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4. A-35 .0 IQ
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2x Fiscli w/2-1 6d 98 Raft0r.
U.N.O.
7
41'
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A
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ROOF WGE NAII-ING, d! eel
3- 2X8 BOARD, NOTCH AS AEQD,
16,rS PER R/k
FOLLOWNG UNE OF CAUFORNIA IN ilp I 110
FRAMING
4- PLYWO00 ROOF SHT'G
CALIFORNIA FRAMING 0
6- ROOF RAFTER OV #
7- EX wvf
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CALIF. FRAMING SHEAR TRANSFER DETAILS . . . . . . . . . . . .
CONCRETE
1
ALL CONCNETE SHALL CONFORM TO THE LATEST EDITION OF THE
UNIFORM BUILDING CODE.
2.
CONCRETE 3SHALL BE DESIGNED AND TESTED AS. OUTLINED IN SPECS.
GENERAL NOTES
NAILING SCHEDULE
NOT APPLICABLE FOR TILE ROOF
CONNECTION NAILING
3-9d
3.
ALL CEMENT SHALL CONFORM TO ASTM C- 1 50^
1. ALL CONSTRUCTION AND DUALITY OF MATERIALS SHALL CONFORM TO THE
I . JOIST TO SILL OR GIRDER, TOE MAIL
2. BRIDGING TO JOIST, TOENAIL EACH ENO 2-8d
S. tx6 SUSFLOOR TO JOIST. FACE NAIL 2-8d
USC.
FROM FOOTING EXCAVATION TO BE REMOVED AND SHOULD
4. WIDER THAN Ixfi SUBFLOOR To JOIST, FACE NAIL 3-8d
5. 2 INCHES SUBFLOOR OR JOIST OR BLOCKING, FACE NAIL 2-16d
4.
FINE AND �OUR SE AGGREGATE SHALL CONFORM TO ASTM C-33
2'.' ALL MATERIAL
NOT BE USED UNDER THE SLAB ON GRADE,
6, SOLE PLATE TO JOIST OR OLKO.. FACE MAIL 16d 016*4.c.
SOLE PLATE TO JOIST OR BLXG. 0 BRACED WALL PAN" 3-t$4616^0-c-
FOR STANDARD WEIGHT CONCRETE AND ASTM C-330 FOR LIGHT
31 ANCHOR BOLTS, DOWELS, INSERTS, ETC., SHALL BE SECURELY TIED IN
7. TOP PLATE TO STUD, END MAIL 2-16d
S. STUD TO SOLE PLATE. END NAIL 4-8&OEMAILS OR 2-16d, END NAIL
I
WEIGHT CONCRETE.
PLACE PRIOR TO POURING CONCRETE.
9. DOUBLE STUDS, FACE MAIL 16d 024'a.c,
16d 016-o.c.
4. FULLY DIMENSIONED PLOT PLAN SHOWING EXISTING BUILDING MUST BE
10.DOUSLE TOP PLATES FACE NAIL
DOUBLE TOP PLATE 6 LAP SPLICE 8-16d
"'SAN
PROVIDED.
II.BLACKINGS BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOE NAIL 3-8d
5�
ALL AGGRMNATE SHALL BE COMPARABLE TO GABRIEL VALLEY"
S, SIDE OF RAFTER. BEAM, POST AND FOOTING SHALL or DETERMINED BY
THE DEPARTMENT BY THE INFORMATION ON PLOT PLAN-
12.RIM JOIST TO TOP PLATE. TOE NAIL ad 06'o.c.
13. TOP PLATES, LAPS AND INTERSECTIONS- FACE MAIL 2-1 6d
I 6d 0 16'ox, ALONG EACH EDGE
AGGREGAT& THE SHRINKAGE SHALL BE AS PER ASTM C- 157
STRUCTURAL NOTES:
14. CONTINUOS HEADER. 2 PIECES 3-ad
IS. CEILING JOIST TO PLATE. TOE MAIL
I Is CONTINUOS HEADER TO STUD. TOE MAIL 4-ad
T�VERAQE DRYING SHRINKAGE AT 28-DAYS NOT.
WIH HE
T
17'.CEILING JOIST LAP OYER PARTITION. FACE MAIL 3-16d
3-164
EXCEEDING O.047-.
CONC
1. ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE 0 28 DAYS SHALL BE
18. CEILING JOIST TO PARALLEL RAFTERS, FACE MAIL
19. RAFTER TO PLATE, TOE MAIL 3-ad
2-8d
2500 psi. CONCERT SHALL BE A 5 SACK READY - MIX OR MACHINE MIXED
SAND AND NOT MORE THAN 4 PARTS 3/4'
20.1 INCHES x SPACE TO EACH STUD & PLATE, FACE NAIL
2I.1x8 SHEATHING OR LESS TO EACH BEARING, FACE NAIL 2-8d
6.
DRYPACK $HALL BE COMPOSED OF ONE PART PORTLAND CEMENT
WITH I PART CEMENT, I PART
GRAVEL WATER CONTENT SMALL NOT EXCEED 7.5 GALLONS PER SACK OF
txS SHEATHING TO EACH BEARING, FACE MAIL 3-8d
22. WIDER THAN 16d 02,4*o,c,
23,SUILT-UP CORNER STUDS
TO NOT MORE THAN THREE PARTS SAND.
CEMENT,
24.BUILT-UP GIRDER AND BEAM 20d *32' ax, 0 TOP & SOT, AND
STAGGERED 2-20d 0 EACH ENDS
2. ALL REINFORCING STEEL TO CONFORM TO ASTMA-615 GRADE 40.
AND 0 EACH SPLICE
LUMS
25.2 INCHES PLANKS 2-16d a each bearing
7�
ANCHOR BOLTS, HOLDOWN BOLTS, DOWELS, INSERTS, ETC.
1. ALL STRUCTURAL LUMBER TO BE DOUGLAS FIR - LARCH OR REDWOOD
26.WOOO STRUCTURAL PANELS & PARTICLE BOARD
(S INCHES EDGE & t 2 INCHES F)ELO)
SHALL SECIORELY TIED IN PLACE PRIOR TO POURING CONCRETE,
(ROUGH SAWN OR SOS}:
A. GRADE #2 OR SETTER FOR ALL Zx JOISTS/ RAFTERS/ LEDGERS,
6d
1/2 INCH AND LESS ad
a. GRADE il OR BETTER FOR 4x OR LARGER SEAMS AND POSTS.
19/32 - 3/4 INCH 10d
C. CONSTRUCTION GRADE OR SETTER FOR STUDS. PLATES, SiU-S &
7/8 - I INCH 10d
1-1/8 - 1-1/4 INCHES
8.
CONCRETE 'SHALL BE CURED BY KEEPING CONTINUOUSLY WET FOR
27. PANEL SIDING TO FRAMING {CORROSION -RESISTANT SICING MAILS)
6d
10, DAYS OR BY AN APPROVED CURING COMPOUND.
2, WOOD USED IN CONSTRUCTION OF PERMANENT STRUCTURE AND LOCATED
1/2 INCH AND LESS
ad
HEAR THAN 6' TO EARTH SHALL BE TREATED WOOD OR REDWOOD.
5/8 INCH
28.FIRER BOARD SHEATHING
HARDWARE
I. BOLT HOLES SHALL BE DRILLED OR PUNCHED. SIZE HOLES 1/16- (MAX)
Sd
1/� INCH AND LESS ad
25/32 INCH
9,�
ALL STRUCTURAL CONCRETE F c = 2600 PSI-
LARGER IN DIAMETER THAN THE NOW INAL SIZE OF BOLT USED.
29,INTERIOR PANELING Ad
ALL sLAB1.ON-GRADE F'c = 2,fOO PSI
2. A" HARDWARE CONNECTORS (MAILS., BOLTS. ETC- ) EXPOSED TO WEATHER
1/4 INCH Sal
3/8 INCH
I
ALL CONTINUOS FOOTINGS AND PADS rc = 2,!rOO PSI
SHALL BE OF GALVANIZED.
1, COMMON OR SOX MAILS MAY 8E USED EXCEPT WHERE OTHERWISE STATED
3 A METAL PLATE. METAL STRAP OR WASHER NOT LESS THAN STANDARD
HEAD AND BETWEEN
,CUT WASHER SHALL SE BETWEEN THE WOOD AND BOLTS H
Z. FOR ALL PANEL NAILING: MAIL 0 6 INCHES D.C., INTERMEDIATE SUPPORT
RE SPANS 0 EDGES 12 INCHES
0 ALL SUPPORTS WHERE
10.
R F'c GREATER THAN 2500 PSI SHALL HAVE
ALL CONCRETE WITH
T HE WOOD AMC THE NUT.
EXCEPT 6 INCHES
INCHES DR MORE.
O.C. 0 ARE 48 IN
SPECIAL INSPECTION PER SECTION 1702 OF THE UNIFORM BUILDING
CODE, UNLtSS NOTED OTHERWISE,
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3. Breakin top Plate.
4. Dbl. Stud,
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;77777 77
64.1 Ali security provisions as per the last edition of CB0 shall be included into
construction of this project, but are not WWod to the following requirements'.
02.. AN entry doors shall be providW with a door viewsr, W*W, port of viewing window.
such view window shall be fully tempered class.
Sg 3. Single swing -door, the active lost of a pair of doors and the bottom laid oll EXAMI
doors shall be equipped with a ooaokx* and,dea4loc ng )a
A0 , tch. The 4eadbolt and
latch may be activated by one " or 494viOual looks, The lock or looks
shall be key-operatod from the exterior side of the door and operated from
the Interior side by a device which do" " req*44 & key, or special
knowledge of effort to operate,
$64. SwIngirIg doors shall be of cor4truction of one of the lollowipgs:
i . Solid Core doors not less than 1-3/4 -inches in thickness.
Hollow core doors of door* Im, then 1-3is inches In thickness either of which
are covered on the inside face wM 1",aao sheet metal attachaO with screw at
asimaximun center around Ow PoOmMer
3. Wood panel type do" With og"al fovicated of lum bar not les than 9/16 inch
thickness, Provide shaped am of ft -pan" are not less than �Y* Inch, thick.
Individual panel shall not exceed 300 sq-in. in area. Stiles and rods shall be of
solid lumber with overall dimension of not less than J-3ja inches In thickness
and 3 inches in width. Mullions. shell be considered a part of adjacent panels
unless sized- herein for stilas mW (alls, except muillons over 14inchows long may
have as overall width of less than 2 Inches. Calved areas shall have a thickness of
not less than 3/8 Inch dimolw* a
.w i v 000
,I tolerance POW Win r, onized industry
standards may be utilized.
Door stop$ of in_sW1nUifV door shall be of one piece construction with
the jamb, or jolnedby rabW of the JAMI).
tUNW:AHPIntyPe'hi "whOWe coessiblo from the outside the. sow. red area
no
when the door Is closed shalt hove am removable hinge pins, In addition they shall
have a minimum YV diameter steel Wnb OA YO Minimum protection unless the
hinges are shaped to prevent (OMWO Of the door it ft'hing$ Pins are MmOvsd-
Q'*"!"'IF, E!LAM. The strike pWo for kdohao and the holding device 10r protecting
deadoolts in wood construction. shag be, secured -to the jam,0 and the wag framing with
sm. w not less than 2-14 inches In let4h.
: Cylinder gueWs shall be installed on all cylinder looks
enever the cylinder projeo, 0 , f400 OtV* door or i's otho(W144'accasolble
, _ yaW
to.gripping tools.
QgQ0QLT_: Deadbolt shall contain hardoned-insaft to repel "firig tools. A -straight
4esdbolt shall have a min. throw of, I inch and an embodaVoll. ot Q01 Im tha, 0 5/0
Inch into the holding devi 4%4
ce ivkQ the prO10040 004.
$610. QL64WG_:, Glazed openings within 40 Inclum' of the required loOng device of the
door, When the door Is in the closed position. shall be fully tempered 04% or
approved burglary resistant met", or shell be prQ0440 by Or
grillsbaving a maxim. um opening of 2 Inches.
�,WDOORS: Sliding doors and WWWs'slall be equipped a* follows:
pproved locking device.
2. With a device in the upper channel of the moving panel to prohibit raising'and
removing of the moving panel in the closed or poolally open position.
3. The locking,4evice installed to vAndows and d m prov
00 10ing emergency egress
shall be open or rql"40 fmm �*o InW.0 without 00 U6 col 9
0 Of 4 KOY., t
excessive force.
4912. All glazing within a 24 Inch arc of elther vertical edge of a door and within .00 inches
of the floor shall be temper4d; C80206,40).
13. AN now alazing shall comply with StandwO of the U.S. Consumer Product Safety
QomMission. Marlpfacturar 4W. ,(040, 000W.0 Of QQM 09,41106 to the owner.
AWN
rements.,
A a comp�rtment or space for a domestic clothes dryer is provided, a minimum 4r
dWastar molstgre exhausted duct of 4pproved mate" $hall be installed In accoNance
with UMC Section 604 and 90. Door 0 lawWry room shall have 10 sq. in min. opening
for dryer make-up air � UMO See 00,
Moisture exhausted duct$. shall twainato on the outside of tho� building and shall be
equipped with'back-draft damper. 4
**w shall not be InOAlled at the duc.t terrnination.
Ducts for exhausting clothes dxyo* shall not be c0nn04#d or laste4ed with sheet metal
s"ow or others. fasteners whiob will ob*40 the flow. QqW"
dryer moloturs exhaust
duOs ahall not oAend into or through 0
W,* planum.
M4. omestic too standing or built-in ranges shalthave a verfical c4earance above the, cooki ' rig
top of - not less than 30" to urlprot000d combustible matedal. When the uiWersift of
such combustible material is prot@0A0 by a metal van 'a
00 a 40000 3 40 be
,g ho , th 41
not less than 24". [CMC 500.41
:M5. The minimum. hotizontal distance from the center of the burners heads, of a top (or Surface)
cooking unit to adjacent vertical comowWW surfacil exte ",no immediately above the
Munter top shall be at laW too dW nt
mo by Ow pormano making on the u
Mo. An anvironm n I air ducts- Is any used for conveying air temperatures nor exceeding 260
Degroas to or from occupied 4r"s N any occupancy through other than healing or air-
conditioning systems such as ver"Oon for human usages, domestic kitchen range
exhaust, batbroorn exhaust du(#, and dorrtesitlotypo clothes dryers exhaust duots.
M7. Environmental air ducts shall be suWantially airtight. Exhaust ducts shall terminate
outside the building and shall be equk* -draft dampers.
0 with. back
MO. Ducts used for -domestic kitchen range ventilallon and domestic clothes dryem shall be of
metal and shall have smooth Wftrior surface. Approved fie4ble d4d connectors not ore
Win length may be used in.cohnsiatio v* domestic d austs, Flexible ducts and
1yer exh
connectors shall not be congealed wftin conWuctop. Wthroo
, . m and laundry room
exhaust ducts'may be of gypsum. wall b6aW §ublockto the limitallorW of UM.0 S$eoon
001 . Exhaust ducts no. a4eno Uft or #WW*. dq
_,u=
W. Wom-air heating systo ',Shag be W
Ms
40 roments of UMO
,48W ln,4c Narlee wo all re.qui
Chapter 3, 7, and 8,
M10. There shall be a positive separation 044ween combustion r d ou or, turn air f
aj an , tsjde I ro rom
blower- type neating systems.
.0 M a!
_11. Ot 'door retu r for a h"Ong 4yogra shall not be t"Vo from any of the following
locations-.
1. Closer than 101 from app#swes vent o4dW, a vent opening or a plumbing
drainage System 'or ft &OWgo ouOO of wW #xWt1# too, (4W*.*$ the outlet is
3'above the outskWakkW
2. From 8 MOM Of SpW* h4VN 40Y 8PPW0Q$ thWin eX00pt
permitted in QMC 040W 7.
&W EuLnage Reggkqalqo�&
02. Aft.turnace shall be installed in accordance with UMG section 31,9:
A
,413. Mottle or furred space in which a wwwair furnace is 1*0444 shall be goopssibie by an
opening and passageway as 14Me laipld'piece:of the furnpoe.o o Case IM
jo the pd in n.
then 30*x 30""continuous from the opening to the furnace and its control$.
JA14. T. he distance from the passageway. acam-to fumace
I not exceed 20' measured
"rig the center line of thepassagaway. The passageway 0
alfbe, Wobgructed and
shall have continuous solid So I Im. than W*0
0#4ncer opening to
V16. Unless the furnace 'can be service from the required access opening, a level working
platform not than 30" in depth shall be. provided in fro
. at of the entire. firebox side of
the -warm4r furnace, and if the to asoo tomparature-fimit. control" air fter, fuo.contr4l
valve, vent collar or air-nandi un# s is oW servioas I oft e,
..efr.mth f
ng o a 1robox s do h
furnace, a continuous floor not.im tNm W in Width shall, be. provided from the 00
in Wit of the Vrebox side of the twvtw* to �"- in *o* of this equipment.
M16. A permanent electric outlet and lightno fiXtura corit(OW by a switch located at the
required passageway opening shall be provided at or near the furnace.
�MV. All ducts in Who shall have insulatlon with, a min R-value 4.1orhigoarlovelasreq
i Of y1red
in TaWeAd of CIVIC.
#1 a. Provide dbI joist bellow support unit. Use seismic braces or anchor unit to platform.
CLOTH.-$ DRY�5 ' ��M06iAiV*T0V07J8UMJMDT01,r
K, 1 *170 2 ELSOWS. X& M$ aNGTH BY r Pon AWH Wow
1t4,5X0, � TWO (04.sa)-
SSO
Fo;t OpEN Top SROILER UNff$ &JOW DAMAILS &'MEMOWIC
1HOODil HouR SHAFt WHEN
EXHAMST SYSMMIUVt"
M-0
717
RAW=
ENI Upon Completion, of Insto onot wgil, cc
. Hati ifings, aw floor Insulation, the installer shall
Post in a WSPICIAOLIS 110CAti0n in the b411011110 4 441010t$ Signed OY tkO, installer statino')
that Insulation has loan Installed OMMMOM WIM the P140S and ft4equir#Mants of
Title 24, Fait 6, of the State of 04W
wnW Ignorgy 0004, The if
coM to
sh
the Ma 1mrs name and Msl�"s' IdenWA.Ww an the R-valuo.
MI. The WNW shell provide the building owner 4 _0
00 Of ft h04
_ too, cooling, water heater, and
UQM(to system and featur". oMpoa#0 40 Mgohanical device$. conseryapon gr soigr
devices Installed- in the WI&V and: ft"400
p on hoW to Use J pt
EN3. All heating syst � them afrolon. y.
_0Mgsh.aJI.h#vrAnau .0 * 0$tat .1, th
0 ch
Own
With 4 clock Me arlism 0
Wh ch
ouilolng occupant can mapoally. PrWW to, awoM0404y'sat bar* the th4rmooat set
Point -at laost two Periods within 241 haum,
Lighting installod to moot the llrtln�um Wiley requirements shall not contain MOW
1300 Incandescent tomp 090k*
WwOW140 on"- paroteow4ahoo from 40Y
Incindosce"t lighting.
ENS. All in.-Andescant JI9h# -
ng req
06_SW into 144wed', 40,
011106 Shall be 401roved for AM
clearance insul I�n ocyor by Yl� or go
I #r OWN00 10 by 0 twing 14010(41011 "11499*00
by the MO.
ENO, All fan SYSIAMS, MQardless of Volumotric capacity, that exhaust air from the building to the
QU10104, shall be provided with back 04* or automatip dampers prevent air 14MM44.
ENT Ali manufactured fenestration PrOdUCO shall OOMPAY With the following:
a. Shall. be listed InGalif
amla F,#I#M
y Q.94
b. -Shall -be ciortified, for overall U-V4044' ,PdTtQ, not* ' flog"
0. Shall have a temporary la
W, not to to rem
ovqo prior to Bt
� , jilolno inspection by the
City Building Divialoif . which #a*
the (*O#W U-valu
0. Shall havo-a patmane v. '1 *09 o(opnization and
y the
rating procaduro.
ENO. Doors, joints and -others opening;.% In the 0 tog eavolo. P.O. that are potential *QuM* of air
LAakage shall be caulkao"ga "-ad. WVWW, #00,00, or othermso sealed to limit
W*40on
ENO. Any appliance for which there is a Callforwo stanOortl, established in the appliance
effooney standards. may be in*WW 0010f 00 Maufaqwrar has cartified to too
oommilaslion as spedoed In those M
"tia
. _n
s, that ** 4ppllanw complies with the
applicable standard for that appllonw,� iWuood am room air conditioners, central air
conditioning heat pump $hall ha -fornia r
V# been COMW� to the
0MOnufaCtuterto comply with the4pplIancee.ffic
151S[Vi All masonry an gancy,stondard.
0 f4clory-built firopWAP 00
4yo A
'0010 Moto) or glass door covering
the antirs opening of fire -box.
W-1 �A4. cornbustion-air intak
p 0 W draw 4ir #0m the ouW.* building directly into the firoplaw-
Firelvx is required The Mmkown 1000 *41104 all lent 01, In om .4no AND be
$QW
ppo
, .0 wJJrh*-fe,40JIY a' , �
Cc_#*sibl*- *PVM* and'#W-f"no 04MW 9F oMb.*Q-"_4ir
MML`4;w� 1#110400 I!0,40W.06 0 OW-0 On oraOs-Ow". and pat on ondo4odorW411.
4MI2., AD J*;andosc*
ot lighting fixturo r
'000
ZOM-0104CATIM 1MI40an cover (10) by Uw*aNdter Laboratohes or other tqating/r4ting -
Laboratories. R400000 by the . International C44toraprwe of Swing ow"Ims (1080).
ENIA. All nowgia4rIg shall comply w4h ftWiaro.of *# U
'a Consumer
Comollmon.. M -4
aoullacturors to supply 0#ftQ4.t# 9f 0
9M,*
EN14. ftnrl!ftffn� , , poo "o
_Ago mi.
1 **600 wall 0411 have R-13 tat inoulotion
All calling or conditioned attio 4rea . la
*hall hav0; R-30 bat. Insulation.
c.' All rallopo fibor over uA00409000 Wc* shall have RA 0 bat insulation.
d. Water heaters shall h4veRvU External Tank In4alation, See Plumbing' PO.
e� All windows gIaZJ4g Sh
all, bp
f. Alla*rioropq
_nIng, to 00 Wo yfit .00 'OL
prov me
ap too
2741-4.6
CONNECTION'
NA(LING*
joist to sill or girder, toenail
3-8d
I "x6" or narrower subficlor to each joist, face nail.
2-8d
1"x8" or wider subfloor to each joist, face nail
3-8d
T' subfloor to joist or girder, blind and face nail
2-16d
Sok plate to joist or bloc -king, typical face nail
16d@16"oe
Sole plate to joist or blocking, at braced wall panels
3-16d per 16"
Top plate to stud, end nail
2-16d
Stud to sole plate, toenail
4-8d
Stud to sole plate, end nal
2-16d
Double studs, face nail
16d 0), 24" oc
Doubl;ed,�op klates, )ical face nail
I - - @. 1��, 00
Dc led top plates, I ip splice
8-16
Blo�king between joists or rafters to Lop plate, toenail
34d
Rim joist to �op plate, toenail
8d 6" oc
Lop plates, Laps and intersections, face nail
2-16d
continuous Leader, two pieces
16d @ W'oc'each eLge.,__
Continuous header to stud, toenail
4-8d
Ceiling joists to plate, toenail
.3-8d
Ceilingjoi er P!!�i �ons, face nail
.3-16d,
Ceiling jois to par-11 -1 rafters, face nail
3-16d
Rafter to plate, toenail
Built-up comer studs
Built-up girder and beams, top and bottom
Built-up girder an beams, ends and,each splice
20d @ 32" oc
2-20d staggered
Wood structural panels 6" oc. edges &
Subfloor and wall sheathing t6 framing 1211 field (typ.)
1/2" or less 6d common
19/32", 1" 8d common
1 1/8" 1 1/4" 10d common
Roof sheathing 8d common
* Common or box nails unless noted otherwise
,41
18 22 25 28 I- D)EIL TOP PLAT
S 3- SIMPSOON SSEE PT02 5 � x Rig ERBVOARD OR BEUFEY PSI AM f ER PLAN
4 s 4-• POST..SEE PLAN 3- SLOPE! AND SKEWED? HANGER
5— TY'P: STUD 2 3 4— SEV L TOP 'OF RIDGE TO ROOF
6- 16d'S b 120 O.C. PITCH
STAGG. EA. SIDE TO 5-• DSL TOP PLATE
it#
POST, AND MIN. (5) ; Fr- SIMPSt3N H2.5 TO EA. SIDE TO DBL
I I } I } I 16d'S TO EA. SIDE OF TOP PLATE
a OR CORNER STUD
7 BLIC'G OR RIM JOIST 8- HEEL EAM 7- T CUT HIP / VALLEY AT WALL
a } } FLAN VIEW fit RIi�GE
21 21 a I } i I d I 1 TYPICAL Pti a D Ct� &- f,3 18d TOE I�IAtL.S EA. SIDE 6-• (3) 8d TOE NAILS T4 TOP PLATE
i D $ I I I } I it 2 SILL PL. CONN. 9- A34 EA. SIDE OF POST 10-- 2X STUDS
° r , . o } lit
1C}- 2X SILL PLATE ' 11-- 2X LEDGER
11 SOLD SLK'G 2 � 12 ROOF S�D:T'G
a 17 26 2? i 24 12�- (5) 16d's 13-- EDGE NAILINC;
20 8 14 75 13 25 aDI DI tI I} 2 t 14- R/R PER FLAN
J I} i} ID I ID
7 2 8 i 15-• (3) APPROVED
FA. HANGERS
(3), }
� 16-- . AP'PROVED3 HANGERS � (3): 8d
TOE NAILS PER RAFTER it3Fi SPAN,
i2 19 17 20 a�iI �I D }I
®D } I } } i I } OF $.$t8. OR LESS
+ a I I I I I} I D} x A-
Ei IrYAVON
gi} L} }k i }I 32 i
a D I I II
3 rr ti i 1L I 0-
It
9
2
' i I TF
.,I D ¢rI L I D ' FLUSH BEAM g
e � ®R�,iPPEI� BEAM � a, �..�.� �"-
$ WALL. FRAMING ELEVATION PLAN AT WALL �LaN fD+ tNALL
2 � �
1--� TOP OF SLAB OR FOUNDATION 10-- TOP' PLATE SPLICES TO 22- PLYWOOD SHEAR PANEL 1 8
WALL. PER PLAN
OCCUR DIRECTLY ABOVE PER PLAN �
2-- ANCHOR BOLTS PER .PLAN® STUD OR POST & SHALL 23- TRIMMER* SHEAR PANEL .
31 MAX. SPACING: 7'2' O/C LAP MIN. 46' PER PLAN a Q ♦ tl 4 ♦ ♦ ♦ ♦ ♦ �'�--- - 4
31 & WITHIN 12" OF SIi,L.. ENDS; 11-- (2) 164 END FAILS EA. SIDE 2.4- POST 0 ,E]ND OF SHEAR
Mii+f. (2) A.B.'s PER PIECE JOINT 0 I LAPS & PANEL PER PLAN DROPPED BEAM
OF SILL PLATE (U.N:O), INTERSECTING PARTITIONS 25- SHEAR PANEL EDGE NADL'Gr 7 5
3-- 2X SILL PLATE; 12 2X BLOWING AS REQtJIFtED PER scHi:DULE
4- 2X STUDS 0 1fi" O.C. U.N.O., Fa U.S.C. 2� SHEAR PAINED. D`IEi4t3 NAIL'C$ 6 2 T $
W/ (2) 16d END NAILS OR 13•- OPENING 3%I-IEFRE OCCURS PER SCHEDULE ELD:vaTIC1AD
._ WALL 4-` 8d TOE NAILS EA. END 14••• 2X TRIMMER W/ 16d 0 12" 27 USE 3X STUD 0 PANEL G)— � 1 � 12 t3
CORNER STUDS TO TOP & SILL PLATES O/C STAGGERED TO KING JOINT IF SHEAR PANEL
5 ViNTERSECTION STUD U.DN.O. EDGE NAILING IS SPACED t4 5^< CORNER STUDS OR POST 15-- 2X KING STUD. USE DBL- 2" O.C.. STAGGER NAILS DROPPED) BEAM ♦ , a .. a a ELEVATION
PER PLAN DOING STUD OPENINGS 28- EXTEND PLYWOOD ABOVE
6- (2) 2X TOP PLATE, , NAILED OVER 8'••-0" WIDE. U.N.O.TOT' PLATE IF INDICATED ON
TOGETHER ihi/ 36tf O 16" 16.., HEADER PER PLAN PLAIN OR DETAILS 7 1 a ��
t?/C: "U.tN A USE 17 CRIPPLE STUDS 0 IV' 29- PLAN R POST ANCHOR 3 2 t3 t7
AS A TEMPORARY BRACING.. 0/C U.N.O. •? ' 6 14 2
22 22 1X4 OR 1X6 DIAGONAL LET -IN - iS-- ATTACH HEADER TO 30- INSTALL POST` ANCHOR PER R/R TO VALLEI! 14 12 is
BRACE 0 EA. CORNER (� MEFR &- KING STUD w/ PLAN ON OUTSIDE DACE OF
9 NEAR THE CORNER) & 0 PSON A34 EA. END 0 PLYWOOD SHEAR PANEL FLUSH BEAM 13
•
@24,
MAX 2V INTERVALS® AL.'T. OPENINGS OVER 10'--0`* U.N.O: t2 • 45
25 SIMPSON WS STRAPS. WIRE (U.N.O.) 31-• NAIL. CORNER & MULTIPLE •Jv
19�- 2X WINDOW SILL, U.N.O. STUDS TOGETHER W/ .16d
" INSTALLED) IN . PAIRS F NAIL OR 3 12" O/C 'STAGGERED 6�
30 8-- MAIL, BRACE TO PLATES; 2fl ' (2� t6d ACE S ( �
STUDS, & ��.00imc W/ (2) 8d 164-70E NAILS U.S PO. � 11 a t5 t1
8d EA. BRIG 2t- {2) 1 END NAILS PER 2°` �
9- MIN.. 450, MAX. 60*' BRAG HEADER, DEPTH Rt T4 WALL
22 3 26 31 ' 3 i 31' 22 24 25 TO COVER MIN. (3) STUD � 2
SPACES B
SHEAR WALL. INIT`F EC11ON CORNER 0 SHEAR WALL 6 4 ROOF TO WALL.
i�R�3i�PEt� BEAM
WALL FRAMING DETAILS 13 DE
DETAILSDROPPED BEAMROOF' FRAMING DETAILS
101
€�BL.. JOIST OIL HEADER
1 2 3 8 6 4 2 APPROVED} TOP FLANGE
DANGER
TI- JOIST DEPTH 10-- MAX. 4OX 8F THE STUD? NOT14 1-• DIAPHRAGM BOUNDARY � 2X12 STRINGERS
4 2 3 1 2 OUTER 1/3 OF SPAN-- OF ANY STUD?. MAX. 60X' OFT- PLYWOOD PANEL EDGE 4- 3/4" PLYWOOD (U.N.O.
?NOTCHING & DRILLING THE STUD WIDTH IN NON- 3-• Iie TERMEO}ATE BEARING BY ADZCi•:iiECi)
IS PERMITTED ONLY IN BEARING PARTITIONS OR IN �. _ 4•-- R/R OR I'/J PER PLAN � 5- 2X4 PLATE ANCHORS wf
THIS SECTION, OF JOIST ANY WALL WHERE EACH ,BORED) � � .. -- �, 5- LAY LONG DIMENSION SHOT PINS AT 24" O.C.
� W/ 2" DIA. WASHERS
i 3-• MAX. 1/a0 JOIST DEPTH STUD IS DOUBL.ED.(MAX. TWO # j OF PLYWOOD ACROSS PER ARCH.
4-- MAX, 1/4 -JOIST D?EPT14 DSL. STUD.) JOINTS NO
% 1 NOTCH WITHIN JOIST 1t-•• MIN. 5/VCD L TO EDGE +6-- 2W* MIN. SHEET WID7ri 1 2 NOS; STRIN ERS TtII�IG i�
' 1 DEPTH OF SUPPORT; 12- SIMP, NS-2 EA. SIDE 5 7 STAGGER PLYWOOD END'
NOTCH
JOIST
LOCATE ON TOP EDGE OF PLATE. 0 HOLES
JCIINTS MIN. #6" 3
ONLY UP TO 1 3/4" DIA. $-• PROMO EDGE BL.K'G
3-• MAX. 1/3 JOIST DEPTH 13- SDMP. ST6224 OR 0 NARROW STRIP EVEN
HOLE DIA, ST6236-MIN. (S) IF DIAPHRAGM DOESN'T �
6 1 6�-- Z' MIN. CLR. TO EDGE NAILS TO EA. 51D3E 7 REQUIRE EDGE BLK'G }
OF JOIST NOTCH -` 9-- ROOF` SHT'G - 1/2' CDX
7 MIDI. 2-HOLE DIA. 14-- IF NOTCH OR HOLE i A.P.A. APPROVED
BETWEEN HOLES EXCEEDS SOX, OF PL.. # PLYWOOD (U.N.O.) 3
10 - FLOOR SHT'G -- 5/Ir COX
,� ,�'"� &- STUD witsTi4 WIDTH. USE sT STRAP ._ -- A.P.A. APPROVED? rCp � r�
T' m,:� i g•-•• MAX. 4090 STUD} wiliTi•I +� EA. Sit??: C)P F'L.
NOTCH 0 NON -BRIG 15F-« A.B.'S PER PLAN 8 PLYWOOD (U.N.O-)
WALLS; MAX 25X I$- IF NOTCH OR HOLE I " it-- DIAPHRAGM NAIVO TO p �y AND WIDTH NOTCH 0' EXCEEDS 1/3 OF PL.. BBE d. AS FOLLOWS, MTl4 STRINGERAT DEADER r�sl�ly .AS
EXTERIOR OR BRIG WIDTH, LOCATE A.S. �
WALLS WITHIN 121` OF EA. SIDE BOUNDARY 6" O/C(U.N 0.)
OF NOTCI4 OR I4 I 0 ROOF' PERIMETER. aat 1-•• MIN. 3/4" PLYWOOD!
PLATE? LINNES. CHORDS, 1 �(U.N.O.BY ARCHITECT)
i 2 6 KNOL.E #4 12 Q STRUTS, dr AS SHOWN pm 2 :. A35 PER STRINGER
9 ON PLANS t 10L 3- t6d's AT 12" O.C. STAGG
JOIST
Evms: V. O/c (U.N.O.) 4- 2,X CONT. PLATE
9(l ___. # �i?� 0 A�A� �'�Yw�� +� a7cH. 5-••• 27Ct2 STRINGER AT i8"
_ NO H Au�c� DO
T THis SECTION Io i FIELD:
}�
� PLAN 0 TOP PLATE ._ ._ I:IELD: �zo�F tx c�/�, x � • � I�e�..u�IST cxz �uc'c
o FLOOR ' 10' C1/C .* . ALL %- 2X8 Fj.3 AT t6 O.C.
I INTERMEDIATE BEARING '
�a��i<ALL 3�8ADL, NAILS TO
�` Nti7E: sT4RIION� �UFiriNG •�F
DISTANCE
12�- DBL: JOIST CAR BEAM,
NOTCH & HOLE TYPICAL. PLYWOOD LAYOUT PER PLAN �
STUD
PLAN SILL PLATE 13- DBL. HEADER JOIST tit D3Af 6
i6 14-� TAIL JOIST
1S- APPROVED HANGERS
�� II � 0 tIDR JOISTS
DRILLING NOTCHING DETAILS � � 1 �#--- ___ 16- A�R. HANGERS 0 /� p AND
p
��� # TAIL JOISTS > S=-tT" STRINGER Ai�it LANDING 5 '
' 8
71
20 LONG
17 (3) 16d TOE NAILS #@ t8 tE3 i 1s i
TAIL JOIST < 6'°-O"
I- SILL PLATE LONG; ♦ a : z ♦ ♦ f ♦ � � � '
2 2X6 OR 2X4 STAGG. 13 18-• EDGE NAILING
STUD) WALL 18 i 19-- SEE PLAN . FOR OPENIG 2 2
2 3 3•• 3" MAX 20-- TYP. 2—SAYS OF 3 3 •
4-- SI4F.AR PANEL 3 _ _ 4 BL.K'G V47H CS150
8 d 2 5-- PIPE ♦ ♦ '
6- STRAP 1/&'X 1 t/2"
METAL 'TIE w/ (4) 16d s -- t6 ♦ o
3 i a EACH END s . ♦' !
o a a o
t! e}
t e ♦ ♦ a ♦, ♦ ♦ ♦ ♦ o
1 2 ' /R 'f• PLYWOOD W/ E tC TO 5- SIMPSON MSTA'.i6
• ` 1- R i±R TRUSSES '� 4�RCIiIIDi~ 81.Di'G
' {PRBVitt<E R/R OR 2x LEDGER STRAP a3t1TK ssT3i~S 9ET NEEtii Rt1C>F ttA� TERS{
TDZUSSF. S TO STACK 4-- 7% LEDGER W/ 16d's r.-" ' CHIMNF-Y CHASE TRUSM W/ E.N.
L PLAN E ELEVATION 1 18 TYPICAL OPEINING IN PLYWOOD EACH �°'� BETWEEN
6" O.C.TO �� I"£tAD4f#NG
PLUMBING SHEAR WALL DETAILS � � »Lx'c TYP. BETWI«END sTUt>s
PLYWOOD DIAPHRAGM RA DETAILS ROOF FRAMI .-L II TO STACK
1•-• WOOD STUDS AT MAX, 3•- VENEER TIES, CORROSION HOOKS AND IRIP.S
16" C3 C. RESISTANT WIRE, MIN. 12 t 1- Cx1T HOLE IN PLYWOOD
GAUGE, LOOPED THROUGH R 2 i/2 "MIN. ONLY A5" IZEci'O TO
• ' 2- REINFORCEMENT, NOT LESS MESH WITD4 LEGS OF MIN. INSTALL F}RESTCX�/
10
4 THAN T'X2! X1C GAUGE IV' 3 ENGTH BENT AT 2 SPACER.
ENING AS RE00
GALV WIRE MESH, 2 PLY RIGHT ANGLES. LAID IN c�v - < _ _
WATER -PROOFED PAPER MORTAR JOINT PRON40E ~' 8tt_� 18ti NLK33t
SACKED. ANCHORED 'TO, 2 FLOOR aECONII FLOOR dtti5T5 .
f:• FOR EVERY 2 Sty. FT: OF R= 3d far #2 to $9 INCLUSIVE � G DPER P� �
3 WOOD STUDS ' WITH 2°' STONE VENEER A Rv 4d for #3 and 4- 2X FLOOR 40ST AS
GAL.V: STEEL. DIRE SPLICES LEDO R W/ (3) 16d
FURRING NAILS AT 4" 4-- STONE VENEER AS PER d MAS PER STUD
C?.G.. AND AT TOP AND ARCHITECTURAL S (24r' min.) 4 �• "6ALiUON" FRAMED WALL
6 BOTTOM WITH NOT LESS (IV' MAX, THICKNESS) 3
t THAW 8d COMMON BAILS 5•- r GAL.V. NAILS 07H MIN.
AT 6' Q.C. SAMIL
1 1/&* PENETRATION Arik
j 2 6-- CEMENT GROUT, MIN. V
THICK I if
' T TUD :L. }I� E :DI ♦ REINFORCING BARDETAIL 1 DETAIL. SECOND FLOOR F`RAI�4IIU
:.. STONE VENEER
*AMISIXOM
MANDATORY MEASURES CHECKLIST- RESIDENTIAL MF-IR
Note: Lowdse 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.
Instructions: Check or initial applicable boxes when completed or enter N/A if not Applicable.
DESCRIPTION
DESIGNER
ENFORCEMENT
Building Envelope Measures:
150(o): Minimum R-19 Ceiling insulation.
X
150(b): Loose fill insulation manufacturer's labeled R-Value.
X
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).
X
150(d): Minimum R-13 raised floor insulation in framed floor's.
X
150(l) - Slab edge insulation - water absorption rate no greater than 0.3 %, water vapor transmission rate
no greater than 2.0 perm/'inch.
N/A
118: Insulation specified or installed meets insulation quality standards. Indicate type and form.
X
116-17: Fenestration Products, Exterior Doors and Infiltrotion/Exfiltrotiton 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 sealed.
X
150(g): Vapor barriers mandatory in Climate Zone 14 and 16 only.
N/A
150(f). Special infiltration border installed to comply With Sec. 151 meets Commission quality standards.
N/A
150(e): Installation of Fireplace, Decorative Gas Appliances and Gas Logs.
1. Masonry and factory -built fireplace 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 rights allowed.
X
Space Conditioning, Water Heating and Plumbing System Measures:
100-113: HVAC equipment water heaters, showerheads and faucets certified by the Commission.
X
150(h): Heating and/or cooling toads calculated in accordance With ASHRAE, SMACNA or ACCA.
X
150(1): Setback thermostat on all applicable heating and/or cooling systems.
X
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 (R-4 or greater)
3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks hove R-12
external insulation or R-16 combined internal/external insulation.
4. All buried or exposed piping insulated in recirculating sections of hot water system.
5. Cooling system piping below 55 degrees insulated.
6. Piping insulated between heating source and indirect hot water tank.
X
150(m): Ducts and fans
1. All ducts and plenums installed, sealed and insulated, to meet the requirements of the 1998 CMC sections
601, 603, and 604 and standards 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 U11818 .
If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either
tape
mesh or shall be used. Building cavities shall not be used for convoying conditioned air. Joints and
seams of duct systems and their components shall not be sealed with cloth bock rubber addhesive duct
tapes unless such tape is used in combination With mastic and drawbands.
2. Exhaust fan systems have backdraft or automatic dampers.
3. Gravity, ventilating systems serving conditioned space have either automatic or readily accessible,
manually operated campers.
X
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.
N/A
115: Gas fired central furnaces, pool heaters, spa heaters or household cooking appliances have no
continuously burning pilot right. (Exception: Non -electrical cooking appliances with pilot <150 Btu/hr)
X
Lighting Measures:
150(k)1.: Luminaries for general lighting in kitchens shall have lamps with an efficacy of 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.
X
150(k)2.: Rooms with a shower or bathtub must hove either at least one luminoire 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 Sec 150(k)2; and recessed ceiling fixtures are IC (insulation cover) approved.
X
04.8 General Requirements
05.8.1 Notes to be placed on the plans:
cl 6.8. 1.1 Maintenance Information. The builder shall provide to the building owner at occupancy maintenance information for all features, materials, components, and manufactured
devices that require routine maintenance for efficient operation. Required routine maintenance actions shall be clearly stated and incorporated on a readily accessible label.
The label may be limited to identifying, by title and/or publication number, the operation and maintenance manual for that particular model and type of feature, material,
component, or manufactured device.
07.8.1.2 After installing wall, ceiling, or floor insulation, the installer shall make available to the enforcement agency or post in a conspicuous location in the building a certificate
signed by the installer stating that the installation is consistent with the plans and specifications described in Section 10-103(o)2.A and for which the building permit was
issued and conforms with the requirements of Part 6. The certificate shall also state the manufacturer's name and material identification.
CERTIFICATE OF COMPLIANCE, RESIDENTIAL Page I CF-IR
-----------------------------
Project Titte .......... PROPOSED CARRILLO RES Date.. 07/16/05 Ili 56, 52
Project Address........ 1208 S FLOWER STREET *0***** _____________________
SANTA ANA YAv6 0I)K ---- -- I
Documentation Author... Christopher S. Leighton ***�"* I
Terry Engineering I ---------
13691 Red Hitt Ave. I P (aan C6heck / a I
Tustin, CA 92780 1 ----------------- 1
(714) 838-1124 1 Fletd Check/ Date I
Ctimate Zone..,......,. 08 ---------------------
Comptiance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc.
--------------------
I MICROPAS6 Y6.01 FI le-S0505270 Wth-CTZ08S92 Program -FORM CF-IR
I User#-MP0206 User -Terry Engineering Run -PROPOSED CARRILLO RES
-------------------------------------------------------------------------------
Conditioned Ftoor Area...,.
Building Type, .............
Construction Type .........
Building Front Orientation,
Number of Dwelling Units...
Number of Stories..........
Ftoor Construction Type,,..
Glazing Percentage.,......,
Average Glazing U-factor ...
Average G(azing,SHGC .......
Average Ceiling Height,..,.
BUILDING SHELL INSULATION
Component Frame Cavity Sheathing Total Assemb ty
Type Type R-value R-value R-value U-factor Location/Comments
Roof
n/a
R-19
R-n/a
R-19
0,051
Existing
Attic
New Attic Celt
Watt
n/0.
R-O
R-n/a
R-0
0,386
Existing
Ext W
Wall
n/a
R-13
R-n/a
R-13
0,088
New Ext
Wall
Door
n/a
R-O
R-n/o,
R-0
0.330
Exterior
Door
Ftoor
n/o.
R-O
R-n/a
R-O
0,097
Existing
Ftoor
S(abEdge
n/a
R-O
R-n/a
F2=0,720
Covered
FENESTRATION
Lugs
Area
U_
Interior
Exterior
hang/
Orientation
<sf)
Factor
SHGC
Shading
Shading
Fins
-----
--------------------
Window
Front
(E)
-----
15.0
------ ------
0.990
0.740
---------------
Standard
-------------
Standard
None
Window
Front
(E)
15.0
0.990
0,740
Standard
Standard
None
Window
Front
(E)
50.0
0,990
0,740
Standard
Standard
None
Window
Right
(N)
15.0
0.990
0,740
Standard
Standard
None
Window
Right
(N)
15.0
0,990
0,740
Standard
Standard
None
Window
Right
(N)
4.0
0.990
0.740
Standard
Standard
None
Window
Right
(N)
4,0
0,990
0.740
Standard
Standard
'None
CERTIFICATE OF COMPLIANCEi RESIDENTIAL Page 2 CF-lR
MW==0MMMM= ---------------------------------------- ----------
Project Title-, ....... PROPOSED CARRILLO RES Date..07/16/05 lli%52
WWWMMFMWMM� ---------------------------------------------------------------------
I MICROPAS6 v6.01 Fite-SO505270 Wth-CTZO8S92 Program -FORM CF-lR I
I User#-MP0206 User -Terry Engineering Run -PROPOSED CARRILLO RES I
--------------------- -----
FENESTRATION
------------
71M=
Area
U_
Interior
Exterior
hang/
Orientation
(sf)
Factor
SHGC
Shading
Shading
--------------
Flni
-----
--- ----------------
Window
Left
(S)
-----
15.0
------ ------
0.990
0.740
---------------
Standard
Standard
None
Window
Left
(S)
15.0
0.990
0,740
Standard
Standard
None
Window
Right
(N)
15.0
1,280
0.800
Standard
Standard
None
Window
Right
(N)
15.0
1.280
0.800
Standard
Standard
None
Window
Right
(N)
15.0
1,280
0.800
Standard
Standard
None
Window
Right
(N)
3.0
1,280
0.800
Standard
Standard
None
Window
Back
(W)
15.0
1.280
0,800
Standard
Standard
None
Door
Left
(S)
33.3
1.250
0,800
Standard
Standard
None
Window
Left
(S)
15.0
1.280
0,800
Standard
Standard
None
Window
Left
(S)
15.0
1,280
0.800
Standard
Standard
None
SLAB SURFACES
-------------
Area
Stab Type (sf)
---------------- ------
Standard Slab 492
HVAC SYSTEMS
Refrigerant
Tested
ACCA
Equipment
Minimum
Charge and Duct
Duct
Duct
Manual
Thermostat
Type
------------
Efficiency
------------
Alrftow Location
------- -----------
R-value
-------
Leakage
-------
D
------
Type
----------
Furnace
0.600 AFUE
n/a Attic
R-4.2
No
No
SetBack
RoomHP
10.00 EER
No Attic
R-4.2
No
No
SetBack
WATER HEATING SYSTEMS
Number Tank External
in Energy Size Insulation
Tank Type Heater Type Distribution Type System Factor (gat) R-value
------------ ----------- ------------------- ------ -------- ------ ----------
Water Heater to meet minimum CEC Standards
CERTIFICATE OF COMPLIANCEi RESIDENTIAL Page 3 CF-IR
-------------------- ========
Project Titte .......... PROP13SED CARRILLO RES Date..07/16/05 11,56t52
= ----------
I MICROPAS6 v6,01 Fite-SO505270 Wth-CTZ08S92 Program -FORM CF-IR I
I User#-MP0206 User -Terry Engineering Run -PROPOSED CARRILLO RES I
------------------------------------------------------------------------------
COMPLIANCE STATEMENT
This certificate of compliance lists the building features and performance
specifications needed to comply with Titte-24, Parts I and 6 of the
Catifornia Code of Regulations, and the administrative regulations to
implement them, This certificate has been signed by the Individual, with
overact design responsibility. When this certificate of compliance is
submitted for a single building plan to be buitt in muttipte orientations,
any shading feature that is varied is indicated in the Special Features
Modeting Assumptions section.
DESIGNER or OWNER DOCUMENTATION AUTHOR
Name.. . - ------------------------- Name.... Christopher S, Leighton
Company, MS MARIA CARRILLO Company. Terry Engineering
Address. 1208 S FLOWER STREET Address, 13691 Red Hitt Ave,
SANTA ANA CA Tustin, CA 92780
Phone,., ------------------------- Phone... (714) 838-1124
License, -------------------------
Signed - ------------------------- Signed.,
(date) dalte)
ENFORCEMENT AGENCY
Name.. . . _.1,ttry_9 9g#:q"r_ft L - - -
Titte. ., 13691 filed Hill Avenue
Agency, . Tusti A 92780
714-838-111124
Phone,,, ------- ---
S I geed, .
97 -------
XtV�
UPON COMPLETION OF CONSTRUCTION CONTRACTOR SHALL
OBTAIN CF-6R FORMS FROM THE CALIFORNIA ENERGY
COMMISSION ATi www, energy. ca, gov/t It le24
(CLICK TO FIND RESIDENTIAL COMPLIANCE FORMS)
THESE FORMS SHALL BE COMPLETED, SIGNED AND POSTED
ON THE JOB SITE FOR THE PERUSAL OF THE INSPECTOR
PRIOR TO FINAL INSPECTION,
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07-18-2005
Seale:
AS NOTED
Drawn:
CL
Che&ed:
JT
Plot Date:
07-18-2005
Job No:
00527
Shoot
T 24