLES ON FOOTING FOR EPDXY FILL IN,
(�).PREFABRICATED TRUSSES SHALL COMPLY WITH UBC
SECTION 106-3,4,2 AND SHALL HAVE DETAILED MATERIAL
AND CONNECTION CALL OUTS ATTACHED TO PLANS FOR
REVIEW AND APPROVAL,
SHEAR WALL SCHEDULE
SILL BOLTING
SHEAR WALL
DETAIL
DESCRIPTION
LOWABLE
SCR (LB/FT)
FIRST FLR.
SILL NAILING
WALLS
AT UPPER STORIES
15/32 "
PLYWOOD OR OSB
STRUC
I
EDGED
BLK'D
W/ 10d
COMMON
NAILS @ 6" , 6" ,
12"
0. C. 2X
BOTTOM
PLATE W/
275
5/8"
@ 48" o, c,
16d @ 4" o, c,
D
W/ 16d
COMMON NAILS@ 6"
D.C.
TO
FLOOR
OR 2X
SILL PLATE
15/32 "
PLYWOOD OR OSB
STRUC
I
EDGED
BLK'D
W/ 10d
COMMON
NAILS @ 4" 1611,
12" ❑, C.
2X
BOTTOM
PLATE
382
5/8"
@ 48" o, c.
@ 4" o, c.
�~16d
W/ 16d
COMMON NAILS@ 6"
❑,C,
TO
FLOOR
OR 2X
SILL PLATE
15/32 "
PLYWOOD OR OSB
STRUC
I
EDGED
BLK'D
W/ 10d
COMMON
NAILS @ 3" , 6" ,
12" ❑,
C,
2X BOTTOM PLATE
498
5/8"
@ 32" o, c,
16d @ 3" o. c,
D
W/ 16d
COMMON NAILS@ 6"
D.C.
TO
FLOOR
OR 3X
SILL PLATE
15/32 "
PLYWOOD OR OSB
STRUC
I
EDGED
BLK'D
W/ 10d
COMMON
NAILS @ 2" , 6" ,
12" 0.
C,
3X BOTTOM PLATE
652
3/4"
@ 12" o, c,
16d @ 3" o, c,
4
W/ 16d
COMMON NAILS@ 6"
0.C,
TO
FLOOR
OR 3X
SILL PLATE
SHEAR WALL NOTES:
(� ALL EDGES OF PLYWOOD SHEAR WALLS MUST BE
`--� BLOCKED WITH MIN, 2x SOLID BLOCKING.
O FRAMING AT ADJOINING PANEL EDGES SHALL
BE 3-INCH NOMINAL OR WIDER & NAILS
SHALL BE STAGGERED,
C}3 WHERE PLYWOOD IS APPLIED ON BOTH FACES OF
A WALL AND NAIL SPACING IS LESS THAN 6
INCHES ON CENTER ON EITHER SIDE, PANEL
JOINTS SHALL BE OFFSET TO FALL ON
DIFFERENT FRAMING MEMBERS OR FRAMING
SHALL BE 3-INCH NOMINAL OR THICKER AND
NAILS ON EACH SIDE SHALL BE STAGGERED,
ALL CONTINUOUS EXTERIOR FOOTING TO HAVE
5/8" x 10" A. 13, ' S @ 48" o, c, UNLESS
NOTED OTHERWISE
5� ALL INTERIOR NON BEARING & NON SHEAR -
WALLS MAY BE ATTACHED TO CONCRETE SLAB
W I TH 1 /2" X 10" A. B. @ 48"
6� STUDS SHALL BE SPACED MAXIMUM OF 16" 0. C.
0 A\ &A REQUIRE STRUCTURAL ❑BSERVATION
}8 LENGTHS SHOWN ON THE PLANS ARE MINIMUM LENGTHS
TWO LAYERS OF GRADE „D" PAPER IS REQUIRED
UNDER STUCCO APPLIED OVER SHEAR WALLS,
10 PLYWD, BOUNDRY & EDGE NAILING SHALL HAVE 1/2"
EDGE DISTANCE
11 USE STAGGERED NAIL WHERE NAIL SPAING
IS 3" OR LESS
12 ALL A, B, ' S TO HAVE MIN, 7" EMBEDMENT,
7 BOLT DIMATER END DISTANCE, PLATE WASHERS
PER 11 & 12 D-1, THERE SHALL BE A MIN. OF 2
BOLTS PER PIECE WITH ONE BOLT LOCATED
WITHIN 12" OF EACH END OF EACH PIECE
13 ALL NAILS TO BE COMMON NAIL
T11WEP4LiyeUtrti
SHINGLES
SEMCT
S3
CORPORATIONI/Mi SHINGLEISem" SHINGLES
APPLICATION INSTRUCTIONS
TfmbedineP Series shingles cooka aa•014=4 e°(e13ONT4,r(229M)
In antler 36" (914=4 or 36-13Pt6"
(938mm) ..lengths, depending on '* t j i�taeimm
-shingles bratM.Appficattort instrttc- (.--1(zc•1.1rx(aamm) �� taltx{at11481owftv
I+-1(iTm),1.1tz•(rm) i
ticxtta apply to bout. These shingles must be nailed antxnatai 5-5/JT' (1st3mm) fran tloEtomeomM»oof shiagilm as shown, to allow for dpsnefrabatthrough thearea just above the tabs. Nremain urge 4xmd. bptYa
GENERAL INSTRUCTION
• ROOF j3EC": For use on new of reodbhg weak over well-seasorlea supported wood deck. Mare sealing or are not exposed to adetprate surface temperawres, or it the sett saiant gets
tighticycyor�strucDed with maxktxlm t3" (152mm) vvtde lumber, tlavahg r�l hd� dlttg, the chit► es may never seal. Failure to seal uruterngthese circumstances results from the
AasV�r. is ble t decks for t3aSs A i�nsiattati�arts rrxl�t 6e �seali
m kk or nahhue$af self =d bs� h andis
tab adhe ve an the back tderemt shims immediate' (25mmj W413'
greater vvftth urxferiayntenis as rhoted below, Stdngtes must not be fastened dlrecUy to latton In from each side and 1I (25mm) up from bottom of the shingle. The st" must be
or Instll8ted deck tttniess auUtorited in writing by GAF Materials Corporation. Roof necks and pressed firrrdy trlU! tl!e adhesive.
material must be prig to apQlica6on of shillgtes. NOTE: y itxiUon of excess tab aditasive can cause blistering of ifie stungie.
• LIN • Undertaytnent beneath has m beneftts, Utduding prevedirg For maximum wtrxf reststsnce aim r8kes, cement shhrgtes to underiaymwerlt 8nd each other in
wind &Iven rain from �{{�!q� andgic�g sap to some wood a 4° t102mm) wkbit of asohait ptas{ic roof cement
from r w+hh t Utxierlaymeni is also rtr� by ma}i code bod- NOT::: the flUn strips on the back d each a ere rfl prevart stidortg lagettr�r of the stungles
Les Consult your taxi txrikbrnl�goar its Wremer2s. Where an undertayment is to wMie in the t!►erfe ltteir retTnaat is tdOT
be irnstailed, a txeariner type undertaymeM such as CtMC's Sttingie Mateurrderiaymatt is rec- • CANADlAN COLD WEATHER UCATtO • CSA 123.5-M90 mandates that shin-
orrhmended. must be Irstaited flat, wrthaut wllnities. gins applied betv+een 1 and April 30 shall be adherad vrtth a compatible held-app{ited
• FASTENERS: se d Waits K recommended. (Staple specifications and appi(ation adhesive. See Wind Resistant for GAF Materials Corporations recommendations for the Wit-
irhsvuctlonsareavailable from GAF Materials Corporation, Convector Sen+toes L,1361 cation of that adhesive.
Alps Road, Wayne, NJ 0/470.) Use oNy zinc coated stet or aluminum, 10-1 gauge. MANSARD AND STEEP SLOPE APPLWA71ONS: For roof slopes than 21'
barbed, deformed or srrmoth shank rotdtrtg traits with treads 3/8' {10mm) to T/1 G tf2mm) (175t7shantm) foot (do NOT use on vertical side wa6s), shingle seatkho amen enhanced by
bt dlalneter Fasteners should be long a Iwo y to perteraDe at least 314' (1t3rrmn) into wood tab aide•
decks a through the plywood decks. !"asastea ers must be drhrert fiustt I*th the surface live as indicated in Wild Resstant abwa. the shire a must bo pressed fimmtiy Gna 13te adhesive.
Of the over driving will the shingle. Used fasteners will interfere with the •EXPOSURE: 5' (127mm)
sealing of shinq+es. For normal' Cation, fork fasteners trust be installed per shitu�ie, • rHROutili VEitiJTiLX17C2N:Aliroof sdrtwiures rtaut be evith through vetnilatia! to
a nominal 5-W 43mml up from the bottom of the shingle. to penetrate both layers of etNtaptrtent d moisture f8den air behind roof shet�til8tion provtskxs must at
the shingle. Fasteners must be Insulted approximately 11- 1 1 tr (25-38mm) and meet or exceed current F.HA, H.U.O. ar tocai code minimum raqutfea rlts.
11-11r 13-1/2' (292-31 emm) from each side. - W)N4X)RRODiNG METAL DW EDGES: along rAe, and eave edges on
• VANNDS RESiSTANT: These shingles have a special the wW sealant that firmly bonds the all decks, es1leclaiC dttdts.
5i ! ' F v►�n a= g fig. lf dam byy ° AS6 Type
I c�14ENT: For use as shingle tab !dust ctxrform to ASTM
er au ar Wilder may rat Seal tttftil the 1)4586 Type I or il.
Underiayment: Standard Slop"12 333mm/m) or more Underlayment: Low Slope 2112412Stoly
m-333mm1m)
�isaboo of twdadapft Cover dock with one of underla hnstalted without Appiieaftart of tsnderiayrnani and rave ftasiliutg:cover the deck with two
Use only enough stabs to bald fi dace ur f covered 0 layers of undertayrttent as shown. Use only ertougWd urderbyment in place
Apptipcon
Waa a raven t� iilstau eeve flastung stet! as c+w Matariais Grork= t�aeiein be iexpated� o tayerti�seGnna it� wpastion watcnom fiaftiqs. At eaves and where ke � Leak
Wav ar SoorROMI • BarrW in totalities Where leaks may be caused yg g
up ttettind ice or debt'rs dams. Eavee flashisty must overhang the roof edge by 318' (10mm) and 8ardet Face flashing must overhang the roof ei9e by 3fir (10mm) and extend 24' (610mm)
extend 24' (610mm) beyond the trhskfa watt the hegond the inside vvaE► Norte. Where ice dams ar debris dams are root , kdti 2 plies of
4'(102mM)r-- — peck Shengie-Mate' Irtdertaymar
1r(sosmm) wtoomwotdr rm4• ,erwar
LOWsu * w..n�
Fir see Sax la crewmCkwO
r lair Barrier. (S1mm to 1e2mn) 1ry(� }
2" (61mm) Sk% Lap All Sete am 30' (914mm)
4' (102mm) era "P raoko drre � }
ahonp ntk., pia Aton9 a out wtderbyrnetk dat�fo eDe.
dip aloe on tip on top ar rr�tai dip edpa. 318' (10mm) tLodroved,srg tsars. dap say.
of undedaymenL
Starter Course First Course
Apply as shown. 3 Start and continue with full shingles laid bush with the starter course. Shingles may be
anrt er � nm� laid from haft to right or right to W DO NOT lay shingles straight ttte roof since Lids
tad a weddrecthoet ,yn,110Yp procedure can eets9 an incared COW blend on the roof and may = the shirhgtes.
For muhum wM reWetanoe
Noes rakes. t:emo4tt =hk>atea
to apt anted �eadt .—
a4PWW rear o�smer'L
tntahinple
Plea stelnpN 3t8`(lamm)
owl save and rote
to provide ddp edge
Tdm rat off m liken wore
amrgiss, tt»n pence =nd nail
as shown. 3• to 4• (78m+n m
1e2mm) from save
ram.
ameause
'
slat tkst areas woxM W hoed are' ttavm!
our rate sad cote pops► br ate• dim •doe
nanddcxontiinnueesseco
S �(278mm)
Start second course as shown. Trim 6" (152mm) from the end of the
1n'm 111"rd
from the first shingle in the course then contuse with full shingles
shingle. t�ositiart ttte shir+gbes Gt tthe second and t� courses flush with the
foil
across the rod.
Of the wide cutouts. ibis residt5 In a 5` (12Tmmy exposutreiwe will! width stes
atxass the roof 5tlike a chalk tine about every 8 courses m check parailst aiignnnern with
rt*d
sues. NOTE; Shtrgtes tray be laid tram either
' Start
case
left or hand s7de at either rake
Mrrunedwhari having (152mm)
/f ♦�� FWD
8•ttdArmQ
Plow W Stwtpke
Fourth Course and Reanalning Coulees
!� Nip and Ridge
layer hip To
Trim 17" (432 root) from first shingle in !fie course, itteu ooctdrele vrRh full shingles atxass
the roar. Fifth and subsequent courses repeat full shingle instructions from Step 3.
For sirngie app�nation, use and ridge shingles and apply as stnovrn. etlharuce
appearance, use GAF T1tJ{BERTEX' ar a dot#hie layer apptkxxiort of Universal Hip & Ridge.
(thine bundle of TiMBEWW Hip & Ridge covers 20 lineal M-6.1 meters.) For dotdtie appitcatlon.
start with triple thickness d precut Hip &Ridge shingles and oontirare oerrtaitlder wit oQuole
F >
thickness. in same manner as single appfrc8tivr! stawrf. Apply laps away from prMiliing
�Fa.»sten
wind directim.
Third )%H"
ftAhCOMN" "
�,
'� x
8'R03nen+}axpo=ure
tt�er rr� rry�er
.
eerWaredaNpraape a
ftmidCwso
Flat Coss=
♦ee♦ r; o'�♦ FUR8* 0
♦� r
V2
. 1•
e owire) _
t
♦ ♦.
from haROn(1*am
Mid
I*Ww n+) tram =0g6
Wall Flashing (Sloped Roof to Vertical Wall)
Chimney Flashing
Naeroxrodrne met•i a
ti'(127mfi}Min.
�
- ---
(P led to thede*, rotto Vance Wde w911)
�_,,..^'i wdlfi DOltaoBrg ce �iairt
.--shtnpb
.--Roartledk
® Valley ConstruCut
#fq Valley Constmetion—Open
IF a
vw,eeraMa+• Fasekeaww
army�y�r"�� adaaatje
p omit
Caner*Mwiearae
arabrnt4lren!• c
l♦iteanSmr(e'tt>4avmj -
a'dlrpelbVeeeY• Y+'a y"Yo£Sa•:. _.
wde7
traaar EVE E 1ft—
Cmfy
euar"�"t'x"�' •« . V'`" foOetlpfi.Itt
mW M�Ij��'� Rr�rYWis
iieldaWglO iailim)
PW
MYlr�e t+7u.sarlyasmes
vNry>r (aednufj niinaai
71oOdveWY='(i J_?
dieeat�� .
Precautionary !Notes
Tirnberfine° Series sin are fbxgl m selfse+aknngg aspilaft shingles. Because of the distal
dhar of the ' vratwprwraV moat** used, Chase sM ngies vd4 be stiff in cold
Re•Roofln
If old am to remain in place, list! dowry or c utawayail loose, curled or lifted shin-
wdh navy, stet' before the new rooting swaeptitesurface dean dais loose
weather and floc ie in�
1.8tntttNes be on edge than sthoutd attempt ba made bo separate shtkrgles bya
= ern aM Fasteners tttust� ttte rats be stye thine
stitNcient to penerate the dent 8t Least
should not
'breaking" over or bundles.
Code
19rtrn) or just plywood, Potlow otiv abw* for
2. Hardie care Hy. Shhgtes cart easily be broken In cold weather a tt& edges damaged in hot
Nofa: Shim can bed as led over wood shktgies whw precautionshave n tekw to provide
table smooth surface, This include, butting barn old shingles at eaves and rakes and '
3 expoweadwsed materials must be or class A type.
110-F Stare
an
instauing new wood edging strips as needed. Make surface smooth arnd use beveled wood strips
ft rutcessary• tnstait 4 to maintain Class A rating.
4. Storage should be in a cowered, ventilated area -maximum temperature (43'C.)
on fiat surface and use wekjht e(�liratim boards if are to be double stacked.
Shingles must be from weather whets stored at job sne. Do not store near steam
ar kin sun! All rolled odttct must be stored an ends.
This p A a is sWd wkh an exptm LIMITt WAWAM o* a of the t.ftrlM WARRNM stating Its
terms and mots on� is prU,ted on ties prodlxt a maybe six d from Ule dstribuoor of gtiis prottua « '
d�rrwe
pipes• radiators. ,
5. it sttlrgies are to be appi►ed during PROCANGED COLD periods or In areas where alrborne
dust saran an be expected before sealing ocu.% the shingles MUST be hand sealed.
dreary from GAP r MWWS Coypu *k Any t from printed inSUuaions sriaa be tyre r espotr bpRY or
ep r
or
See Wind Resistant instructions.
02002 GAF MaWals Corporation ENf USH 121201
TYPICALF S-HINGD TA111
CIVILENGINEER
4333 Empress Ave.
Encino, Ca 91436
TEL.818-788-2346 FAX.818-788-3921
,No. 1 Revisions/Submissions :Date
OWNER: • ; •
1830
♦ A ♦ ♦ ♦ 92706
Project Title
RESIDENTIAL
.Drawing Title
FRAMING
Date : JUNE 1, 2003
Scale : AS SHOWN
Drawn by :
Project No.
Drawing No.:
Scale: 1/4"=1'-0"
POST PER
FRAMING F
GALVANIZE
STEEL PLA
MIAL"M61
SIMPSON CB44
OR EQUAL
�0
-SEE PLANS 1.
Scale: 1/8"=1'-0"
S HAHRAM
V T
CIVIL ENGI ER
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Revisions/Submissions
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6/26/03
2
6/30/03
OWNER: CHARLS&RONEA HARTS,
1830 NORTH ENGLISH ST.
SANTA ANA, CA. 92706
Project Title
R.ESIDENTIAL
Drawing Title
FOUNDATION
& DEMOLITION
Date : JUNE 15 2003
Scale: AS SHONAW
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No. I Revisions/Submissions Date
1 6/26/03
ECC
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POST CAP
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1 6/26/03
PLYWOOD
2 6/30/03
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Project No.
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CERTIFICATE I - I I 1. I OF COMPLIANCE: RESIDENTIAL (Page 1 of 3) CF-IR
SHAHRAM
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Design Criteria
Project Title Date CERTIFICATE OF COMPLIANCE.- RESIDENTIAL (Page 2 of 3) C&M DtiAr
Code 1 8001- -CALIFORNIA BUILDING CODE
REVIEW AND APPROVE ALL CHANGE5 TO THE AFFROVFED FLAN5AND 6FEC5.
Project Address ADP,710 To)9,W- 2 Building Permit # 9_ 0-3
Plan Check / Date &7
TIMBER: Douglas Fir Larch <per grading rules 16)
2'x4' and 4'x 4 . .......................Standard Grade (Vertical, Members)
N,41LING 524EPULE
Documentation Author Telephone Project Title Date
P14 6_11, - Field Check / Date
Computer) Climate Zone Only HVAC SYSTEMS
CIVILENGINE-tR
No, 2 Grade (Horizontal, Members)
TABLE 23-11-B-1--NAILING-i SCHEDULE
Compliance Method (Package or Enforcement Agency Use
Note: Input hydronic or combined hydronic, data under Water Heating Systems, except Design Heating Load.
2'x6' and Larger .....................No. I Grade (Horizontal and Vertical
(Repetitive Uses) .Members),
4'x6' and Larger .....................No. I Grade (Vertical and Horizontal.
(Beams and Stringers) Members)
PLYWOOD PS-1-95. Per APA Standard. Panel Index 32/16
CONCRETE, (Strength @ 28 days) Per ACI 318 Specifications,
Foundation f'c = 2,500 Psi
Precast f'c = 3,000 Psi 00
Cotumns f'c = 3,000 Psi 00 SPECIAL
Structural Stabs, f'c = 3,000 Psi 00 INSPECTION
MASONRYt Hollow Concrete. Units (CMU, Concrete Block)
ASTM C-90, ASTM and UBC Standards
Type N units, Type S Mortar, 2,000 Psi, grout
f'm = 1,350 Psi (partlaRy grouted) Fm = 225 Psi
f "m = 1,500 Psi (soLlci grouted) Fm = 250 Psi
Non -Continuous Inspection Required
REINFORCING STEELt ASTM A-615, Per CRSI Standards,
#6 and Smatter Grade 40
#7 and Larger Grade 60
SOIL, Allowable Soll, Bearing Value (Florg) = 2,000 Psf
Per Soits Report By, HU & ASSOCIATES INC.
# HA-4614-2
'ALL Framing Connectors to be 'SIMPSON STRONG -TIE' or equal'.
GLUE LAMINATED 24F -V4 DF/DF
PER AITC STANDD
Flo= 2400 psi F v = 165 psi E= 1,800,000
"Provide an alarm for doors to the dwelling that form a part of the pool
enclosure. the alarm shall sound continously for a min. of 30 seconds
when the door is opened it shall automatically reset and be equipped with
a manuel means to deactive (for 15 secs. max.) for single opening. The
deactivate switch shall be at least 54" above the floor." GRA 14-67
" The construction shall not restrict a five-foot clear and unobstructed
access to any water or power distribution facilities (power poles,
pull-bowes, transformers, vaults, pumps, valves, meters,appurtenance, etc)
or to location of hook-up. The constructoin shall be within ten feet of
any power lines- wherher or not the lines are located on the property.
Failure to comply may cause construction delays and/or additional
expenc-_"
GENERAL NOTES:
DESIGN REQUIREMENTS:
1. Wa(l, covering shall be cement plaster, tite or approved equal,
to 70 inches
above drain at shower or tub with shower, Material, other
than structural
elements shah be moisture resistant. Glass enclosure door
and panels must
be Labeled category II. Swing door outward, Net area of
shower receptor
Shall be not less than 1,024 sq. In, of floor area, and
encompass 30 inch
diameter circle. (80713, 2406, ABC STD. T 24-2-2-A and P.C,
909)
2, In every bedroom and basement, provide one operable escape
window
meeting all of the following, an openalote are of not less
then 5,7 sq,ft.,
a minimum clear 24 inch height and 20 inch width, and a sill
height not over
44 inches above the floor-, (310.4)
PLUMBING
3, The building shall. have closet C tolLet which use no more
than
CONNECTION
NAILING
i, JOIST TO SILL OR GIRDER, TOENAIL
3_&d
2. BRIDGING TO JST., TOENAIL EA. END
2-9d
B. I"X6" (25 MM X 152 MM ) 61,15FLOOR OR LESS TO EA. JST, FACE NAIL
2_601
4. WIDER THAN I"X61105 MM X 152 MM) SU5FLOOR TO EA. JST., FACE NAIL 3-9k;I
r;,. 21, (51MM) SU5FLOOR TO JST. OR GIRDER BLIND 4 FACE NAIL
2-16d
ro. SOLE PLATE TO JST. OR 5LKG, TYPICAL FACE NAIL
Wd 6 lro " (406 MM) O.C.
6. SOLE PLATE TO J5T. OR 5LKG, AT BRACED WALL PANELS
3-166 PER lro'(406 MM)
1. TOP PLATE To STUD, END NAIL
2-16d
6. STUD TO SOLE PLATE 4-8d TOENAIL OR 2-trod END NAIL
S. DOUBLE STUDS, FACE NAIL
I&a 6 24" (610 MM) O.C.
10. DOUBLE TOP PLATES, TYPICAL FACE NAIL
16d *1&' (406 MM) O.C.
DOUBLE TOP PLATE, LAP SPLICE
9-16d
fl. 5I_OCKIW_% BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOENAIL
3-ad
12, RIM J016T To TOP PLATE, TOENAIL
8d AT ro" 052MM) O.G.
13. CEILING PLATES, LAPS AND INTERSECTIONS, PACE NAIL
2-16d
14. CONTINUOUS HEADER TWO PIECES I&d AT Iro" (40ro MM ) O.C. ALONG EACH EDGE
15. CEILING JOISTS, TO PLATE TOENAIL
3-Sol
16. CONTINUOUS HEADER TO STUD, TOENAIL
4-8d
11. CEILING JOISTS, LAPS OVER PARTITIONS, PACE NAIL
3-1601
Ia. CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL
3-irod
M. RAFTER TO PLATE, TOENAIL
3-8d
20. P (25MM) BRACE TO EACH STUD AND PLATE, FACE NAIL
2-ek:i
21. 1" X 6" (25 MM X 203 MM) SHEATHING OR LESS TO EACH BEARING FACE NAIL 2-8d
22. WIDER THAN P X 8" (25 MM X 203 MM) SHEATHING TO EACH BEARING, FACE NAIL 5-ad
23. BU]LT-UP CORNER STUDS
Irod AT 24" (610 MM) O.C.
24. BUILT-UP GIRDER AND BEAMS 20d AT 32" (8I3 MM) O.C. AT TOP AND BOTTOM AND
STAGGERED 2-20d AT ENDS AND AT EACH SPLICE
2.r?. 2" (61 MM) PLANKS
2-16d AT EACH BEARINGS
26. WOOD STRUCTURAL PANELS AND PARTICLE BOARD
SUBFLOOR AND WALL SHEATHING (TO FRAMING).
in" (12.1 M") AND LESS
rod3
M'732" 3/4" 05 MM-IcZ MM)
&d4or roda
1/all-l" (22 MM-25MM)
8d3
I I/all-I 1/411(213 t1M-32 l`*1M)
10cilor 861"
COMBINATION SUWLOOR-UNDERLAYMENT(TO FRAMIN63):
3/4" (113 MM) AND LESS
ro d S
1/8" -l" (22 MM-25 MM)
S015
I I/W- 1 1/411 (213 MM-32 1-")
lOd4or ek::15
2-1. PANEL SIDING (TO FRAMING)2
1/2" (12.71 MM) OR LESS
5/61, (Iro MM)
Sdb
28. FIBERBOARD SHEATHING-:1
ga. a
6C14 S
NO.Iro ga.
NO,11!aA.8
25/32" (20 MM)
Sd4 9
NO.I& Qa.
29. INTERIOR PANELING
114" (6.4 MM)
4do
I
3/8ll (9B MM)
6d11
Distribution
Heating Equipment Minimum
Type and
Duct or
Heat Pump
GENERAL INFORMATION
Type (furnace, heat Efficiency
Location
Piping Thermostat
Configuration
Total Conditioned Floor Areal 8 53 ft2 Average Ceiling Height: ft
pump, etc.) (AFUE or HSPF)
(ducts, attic, etc.)
R-Value Type
(split or package)
Conditioned Slab Floor Area .411A fe
FAWACe 76/
XT51 krrw
Building Type: X Single Family Addition
(check one or more) Multi -Family Existing -Plus -Addition
Cooling Equipment Minimum
Duct
Heat Pump,
Type (air conditioner, Efficiency
Location
Duct Thermostat
Configuration
Front Orientation: 4:6 North / South / ast Y West / All Orientations
heat pump, evap. cooling) (SEER)
(attic, etc.)
R-Value Type
(split or package)
I . (input front orientO, degrees from True North and circle one)
AC, 9,7
CA f, I CIL 7 -71W
Number of Stories
Number of Dwelling Units:
Floor Construction Type: Sla ised Floo (circle one or both)
SEALED DUCTS and TXVs (or Alternative Measures)
RADIANT BARRIER (required in climate zones 2, 4, Required for this submittal- yes -no
Seated Ducts (all climate zones)
BUILDING ENVELOPE INSULATION
1%
(installer testing and certification and HERS rater field verification required)
Component
Type
Frame Type
wd = wood
stl = steel
Cavity
Insulation
R-Value
Sheathing
Insulation
RValue
Total R-
Value'
Assembly
U-Factor
Location/Comments
(attic, garage, typical, etc.)
Wall
13
Z:
Wall
Roof
_T Y fi C/1 Z_
Roof
Floor
Floor
Slab Edge
0 TXVs, readily accessible (climate zones 2 and 8-15 only)
(Installer testing and certification and HERS Rater or field verification required)
�s
0 Refrigerant Charge/Air Flow (climate zones 2 and 8-15 only)
(Installer testing and certification and HERS Rater or field verification required)
OR
11 Alternative to Sealed Ducts and TXVs (see Package C or D Alternative Package Features for Project Climate Zone) -e
r prescriptive compliance Total R-Value and Assembly U-F required for a wood -framed wall that meets cavity R-value CIA
e. -Factor SEER Heating 9�4,
insulation requirements for the Prescriptive Package. Climate Zone Window SHGC Window U
FENESTRATION
Shadin 3, Devices <
Fenestration
#/T e/Pos.
Front
Orien-
--- tation
Area
(fe)
44
Fenestration
U-Factor
7- _75-
Fenestration
SHGC
Exterior
Shading Att.,
Overhangs/
Fins
Front
Left
+0
D.
Left
Rear
N
3 2
0 115
Rear
Right
Right
-------
Skylight
Skylight
C,
WATER HEATING SYSTEMS
Energy' External
Rated' Tank Factor or Tank
Water Heater Distribution Number Input (kW Capacity Recovery Standby' Insulation
Type Type in System or Btu/br) (gaiioM Efficiency Loss (%) R-Value
CA6 13
1. For small gas storage water heaters (rated inputs of less than or equal to 75,000 Btu/hr), electric resistance, and heat pump water beaters, list Energy 4333 Empress Ave.
Factor, For large gas storage water heaters (rated input of greater than 75,000 Bm/hr), list Rated Input, Recovery Efficiency and Standby Loss. Encino, Ca 91436
For instantaneous gas water heaters, list rated input and recovery efficiencies.
SPECIAL FEATURES (add extra sheets if necessary). Package C and D: TXVs, Sealed Ducts, Radiant TEL. 818-788-2346 FAX. 818-788-3921
7 /1 60 5,F
Barriers (see installation requirements for radiant barriers in Section 8.13 of the 200IResidential Manual).
Package C: thermal
AZ4901,46460r 2011 -3 7!9 Sr:7 0
mass (thermal mass type, covering, thickness, and description).
Compliance Forms August 2001 A-2
CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 3 of 3) CF-IR
Compliance Forms August 2001 A-3
Project Title Date
UJ
COMPLIANCE STATEMENT
This certificate of compliance lists the building features and performance specifications needed to comply with
Z
LU
Title 24, Parts I and 6 of the California Code of Regulations, and the administrative regulations to implement
This has been signed by the individual with design responsibility. When this
them. certificate overall certificate
of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that
MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page I of 2) MF-IR
WUJ
is varied is indicated in the Special Features/Remarks section, The undersigned recognize that compliance using
U
duct sealing and TXVs requires installer testing and certification and field verification by an approved HERS
Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used.
rater.
Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of1111-
Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as
for in documents
V J
010%
minimum component performance specifications the mandatory measures whether they are shown elsewhere the
V
Designer or Owner (per Business and Professions Code) Documentation Author
or on this checklist only,
Instructions-, Check or initial applicable boxes when completed or enter N/A if not applicable.
UJ
i,t gaktons per tLusn, ir,t-, jij)
C-.JM =VA BAIL-7 I -IAA I t= U;V=1.-_1 =^t..-=T_ I W"=T1W%_= ;../I - 7I =L',
Name: VAhdL?l Name: Z-12e �
4, Provide 2x6 studs @ 16' o,c, at plumbing watts.
2NAILS SPACED AT ro INCHE8052 MM) ON CENTER AT EDGES, 12 INCHES (305 MM) AT
C
5. Water heater must be strapped to wo.I.L. Sec 507.3,upc
INTERMEDIATE SUPPORTS EXCEPT ro INCHES (IE�2 MM ) AT ALL SUPPORTS WHERE SPANS ARE
Title/Firm: IV -I/ 72 qJ*,W 1 Title/Firm:
48 INCHES (1219 MM) OR MORE. FOR NAILING OF WOOD STRUCTURAL PANEL AND PARTICLE50ARD
Address: , Fw-24Le�K 4 Ye Address:
DOORS
DIAPHRAGM -SAND SHEAR WALLS, REFER TO SECTIONS 231533 AND 2315A. NAILS FOR WALL
F 2z CA 91 f3,6
6, THE EXTERIOR DOORS MUST OPEN OVER A LANDING NOT MORE THAN
SHEATHING MAY BE COMMON, eOX OR CASING.
1' BELOW THE THRESHOLD, EXCEPTIONt PROVIDING DOOR DOES SWING
3-COMMON OR DEFORMED SHANK.
Telephone: Z446 Telephone:
OVER, LANDING SHALL BE NOT MORE THAN 8' BELOW THE THRESHOLD,
4.COMMON.
Lic.#: C-04-7934-
91-1003.3.1.6
rp.DEFORMED SHANK.
NOTES
a), In every bedroom and basement, provide one operable escape
&CORROSION -RESISTANT SIDING OR CASING NAILS CONFORMING TO THE REQUIREMENTS OF
(signature) (date) (signature) (date)
window
SECTION 23043,
meeting all of the following, an openable are of not Less
1FASTENER5 SPACED 3 INCHES (fro MM) ON CENTER AT EXTERIOR EDGES AND ro INCHES (152 MM)
then 5.7 sq.f t.,
ON CENTER AT INTERMEDIATE SUPPORTS.
Enforcement Agency
a minimum clear 24 inch height and 20 Inch width, and a sill
eCORROVON-RE615TANT ROOFING NAILS WITH 1116 INCH -DIAMETER (11 MM) HEAD AND 1 1/2 INCH
-
height not over
44 inches above the floor, (310A)
(30 MM) LENGTH FOP, 1/2 INCH SHEATHING AND 1 3/4 INCH (12.1 MM) SHEATHING AND 1 3/4-INCH
li4�7e:
1
Title:
Each opening which satisfies those requirement, 1310.41 if finish
(44 MM) LENGTH FOR 2EV32 -INCHE (20 MM) SHEATHING COFORMING TO THE REQUIREMENTS OF
silt height is betow grade., provide minimum 36X36 window well with a
SECTION 23043.
Agency:
fixed Ladder, [310,41 window well must extend below window sill for
drainage, <1402,5),
03CORROSION-RESISTANT STAPLES WITH NOMINAL 111ro - INCH (11 MM) CROWN AND 1 1/8 - INCH
Telephone:
lo). ALL habitable rooms must be provide with natural. Light (1/10 of
(21ZMM) LENGTH FOR 1/2 INCH SHEATHING AND 1 1/2 INCH (12.1 MM) SHEATHING AND 1 1/2- INCH
floor area) and ventilation (1/20 operable according to section
1203,
(30 MM) LENGTH FOR 25/32 INCH (20 MM) SHEATHING CONFORMING TO THE REQUIREMENTS
(signature/ stamp) (date)
c). In lieu of natural, ventilation In bathrooms containing a bath
OF SECTION 2304.3.
or shower and similar rooms may be equipped with a mechanical,
system capable of providing five air changes per hour and
10.PANIEL SUPPORTS AT Iro INCHES (406 MM) 20 INCHES (508 MM) IF 5TRIENGTH AXIS IN THE LONG
exhausting directly to the outside. Outtet minimum 3' from any
DIRECTION OF THE PANEL, UNLESS OTHERW15E MARKED. CASING OR FINISH NAIL5 SPACED
openings. E1203,31
ro INCHES (152 MM) ON PANEL EPGIE6,12 INCHES (305MM) AT INTEWEDIATE SUPPORTS.
II.PANEL SUPPORTS AT 24 INCHES (610 MM). CASING OR FINISH NAILS SPACED ro INCHES (152 MM)
GENERAL NOTES:
1.-Provide smoke detectors in all bedrooms and entrances to bedrooms. See plan for location.
ON PANEL EDGES, 12 INCHES (305 MM) AT INTERMEDIATE SUPPORTS,
2.- An approved Seismic Gas Shutoff Valve will be installed on the fuel as line on the down stream side
gust2001 A-4
of the utilimeter and be rigidly connected to the exterior of the building or structure containing the
fuel gas piping. ( Per Ordinance 170,158 ) Not required for existing dwellings, or apts.
MANDATORY MEASURES CHECKLIST.- RESIDENTIAL (Page 2 of 2) M&IR
SHEAR WALL NOTES:
Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used.
3.- Stucco and/or stucco with veneer over a plyWood shear wall will be waterproofed with a minimum of
Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of
2 ) 15 # felt underlayments.
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.
I U �14 11
,+.- Only common nails will be used for all piyvvuuu SlIE:E11 VVE111 E2110 Min guns U51"y Cupped U or INSTALTION INTO CONCRETE S P E C I A INSI-JL1,,liLIN KLIJUIKL IJ Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable.
" sinker " nails are not acceptable. Trpn # 4945
5.- All bolt holes to be drilled 1/32" min. to 1 /161 max. oversized.
6.- Douglas -Fir (Group 11 Lumber) pressure treated sill plates will be used; Engineer to be notified for
redesign if other species sills are delivered to the site ( or are part of existing building ).
7.- The following applies to all shear walls with a listed design load greater than 300 PLF:
rl-,) o
I Q�
a) Provide 3x Sill plates for sills that rest on concrete or masonry.
5
b) Provide 3 x studs between adjacent panels. if it is necessary to use 2-2X members between
X P!
panels, specify 16d nails with staggered nailing, and spacing no greater than the the required
It> V, > t> V
plywood edge nailing.
A�
0) Provide 1/2" Edge Distance for the plywood boundary nailing.
D
e) Plate washers are to be used with anchor bolts.
t>. t,
1/2" bolt - 2x2x3/16 5/8" bolt - 2.5x2.5x1 /4
t>
A'
3/4" bolt - 2.75x2.75x5/16 7/8" bolt - 3x3x3/8
t>
DRILL -DRILL HOLE TO THE CLEAN -REMOVE DUST FROM HOLE
HOLD DOWN CONNECTORS
SPECIFIED DIAMETER AND WITH OIL -FREE COMPRESSED AIR
8.- Plate washers are to be used on the back side of the HD post. See 6e. above for required sizes.
DEPTH CLEAN WITH NYLON BRUSH AND
BLOW OUT REMAINING DUST, DUST LEFT
9.- HD anchor nut to be re -tightened just prior to covering the framing.
IN HOLE WILL REDUCE THE EPDXYS
HOLDING CAPACITY,
10.- Provide Deputy Inspector for hold sown anchor bolts in tension. Unless the lower designs values
allowed by Table 26-E for bolts in tension are shown on the plans as the design allowable HD loads
MATERIAL SPECIFICATIONS
A.
t>
V, A'
11.- Plywood: Product Standard PS 1-83, Douglas fir -larch, Structural I (or CDX)
t> P
t>
Particleboard: ANSI A208.1-1989. Note: Particleboard must be protected from moisture.
12.- Wood Framing members: Douglas fir -larch Grades #1, AND SELECT STRUCT Notify
t>
Engineer if other species of lumber are delivered to the site or are part of the existing construction.
rV
13.- Steel: Structural steel ASTM A36, Structural pipe ASTM A 53 Gd B, Tubing ASTM A 501.
FILL -DISPENCE BEAD OF ET OFF TO THE SIDE TIO
Reinforcing bars ASTM A615. LA City Bldg Dept licensed shop required for shop welds.
CECH FOR PROPER MIXTURE (A UNIFORM GRAY COLOR)
14.- Concrete: Standard 2500 psi concrete. 3000 psi for Grade Beams and caissons.
BEFORE USING, FILL HOLE HALFWAY) STARTIG FROM
DESCRIPTION
DESIGNER
ENFORCEMENT
Building Envelope Measures:
• §150(a): Minimum R-19 ceiling insulation.
§150(b): Loose fill insulation manufacturer's labeled R-Value.
• §150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U-Factor in metal frame walls
(does not apply to exterior mass walls).
• §150(d): Minimum R-13 raised floor insulation in framed floors.
§ I 50(l): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no
greater than 2.0 pernifinch,
§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 (SHGC), and infiltration certification.
3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and scaled.
§ I 50(g): Vapor barriers mandatory in Climate Zones 14 and 16 only.
§ 150(0: Special infiltration barrier installed to comply with § 151 meets Commission quality standards.
§150(c): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs.
I. 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 pilot lights allowed.
Space Conditioning, Water Heating and Plumbing System Measures:
§110-§113: HVAC equipment, water heaters, showerhcads and faucets certified by the Commission.
§150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA.
§ I 50(i): Setback thermostat on all applicable heating and/or cooling systems.
§ 1500): 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-12 or greater.
2. First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R4 or greater)
3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R- 12
external insulation or R-16 combined intemal/exterral insulation.
4. All buried or exposed piping insulated in recirculating sections of hot water systems.
S. Cooling system piping below 55* F insulated.
6. Piping insulated between heating source and indirect hot water tank.
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Compliance Forms August 2001 A-5
No. Revisions/Submissions Date
6/26/03
OWNER: CHARLS&RONEA HARTS
1830 NORTH ENGLISH ST.
SANTA ANA, CA. 92706
Project Title
RESIDENTIAL
Drawing 'Title
NOTES
111111111,1111ad, 11,0010,11111111
Date JUNE 1, 2003
AdL
ScaleSHOD
Drawn by
Project No.
15.-All diaphragm and shear wall nailing shall utilize common or galavanized nails. BOTTOM OF HOLE TO AVOID AIR POCKETS, WITHDRAW
16.-Water heater must be strapped to wall Sec.507.3,upc
NOZZLE AS HOLE FILLS UP, Drawing No.:
EPDXY TIE Compliance Forms August 2001 NI
------------
- - ------- - - ----- - -----
DESCRIPTION
DESIGNER
ENFORCEMENT
Space Conditioning, Water Heating and Plumbing System Measures: (continued)
§150(m): Ducts and Fans
1. All ducts and plenums installed, sealed and insulated to meet the requirement of the 1998 CMC Sections 601,
603,604, and Standard 6-3; ducts insulated to a minimum installed level of R4.2 or enclosed entirely in
conditioned space. Openings shall be scaled with mastic, tape, aerosol scahrit, or other duct -closure system
that meets the applicable requirements of UL 181, UL 181 A, or UL 181 B. If mastic or tape is used to sea]
openings greater than 1/4 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 scams of duct systems and their
components shall not be scaled 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 scams of duct systems and their components shall not be scaled with cloth back rubber
adhesive duct tapes unless such tape is used in combination with mastic and drawbands,
4. Exhaust fan systems have back draft or automatic dampers.
5. Gravity ventilating systems serving conditioned space have either automatic 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 meta), 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.
§114: Pool and Spa Heating Systems and Equipment.
1. System is certified with 78% thermal efficiency, on -off switch, weatherproof operating instructions, no
electric resistance heating and no pilot light.
2. System is installed with:
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,
§ 115: Gas fired central furnaces, pool heaters, spa heaters or household cooking appliances have no
continuously burning pilot light. (Exception: Non -electrical cooking appliances with pilot < 150 BhAr)
§ 118 (f): Cool Roof material meet specified criteria
Lighting Measures:
§ I 50(k) L: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt
or'greatcr 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.
§ 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 alternatives to this
requirement allowed in § I 50(k)2.; and incandescent recessed ceiling fixtures are IC (insulation cover)
approved.