HomeMy WebLinkAbout10149759.pdfPRINTED ON CLEARPRINT 1000H.
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2. LINE OF ROOF WHERE
OCCURS.
1 KING POST/STUD, SEE PLANS.
4, (1) ST22 0 E/SIDE
5. (1) A35 @ E/ SIDE.
5
3 6 6. SUPPORTING 8M, OR HDR.,
PER PLAN,
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4O.C. INTO KING
7. 2X STUD (1 0 SIDE W�
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2 ROOF EDGE NA40NG
- 2X$ BOARD, NOTCH AS REQ1).
W/ (3) 16dS PER R/R
FOLt-OWNG LINE OF CAUFORNIA.
FRAMING
4- PLYWOOD ROOF SHrG
5- 2X CALJFORNIA FRAMING e-TI 9M #,5WAg7l 60jol
6
6-- ROOF RAFTER
7- E.N.
CAUF. FRAMING SHEAR TRANSFER DETAILS
CONCR ETE
1
ALL CONCRETE SHALL CONFORM. TO THE LATEST EDITION OF THE
UNIFORM BUILDING CODE.
2.
CONCRETE I SHALL BE DESIGNED AND TESTED AS OUTLINED IN SPECS.
3.
'ALL CEMENY' SHALL CONFORM TO ASTM C-150,
4.
FINE AND DOUR SE AGGREGATE SHALL CONFORM TO ASTM C-33
FOR STANDARD WEIGHT CONCRETE AND ASTM C-330 FOR LIGHT
WEIGHT CONCRETE.
S.
ALL AGGREGATE SHALL BE COMPARABLE TO "SAN GA BRIEL VALLEY"
AGGREGATE!. THE SHRINKAGE SHALL BE AS PER ASTM C-157
WITH THE AVERAGE DRYING SHRINKAGE AT 28-DAYS NOT.
EXCEEDING' 0.045;.'.
6.
DRYPACK SHALL BE COMPOSED OF ONE PART PORTLAND CEMENT
TO NOT W RE THAN THREE PARTS SAND.
7.
ANCHOR BQLTS, HOLDOWN BOLTS, DOWELS, INSERTS, ETC.
SHALL SECURELY TIED IN PLACE PRIOR TO POURING CONCRETE.
8.
CONCRETE iSHALL. BE CURED BY KEEPING CONTINUOUSLY WET FOR
10 DAYS OR BY AN APPROVED CURING COMPOUND.
ALL STRUCTURAL CONCRETE F'c = 26:00 PSI
'ON ALL SLAB- -GRADE F'c = 2X00 PSI
ALL CONTINUOS FOOTINGS AND PADS Fc 2"roo PSI
ALL CONCRETE WITH rc GREATER THAN 2500 PSI SHALL HAVE
SPECIAL IN1,SPECTION PER SECTION 1702 OF THE UNIFORM BUILDING
CODE UNLESS N OTED OTHERWISE,
4.
5. -fin efflft
a. Cone Amwo oft plan
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Sg.1 All security provisions as per the last 0"00 Of 080 shall be included into
Construction of this project, but am not limlited to the fbiloWing f0quiromont-W,
Sg 2., Ali entry doors shalt be pravlda4 wil i4w 'Windo
,h a door viewer, v port of VIOW1110 4 w
Such View window shall be fully toMPO(Od 0103.
W. 3. Single swing -door, the active loaf of a pair of doors, and the bottom leaf Of Dutch
doom shall be equipped with a doaOix4t and-dea0locking latch. The 4eadbolt and
latch may be activated by one look individual locks. The look or looks
shall be key-operatod from the aXWW side of the door and operated from
the Interior side by a device which do" not required a key, Of special
knowledge of effort to operate.
$94. Swinging doors shalt be of consbuc
tion of one of the fallowin
I . . Solid Core doors not less than 1-3/4 Inches In thi4sess.
Hollow core doors of 400ro IM, than I -W$ inches in thickness 81ttiOr Of which
are covered on the Inside fam, with 16-0agg, shoet metal atlachoO with screw at
Wmaximun center around the porlmAsr
3. wood panel type door With panel tWooted of lumber not les than 9116 inch
thickness, Provide shaped podia" of *0 panels are not less than % Inch thick.
Individual panel shall not exceed 3W 60n. in area. Sties and rolls shall be of
solid lumber with overall dimension of notle than 1-34 Inches In thickness
ss,
and,3 inches in width. Mullions. shall be considered a part of adja cent panels
unless sized herein for stiles 04 ralls, 4XW.ptMu*qns over 18inchas ongmaY,
have as overall width of IM than,2 Inches. Carved areas shall have a thickness of
not less than 310 inch dima&W- at 9*0W P001400din IVC0941140d industry
standards may be utilized.
Q&42P_�; Door %op$ of in -swinging door shall be of one piece construction with
Mejamb, orJoinedbyrabbet ofthisj4MI),
tUNW&: All pin-typo'hingas WWA We accessible from the outside the. secured area
who , . mov 0 a sha
P the door Is closed, shall have. am re able hW a pins, In , ddition they, - 1 11
have a minimum VA" diameter sleel j4mO " YV mialmurn protection unless the
hinges are shaped to prevent r#=V#i of the door if th
, a -hinge pins ore removed.
I* �T : The strike plate for I$chas and the holding device fpr protecting
doodbolls In wood construction shall be sawroo,to, 14 jamb and the wag fmMing with
screw not less than 2,412 inches in langth.
gyUNggB GQ
680, Cylinder quaf4s shall be installed on all cylinder looks
Wberiever the cylin0or projec$s, W 1 40 f400 Of - #10 0,00F Or I$ Other W164 -accessible
to, gripping tools. 'nod -iWIU -to, repol cutting tools.� A straight
'09600QU: Deadbolt shall CM14M hardS
deadbolt shall have a min. throw. of I Inch- and an embed M-01. of not loss than 5/0
inch into the holding device roagiViRg the P1100000 bat.
$g % gjL6&b&� Glazed openings within 40 inches of the required looking device of the,
door,,, When the door is In the ckoo pa , shall b fully tomparod glass or
approved burglary resistant mate or shall be pmJ@*d by M#t* bm, S"SOnS Or
Units having a, maximum opening of 2 Inches.
I nn 'WO eda
qz 11. QQRS: Sliding doom and WO I W340411 be squipp s follows:
i7wifil approved locking devio.
2. With ardevice In the upper channel of the moving pandl to prohlbit ratsing'and
removing of the moving pal* in Ow dosed or partially open - SWOn.
pq
3. The locking .4evice installed in windows and doors providing emergency ogress
shall be open or relaAssd fMM 010 11". Without OW 404 of 41 W., tool or
excessive force. in 0 hes
4012. Ali glazing vifthin a 24 inch arc of either vartical edge of a door and with 6 1 c
of the floor shall be tempered, CBC25W-4(6).
13. AD now Olazingjshall comply with GtarWOW,of the U.S. Consumer Product Safety
Commission, Manufacturer 00 pMV*i, 0#0140 Of COMO W*00 to the owner.
hes
VAwn a compartment oespace for a dornestic clothes dryer is provided, a minimum 4"
""ter molsWre exhausied duct of approved material $hall be installed In accordance
Wt_h UMC Section 504 and, go. Door 0 im-Wry tooms *all have 1100 sq in min. opening
for dryer make-up air �UMC Sao 08.
2, Moisture exhac-sted ducts, shall toimriat# on the outside of the- building and shall be
o4u mpor. fpvim. shall not be instailed at the duct termination.
. 1ppod withback-draft do
Duds for exhaustingdothos dry** shall W- be 0=04,od of InO41104 with $best metal
wrows or others nor$ obstruct the flow QoWos; dryer moisture exhoug
duo$ oftallnot oxtend Into ortlyough d_W# plenum.
R2guimm20-
M4. Do nce a
. Mastic freestanding or ba-in ranges shalthave a ve Moat clearg , bove the cooking
top of not les�.i than 30- to u4protedod combustible material. when the underside of
such combustible material is prate n"
9,W by a metal vor tin sh it be
9 hood, the dl4ta
not less than 24". JCMC 500.4 1 -
MS. The minimum. horizontal distance from the center offfis burners heads, Of a top (or surface)
cooking unit to adjacent verticel combustible surface exteriding immodletely ObOVS the
c4qnter top shall be at least 4.0 4
�WXK# OPWWO by the perm4lie Marl;jhg, On the unit.
alrulta,
MO. An environmental air ducts Is any used for conveying air temperatures nor exceeding 250
Degrees to or from occupled #(W If any occupancy through other than heating or air-
conditioning systems such as ventilaWo for human usages, domestic lutchan range
exhaust, bathroom exhaust ducts, wid dam, estiotype clathe 6 0 g 0 00ts
.s, dryeri, Xh u 4
M7� Environmental air ducts shall be *"AwWy airtight. Exhaust ducts shall terminate
outside the building and -shall to equipp@0 with back -4raft do M, pem.
Mo. Ducts used for' domestic kitchen range ventilation and domestic clothes dryers shall be of
motal and shall have smooth bow surface. Approved ftdblo duct 0004800(s not 00
Via length maybe used in,conrieqW with domestic 41ye ',au uds no
. r ex.h . sts, FleAble d a
connectors shall notbeconcft�adwithin construction. Bathroom ond laundry room
exhaust ducts may be of gypsum wall board subject.to the limitations of UMIC $Octlori
$01. Exhaust ducts no exiond btq a
r #N�Ao dktC# a
M
.0. Wormi-air heating systems 10 acor4#q; a wi It r q. Ir n a U
A be lng*W
Chapter 3, 7. and 8,
M% Them shall be a positive separation bk%WW,. combustion a d . utoide or .rqtum ir
iron. .0 4 from
blower- type heating systems.
im air for a homfing *yWam shall not be t*oa from any of the following
1. Outside or rot?
locations:
Closer than 10 1 from appWinoes vent outlet, a Vant opening or a plumbing
drainage System 'or Me *OWQV Outlet of WW 4440( W, W#00 the Outlet is
3above the 0utsk*-,*kW
2, From a room or sp000 ha�ft 4".V,#*�bWakV OpAwoes owpin except as
peimitted in UMC CftpW 7.
Attic FuEnage- Reauirerngol&
'MiZ 4Wqfurnace shall be installed in acco(depoe with UMC 8_ action 319:
d space in which a waral-SW furnace is Inslatied shall be accessible by an
#13, An attic or furre
-of th n n case W
opening and passageway as 14(ge as the laoSt piece a fUMOCO and 1 0 1
than 30"x 30"'continuous from the opening to the furnace and Its controls.
U14. The distance f(om the passageway acce-w to furnace shall not exceed 40 measured
along the center line of the p v
assago my. . The pass4geW4y 0. all be 40ot*rupted and
gh . W
.all have continuous solid fta. pj#IW.t_h4)n4,411-*4 orn the 90tr4rice 0 ni 9 to
pa 0
the furnace.
M15. Unless the furniace can be service from the required 4poess, opening, a level working
platform not lws than 30" in depth shall, be provided in front of the entire Arabox side Of
worm -air furnace, and if the fumw.w tomperature-41mit control, -Alr flitar, fu.00-control
vat
ve, vent collar or air -handing Witts is W serviceable from the firebox'side of the,
furnace, a continuous floor mg,10611 tW_ 24W in width si "it. be provided from tho 0000.
in front of the fxeboX side of the fumaw toond infront of this equipment. ad at the
M16. A permanent electric outlet and lighOng UU110 controlled by a switch 100411
11 be provided at or near the furnace.
required passageway opening ShO
as required
ats in attio 4 a min R-value of 4.2 or higher level
NIT All duc shall have insulation Wilh
in Table 6d of OMC.
V18. provide dbi joist bellow support unit. Use seismic braces or anchor unit to Platform.
�OSTDVOTWJMOEDT074'
0,LOMES DR � � I *�w Q
,ftt, to OW T
% T%#r$ IVaru ByrFOR EACH aHOW
RA
TWO (04.3-2).
,ap VXjT.9 $flow L)ETAILS
FOR OPEN TOP SRO) I HoUit SHAFT WH9M
T SYSTEMIDUCT11HOOD) --- - ---- --
A 0-01LING OR FIDQX
F_N1 Upon Complation.of insto lation Of wall, ceiling$, atO 100f Insulation, the installer shall
post In a conspicuous location in the buildi".0 a -C ortificats -signed by thp"installor stating
that Insulation has been Installed on c6psom-w000 With the 014"sarid the requirements of
Tide 24, Part 6, of the 81014 Of q40004 4AVFQV CW4. The G0010*1 sholl also, $.We,
the Manofacturor's name and rnstefttsi Wapftc ndtho R-Y4140.
-4on. a
F_N2. The builder shall provide the building owner 4 it, of tho heaj '000lirig, water beater. and
. . �% no
Ligho"o system and features, compap
0 40 machaAcal devices, 0011MV000 9rsolOr
devices Installed in the building and: Ir 0 on how, to use them efficiently.
. I ow lJon
EN3, All heating oystems-0410040-Aa 4019M00.40 MOW with 4010a Mechanism which too
Building occupant can ma�� program to. iwmsjc*�sat back, the thormootat sot
point.atleasttwo podQ0sw#hW94hau(*. 0 t$6 no con a Moo in
Ughbnglnstilgodtomoo.tthoMIMMum'.04MYmquirem n 0411 t t, W, 14 -
base IncAad#sc*At tamp *GMW*. 04 01WI .00 914 s§pAF410 #0004 framl, 40Y
Incandescent lighting. Ing$ shall be approved for zero
SK All incandescent 11ohling fadure rqoesod into lowlaWo,ce
it
by a tag mor 00
doorarice insulation covor by yl� or Other appmeo 10 Ong 1800 y Q*
by the ICS0.
ENO, All too systems, regardless Of volumetrio capaqity, that ex _0
houst air from the building to 0
outside, shall be provided with back Ora or, autamatip 0ampets'provent air
EN7. All manufactured fenestration PIVOU00 shall OQMP1Y W#h the following:
a, Shall, be listed In Calif
b. Shall-becedifle braver
c. Shall have a tarnporat
V IaW. #afto tw removed prior to Building inspection by t -he
City Building Division �, which slaw. the cartilladf LI-value.
* q V a orpfy 49 o(pnization and: Me
Shall have, a pa(mment law W_ " *0 4 *a#. to dyi
rating Procedure.
ENO. Doors, joints and,othws oponinp In -the Ouloirig savolope that Oro polpritiAl sourcits of air
Leakage shall be caulked,4*A01od, woathv, sl;ApW. or othervASO $0014d to lima
itf*4#o .d ex filtration.
n an
ENO. Any appliance for which there is. a Co4farwo 4andard,00ta4lisheid in the Appliance
etWoncy standards, may be instalioO 9MV,N the awa iftphi conified the
Commission as Speol . 4ad In those , "vistiom, Mo �0 I whos. , I to
,t ** appliances Cam, I , With e
P) as th
applicable slan0#rd for that opplionw, inclOod a* Win air coaditiOnOCS, central air
conditioning host pump 0411:0,4VO bW OOMW to the California EnOW r,,QMrWmsi90 be
irs manufacturer to comply with Po 4ppllan= atoolency standard.
15NA, All masonry and factory -wilt firoplow , W, have.4 ow
_4010 metal or qlass000r Covering
the snore opening of fire box
r
All, combustiortmair IntaW to draw air from ft outWo building "rectty irrito the fir#040
F Irebox is required . The ooMWOo0a 1044 be at 1040 V 10 410810 As# be
1:00. 0100row�aiid W� r#Ung .0 09
pod with readily ocoo W. ampqr9roaMbu o-oir
co�fiil davics. 41R,for
loww� . 40 a 0, 0 a" ON40 Aw 4.64 not 00 and oxtodor wall.
A
r 0 ot lighting )014rA ro.06MOO I*
Zero-olvaranoe Inoutsdion cover (10) by UX
tories or other tq0ting/rating
Laboratories. R6090:0 by the lowlafio;* 0004we"Ce of sulwing Officials (10m).
eN14.. All now glO, ng shall comply w4h, *'WW4*,Pf *0 VS Consumer Produosi 4woly
Commission. MartufOcturals taimply C4100" 9f complia"Go to own#(.
nA
EN14. fto �isures: See Enarn 00
AllaW�_#or i�all * 411 R-13 bat insulation
Alt coiling or conditioned 40 are# shall h4v.0, R-30 bat. Insulation.
o.� All ralo-0 Nor over unco
.09aso opm. shall have RA 0 bat insulation-
d. Water heaters shall havo R02 fternal T44 bin 6
. i Insulation, See Plum P -
e. All wiladows Qlaging shall bo aWW.a-,LA0A.Q max SHOC;i 0.3$
f All extorlor a popirig, to be YA pproved malodal�
2741-46
CONNECTION
NAILING*
'Joist to sill or girder, toenail
3-8d
or narrower subfloOr to each joist, face nail
2-8d
X ider subfloor to each joist, face nail
3-8d
2" subfloor to joist or girder, blillf.,& A.--
2-16d
Soleplate to joist or blocking, typical face nail
l6d@16"oc
Sole plate to joist or blocking, at braced wall panels
3 l6d per 16"'
.-
Lop plate to stud, end nail
l6d
Stud to sole plate, toenail
4-8d
itud -to sole plate, end nail
2-16d
Double studs, face nai . I
Ua�,,24" 00
Doubled top pjates, typical face nail
1.6d @ 16" oc
Doubled top plates, lap splice
8-16d
Blocking between joists or rafters to top plate, toenail
3-8d
Rim joist to top plate, toenail,._
8d @ 6" 00
lop plates, laps and intersections, face nail,.,.
2-16d'
Continuous header, two.pieces
16d @ 16" oc each edge
Continuous header to stud, toenail
4-8d
Ceiling joists to plate, toenail
-3-8d
F_C�Aing joists, laps over partitions, face nail
3-16d
Ceiling joists to parallel rafters, face nail
3-16d
Rafter to plate, toenail
3-8d
j3uilt-up comer studs 16d ��, 24" oc
Built-up girder and beams, top and bottom 20d uo) iz oc
Built-up girder and beams, ends and each splice 2-20d staggered
Wood structural panels 6" oc- edges &
Subfloor and wall sheathing to framing 1 2" field (typ-)
V2" or I' ss 6d common
19/32" 1" 8d common
10d,common
'/4"
Roof shelthing 8d common
Common or box nails unless noted otherwise
41
PAGS�OF %�
in
I- DOL TOP PLATE
6 11 Q 1$ 22 25 28 2« SM.. SEE PLAN # HIP OR VALLEY PER PLAIN
3-- SIMPSON �+ ST0236 # 2 RIDGE, BOARD OR BEAM PER PLAN
¢ I`7 PAST, . vfiC E PLAN .3-- SLOPED AND SKEWED HANGER
i i F' w +71 4—+ 8 Yd' V7 RfL6iTG� t V'- ROOF ,
PITCH
BE
STAGG. EA. SIDE TO 5__ I8L, Tap PLM
10 PC35T, AND MIN. (S) SIMPSON FI2 8 TL? EA. SIDE TO DBL
a i I I 3 I € r jr 16d'S TO EA. SIDE OF TOP PLATE
o € I € i € I i I € BEAM 7-� POST OR CORNER STUD
+ { I I } BLIC°G OR ftllti+I .t{ #ST MAN MEW 0 RIDGE $- 14EEL CUT HIP / VAU.EY AT WALL
a I I I I t I I I TYPICAL POST TO 8-- (3)1�6d TOE NAILS EA, SIDE 9^ (3) 8d TOE NAILS TO TOP PLATI
2 f I I I I I € I f t SILL PL. CONN. 9- A34 EA. SIDE OF POST IO-- 2X STUDS
II iI it I It
16 $7 23 61 � I � I ; f � � 1{I- 2X SILL PLATE II- 2X LEDGER ,
11 _ SOLID BI.k'G 4 12 - ROOF
EDGNAILING
24 $ 25 o i i $ I Z6 2i I 2$ 6 12- ( ) 16cYs I t4-- R/R PER PLAN
15 14 '#: 13 t I i i I I I I IS- (3) 16d'S EA.. STUB
#G-- . APPfLOVED HANGERS j (3) 8d
� 19 17 '��} ° I t. � i T.T_
ATf 4F � NAILS
� ORP�L.EsAFi'EI� f �i;R SPAN .
12 o f I I t I I 3 ELEVATION
.► a I I I I I I I I I �' 17- SIMPSON H2.5� AT 4$" O.C.
' 7
12 #
21
II II
litJI ¢ ;17%
«: I _it I I I FLUSH BEAM
I AA'
a DROPPED BEAM � � FLAN 0 tWALL
g MALL FRAMING ELEVATION
PLAN AT wall•
2 #
1 6
$ I_ TOP OF SLAB OR FOUNDA nON 1O-� TOP PLATE SPLICES TO 22- PLYWOOD SHEAR PANEL
WAU». PER PLAN OCCUR DIRECTLY ABOVE PER PLAN 1 2 1 9 8
2- ANCHOR BOLTS PER PLAN: STUD OR POST & SHALL 233-• TRIMMER 0 SHEAR PANEL
3 MAX, SPACING 72" O/C LAP MIN. 4�S" PER PLAN ' °.-,o° ®` ♦ " a "„-=^," ¢ $
31 & "THIN 12" OF SILL ENDSs 11-- (2) 16d END NAILS EA. SIDE 24- POST 0 END OF NEAR
.MIN. {22} A.B.'S PER PIECE JOINT i0F SPICE LAP$ 1It PANEL PER PLAN DROPPED BEAM '~
OF SILL PLATE (U.N.0) " INTERSECTING PARTITIONS 25-- SHEAR PANEL EDGE NAZI: O � 5
3-- 2X SILL PLATE; 12�- 2X BLOCKING AS REQUIRED PER SCHEDULE
4- 2X STUDS +IA 16" O.C. t?.N:O-! PER U.B.O. 26=- SHEAR PANEL. FIELD NAIL G S � 2 L;L£VATfON 7 5
X {2) 16d > o, NAILS N. 13-- OPENING WHERE OCCURS PER SCHEDULE 3
4- (2 TOE NAILS AIL END 14•^ 2X TRIMMER W/ 16d 4 12" 27- USE 3X STUD i PANEL 6
CORNER STUDS Wes-«- TO TOP O NAILL PLATES 4/C STAGGERED TO KING JOINT IF SHEAR PANEL �T#2 43
4 INTERSECTfON 5-- CORNER STUDS OR POST STUD U.N.O. EDGE NAILING IS SPACED o #& � �
PER PLAN 15-- 2X KING STUD. USE DBL. 2" O.C., STAGGER NAILS DROPPED BEAM ELEVATION
6-- (2) 2X TOP PLATE, NAILED KING STUD 0 OPENINGS 2&- EXTEND PLYWOOD ABOVE
TOGETHER W/ 16d aF 1S" OVER $=-O" WOE. U.N.O. TOP PLATE IF INDICATED ON
f1/s. U.N A 16- HEADER PER PAN PLAN Oft DETAILS 7 � ��
17- CRIPPLE STUDS 16" 28-- HOLDOWNN R POST ANCHOR � 3 2 #3 }�
7- AS A TEMPORARY BRACING. USE O/C U.N.O.PER PLAN � i3 14 2 17
22 22 1X4 OR 1X6 DIAC014AL LET-tN I$-- ATTACH HEADER TO 30- INSTALL POST ANCHOR PER RJIRt TO VALLEY t4 T2 3Ei
BRACE 0 EA. CORNER (OR TRIMMER do ICING STUD W/ PLAN ON OUTSIDE .FACE OF
34 NEAR THE CORNER) do SIMPSON A34 EA. END 0 PLYWOOD) SHEAR PANEL FLUSH BEAM
24 MAX.2S' INTERVALS;, ALT= OPENINGS OVER yO ;,„ V' U.N.O. 13 12
MAX. 2N IN RVAL ;, WIDE (U.N.O.) 31- NAIL CORNER do MULTIPLE .
19-- 2X WINDOW SILL, U.N.O. STUDS TOGETHER W/ .16d 17 •
INSTALLED IN. PAIRS 20- (2)16d PACE NAILS OR (3) 0 I2" O/C STAGGERED 6
30 8- NAIL BRACE TO PLATES! 8d "TOE NAILS U.N.O.
STUD% & BLOCKING W/ (2) 21- (2) 16d END NAILS PER 2" � � � � 14 1S 1T
8d O EA. BR`0 o OF HEADER. DEPTH
I $ ft0£>F YL} WALL
9-- MIN. 450, MAX. 60 BRACE
22 31 26 31 31 31• 22 24 26 TO COVER MIN. (3) STUD � • 2
SPACES
SHEAR WALL INTERSECTION CORNER 0 SHEAR WALL 6 4 ROOF TO WALE.
DROPPED BEAM
DROPPED BEAM ROOF FRAMING DETAILS
WALL FRAMING DETAILS BEAM TO POST DETAIL 1#
m OCR.
1- DBL. JOIST OR I4EAOER
. � 4 x APPROVED Yi3F' FLANGE
4 8 6 DANGER
3 1 I- JOIST DiEPTH 10-- MAX. 4OX OF THE. STUD WIDTH TI-- DIAPHRAGM BOUNDARY 4- 2X12.S'fYWOORS
4 2 2 OUTER rER t j3 of SPAN- OF ANY STUD, MAX. 6t}7 OF 4-. $/4.` : CHI T11i3 T) (U.N.®,
NOTCHING 1/ iIt C3 SPANG THE NY UD. IN NON— 2 PLYWOOD PANEL» EDGES BY ARCHITECT)
3- INTERMEDIATE BEARING P 5-- 2X4 PLATE ANCHORED W/
IS PERMITTED ONLY IN BEARING PARTITIONS OR IN ,. ,a. .. 4�- R/R OR F/.I PER FLAN SHOT PINS AT 24" O.C.
THIS SECTION, OF JOIST ANY WALL WItERE EACH ,.BORED � 5-� LAY LONG DIMENSION W/ 2" DIA, WASHERS
3 - MAX #/G JOIST DEPTH
i STUD IS t3EtUBLI ,{MAX; TWO 1 t PLYtNOtYi3 ACROSS
PER ARCH.
r 4- MAX. 1/4 JOIST DEPII f DBL STUD.) JOINTS NOTE NO OVERCUT'TING OF
� 1 NOTCH WITHIN JOIST 11-- MIDI. 5/8"CUt, TO EDGE 6- 24" MIN. SHEET t1�iIDTH 1 I STRINOERS
f-
,r # DEPTH OF SUPPORT; 12�- SIMP. NS--2 EA, SIDE � 7- STAGGER PLYWOOD END
NOTCH � Jisi$T LOCATE. ON TOP EDGE OF PLATY #'� H- JOINTS MIN. 16" ' 3
ONLY UP TO 1 3/4" DIA. 8� � PROMMI: EDGE BLK'G
S-- MAX. 1/3 JOIST DEPT14 13-- SIMP. ST6224 OR � 0 NARROW STRIP EVEN
HOLE DIA. ST6236--MIN. (8) IF DIAPHRAGM DOESN'T 5
1 6 1 6-- Z' MIN. C� R. TO .EDGE NAILS TO EA. SIDE 7R} REQUIRE EDGE SLK'G i
OF JOIST NOTCH � 9-- ROOF" SHT'G -- 1/2" Cnx
7 MIN. 2--HOLE DIA. 14- IF NOTCH OR HOLE � A.P.A. APPROVED
BETWEEN HOLES EXCEEDS 5O9*1 OF PL.. I PLYWOOD (U.N.4.) 3
8-- STUD WIDTH WIDTH, USE ST STRAPmgm 1O=- FLOOR SHrG -- 5/8" COX
5 9-- MAX. 40ro STUD WIDTH EA. SIDE OF PL. A.P.A. APPROVED
NOTCH 0 LION--8R'O 15w- A.B.'S PER FLAN g PLYWOOD (U.N.t3) rUP o� Ca�+tt��nE
WALM- MAX, 25X IS- IF NOTCH OR ROLE ! It- DIAPHRAGM NAIL'G TO HEADER
WIDTH NOTCH 0 , EXCEEDS 1/3 of PL. .. BE S FOLLOW s> wITTtI STRINGER A` ' H A"DER AND BASE 6_j
EXTERIOR OR BR c WIDTH, LOCATE A.B.
WALLS WITHIN 12" OF EA. SIDE BOUNDARY: 6" O/C(U<N.4? )
OF NOTCM OR HOLE « 0 ROOF f MMR, s 1-» MIN, 3/4•• PLYWOOD
7 2 6 1$ 12 PLATE,
E, LINES,
CHORDS, � 1 (UA4.0. BY ARCHITECT)
Ai0.'�iK6
1EI ON PLANS 4 Put 5-- 6�5I s STRINGER PER STAGG.
9 HOLE
,IL�a�sT � EDGES: 6" O/C (U.N.O.) � z�c CONT. PLATE .
:- ® ALL BEARING ENDS & ARCW 5"- 2Xt2 STRINGER AT 16"
D NO H LE ALLOWED � � I EOMS OF EA. PLYWOOD O) C
-- 1 I SHEET 6- 06L JOIST OR SLK'G
T THIS SECTION «° FIELD; .Rt7aF 12" O/C,? 2X8 F/.# AT t6" D.C.
-�-�� PLAIN TOP PLATE FLOOR 10" O/C 0 ALL 2 3
13 I INTERMEDIATE BEARING
NTS, ALL NAILS TO NOTE.. NO OVERCUTrING .OF
11 I HALVE MIN. EDGE STTtII3GERS
DISTANCE 5
12-� DBL; JOIST' OR BEAM
NOTCH do HOLE PLAN � SILL PLATE TYPICAL, PLYWOOD LAYOUT PER PLAN
0 STUD 13- 08L HEADER JOIST OR LAM 6 7
Z5 1� 16 14-' TAIL JOIST
1S••- APPROVED HANGERS
T $ __ _ _ . I I 0 HDR. JOISTS
-�I..._ ..,.. 1G�- A€'I'Ft. HANGERS
DRILLING & NOTCHING DETAILS � � I TAIL JOISTS > 6-V' STRINGER AND LANDING
LONG
Ll _ 20 17-(3) 16d TOE NAILS L� t�
TAIL JOIST < 6 -- V'
1-� SILL. PLATE LONG
+». ..«.ter..+.++ ♦ f f' ♦ ♦ A f P ♦ ♦ .
2 2X6 OR Z(4 STAGG. 18 I2 18-- EDGE NAILING 2 2 ♦ ` '
g _ ygS�'3'i��lyD WALL #9y SEE PL
AN
} AP't�}+Ft OPEN'G
3- ei" Max. 20- f sC'. 2 SAYS O ♦ ♦ 4
4- SHEAR PANEL 1 y 14 BLXG WITH C3150 3 �
& 4 'z 5-- PIPE
EACH END
4 a ♦ • f
17 ♦ 5 e 5
f o r a ♦, f e • s•
1- R/R lift TRUSSES 3�- PLYWOOD W/ E.tt TO 5- SIMPSON MSTA36
{Pf2OVft'?>w R/R OR 2X L.EDGER STRAP 80TH SIDES P#20 EEN ROOF
Ti'lUSSSFS TO STACK 4-� 2X LEDGER W/ 16d's G- CHIMNEY t;HAS RO W/ E RfaAF�R5�
ELEVATION # 1g EACH W3E) AT W tsIO.T4 8LK'G fRAMiNG
PLUMBING� SHEAR WALL DETAILS PLAN \AEw TYPICAL oPEIrIING IN PLYWOOD � 2x �L�=� TV. �� �L�I s�I�
PLYWOOD DIAPHRAGM DETAILS ROOF FRAMING j.:&c 1 TO STACK
1- WOOD STUDS AT MAX. 3-- VENEER TIES, CORROSION HOOKS.M.__ DS 4d q 1-- CUT. HOLE IN PLYWOOD
O.C. RESISTANT WIRE, MIN. 12 R 2 t/2 "MIN» ONLY AS. REO-0 TO
GAUGE, LOOPED THROUGH
2 REINFORCEMENT, NOT LESS MESH, WIT#4 LEGS OF MIN. INSTALL FIIROMI>x+/
7
' THAN 2"X2"X#6 GAUGE 15" LENGTH BENT AT � z AT ING S RE00
GAL V. WARE MESH, 2 PLY RIC44T" ANGLES. LAID IN c°`v � � .., ..2- SECOND FLOOR
' WATER --PROOFED PAPER MORTAR JOINT: PROVIDE 90` OOX 1X 180 F O0X 3. FLOOR DIAPHRAGM des
BACKED. ANCHORED TO
f. ., FOR EVERY 2 SQ. FT, OF R '.td fos' I�2 I<v #$ INCLUSIVE 4- 2>t I'T.00iR JO€SY AS
WOOD STUDS WITH 2
3 STONE VENEER A SPLf�SR- 4d fpr' e�tad LARGER I
GALV. STEEL WIRE VY/ {3} Sd
t FURRING NAILS AT 4" 4- STONE VENEER AS PER d MA5 PER STUD
1 O.G., AND AT TOP AND ARCHITECTURAL S (24" exam.) 4 5 - "BALLOON" FRAMED Wfiit
BOTTOM WITH NOT LESS (IV' MAX, THICKNESS)
3
. THAN 8d COMMON NAILS „
AT 8" O.C. 2 GALY. NAILS WITH MIN.
1 1/6" PENETRATION s
2 6-� CEMENT GROUT, MIN. 1"
THICK
STONE ENEE TO .STUD FALL CONNECTION
. f REINFORCING AR DETAIL 2 DETAIL CO FLOOR FRAMING
fz
MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF-1R
Note: Lowdse residential buildin s subject to the Standards must contain these measures regardless of the compliance approach used.
Items Marked with or 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:
�c 150(a): Minimum R-19 Ceiling insulation.
X
150(b): Loose fill insulation monufacturer'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 floors.
X
150(I) : 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 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 sealed.
X
150(g): Vapor barriers mandatory in Climate Zone 14 and 16 only.
N/A
150(f): Special infiltration barrier 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 foctory-built fireplace hove:
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.
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 loads calculated in accordance with ASHRAE, SMACNA or ACCA.
X
150{i): 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 have 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. Ali ducts and plenums installed, sealed and insulated, to meet the requirements of the 1998 CMC section
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 req irements of UL181, UL181 A, or U1181 B .
If mastic or tape is used to seal openings greater than 1 /4 inch, the combination of mastic and either
mesh or tope shall be used. Building cave ies 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 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 s tems serving conditioned space have either automatic or readily accessible,
campers.
X
manually operated
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 light. (Exception: Non -electrical cooking appliances with pilot <150 Btu/hr)
X
Lighting Measures:
150(k)l.: Luminaries for general lighting in kitchens shall hove 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 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 Sec 150(k)2; and recessed ceiling fixtures are IC (insulation cover) approved.
X
c14.8 General Requirements
05.8.1 Notes to be placed on the plans:
06.8.1.1 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.
c17.8.1.2 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(a)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.
1912501k9fem
CERTIFICATE OF COMPLIANCEi RESIDENTIAL Page 1 CF-iR
Project Title..,...,... PROPOSED PEREZ RESIDENCE Date„ 06/13/05 06j47iO3
Project Address.,.,.,,. 2046 S BIRCH STREET ---------------------
SANTA ANA *v6,01* I _ _ I
Documentation Author... Christopher S, Leighton *liE***)K
Terry Engineering i ��
13691 Red Hit( Ave, I Plan -Check Date 1
Tustin, CA 92780 1----------------- 1
(714) 838-1124 1 Field Check/ Date I
Climate Zone...,,.,.,.. 08 _____________________
Compliance Method...... MICROPAS6 v6,01 for 2001 Standards by Enercomp, Inc,
I MICROPAS6 v6,01 Fife-S0504190 Wth-CTZ08S92 Program -FORM CF-iR I
I User# _- -MP0206 User Terry Engineering Run -PROPOSED ______
PROPOSED PEREZ RESIDENCE I ____
GENERAL INFORMATION
Conditioned Floor Area,,,.,
1822 sf
Building Type ..............
Single Famity Detached
Construction Type .........
Existing Plus Addition
Bultding Front Orientation,
Front Facing 90 deg (E)
Number of Dwelling Units.,.
1
Number of Stories.....,...,
1
Floor Construction Type,..,
Slab On Grade
Glazing Percentage..,,,....
12.4 % of floor area
Average Glazing U-factor.,,
0.87 Btu/hr-sf-F
Average Glazing SHGC.......
0,7
Average Cel(Ing Height.....
8 ft
BUILDINGSHELLINSULATION
Component
_
Frame Cavity Sheathing
_
Totat Assembly
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 Cell
Watt
n/a R-0 R-n/a
R-0 0.386 Existing Ext W
Wall
n/a R-13 R-n/a
R-13 0.088 New Ext Watt
Door
n/a R-0 R-n/a
R-0 0,330 Exterior Door
SlabEdge
n/a R-0 R-n/a
F2=0,720 Covered
FENESTRATION
------------
Over-
Area
U-
Interior
Exterior
hang/
Orientation
<sf)
Factor
SHGC
Shading
Shading
Fins
____________________
Window
Front
(E)
_____
9.0
______
0,870
______
0,700
_______________
Standard
______________
Standard
-----
None
Window
Front
(E)
15.0
0,870
0,700
Standard
Standard
None
Window
Right
(N)
15,0
0,870
0.700
Standard
Standard
None
Window
Right
(N)
15.0
0.870
0,700
Standard
Standard
None
Window
Right
(N)
15.0
0.870
0,700
Standard
Standard
None
Window
Right
(N)
15.0
0.870
0.700
Standard
Standard
None
Window
Left
(S)
15.0
0.870
0,700
Standard
Standard
None
Window
Left
(S)
6.0
0.870
0.700
Standard
Standard
None
CERTIFICATE OF COMPLIANCEi
RESIDENTIAL
Page 2
CF-1R
Project
Title,.,,...,.. PROPOSED PEREZ RESIDENCE
Date .06/13/05
0& 0 03
I MICROPAS6 v6,01 File-S0504190 Wth-CTZ08S92 Program -FORM CF-1R I
1 user#-W0206 User -Terry Engineering Run -PROPOSED PEREZ RESIDENCE I
-------------------------------------------------------------------------------
FENESTRATION
------------
71=
Area
U-
Interior
Exterior
hang/
Orientation
(sf)
Factor
SHGC
Shading
Shading
Fins
-----
Window
Left
(S)
9.0
0,870
0, 700
Standard
Standard
None
Window
Right
(N)
15,0
0,870
0.700
Standard
Standard
None
Window
Right
(N)
4.0
0.870
0,700
Standard
Standard
None
Window
Right
(N)
15.0
0,870
0.700
Standard
Standard
None
Window
Right
(N)
15.0
0,870
0,700
Standard
Standard
None
Window
Right
(N)
4,0
0.870
0,700
Standard
Standard
None
Window
Left
(S)
15.0
0,870
0,700
Standard
Standard
None
Door
Left
(S)
40.0
0,850
0,700
Standard
Standard
None
Window
Left
(S)
4.0
0,870
0.700
Standard
Standard
None
SLAB SURFACES
-------------
Area
Slab Type (sf)
Standard Slab 1822
HVAC SYSTEMS
i
Refrigerant
Tested
ACCA
Equipment
Minimum
Charge and Duct
Duct
Duct
Manual
Thermostat
T�pe
Efficiency
Airflow Location
R-value
Leakage
D
Type
-___7-------
Furn4ce
____________
0.800 AFUE
_______ ___________
n/a Attic
_______
R-4,2
_______
No
______
No
__________
SetBack
ACSp
(t I t
10.00 SEER
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 (gal,) R-value
Sto;aoe -- Gas Standard 1 760 50
CERTIFICATE OF COMPLIANCEi RESIDENTIAL Page 3 CF-1R
Project Title.e ......... PROPOSED PEREZ RESIDENCE Date.,06/13/05 061 47t 03
I MICROPAS6 v6,01 File-S0504190 Wth-CTZ08S92 Program -FORM CF-1R i
iUser# -MP0206 _ _ User Terry Engineering Run PROPOSED PEREZ RESIDENCE ______I
_--_
COMPLIANCE STATEMENT
This certificate of comptlance lists the building features and performance
spec I f I cat I ons needed to comply with Title-24, Parts 1 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, When this certificate of comptlance is
submitted for a single building plan to be built in multiple orientations,
any shading feature that is varied is indicated in the Special Features
Modeling Assumptions section,
DESIGNER or OWNER DOCUMENTATION AUTHOR
Name. , . , --______
Company, MSRENEPEREZ
Address, 2046 S BIRCH STREET
SANTA ANA CA 92707
Phone „ -------------------
License - ________________
9
(date)
ENFORCEMENT AGENCY
Name, , , , Terry Engineering
T i t l e, , , - - f36J'fi�e,d'HiMiR-venue____
Agency, ,----- '1tr MIK- -92706------
--n4r,M-l174-------
_________________________
Phone. , _-_-_----
_
Signed,.___---__ ---
(da
Name.... Christopher S, Leighton
Company. Terry Engineering
Address. 13691 Red Hill Ave,
Tustin, CA 92780
Phone, , . (714) 838-1124
k
Signed.. --- • _�!'_
( date)
UPON COMPLETION OF CONSTRUCTION+ CONTRACTOR SHALL
OBTAIN CF-6R FORMS FROM THE CALIFORNIA ENERGY
COMMISSION ATi www. energy, ca. gov/title24
(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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Date:
06-13-2005
Scale:
AS NOTED
Drawn:
CL
checked:
JT
Plat Date:
06-13-2005
Job Na:
050419
sheet:
T 24