HomeMy WebLinkAbout10247825.pdfLEGEND,
lms,
�'TE PLAN,
"' 2MOOR PLAN,
.rip
3-E7,EVATIONS/SECTIONS,
4-ROOF PLAN*
t
5-FR, AMING PLAN,
6-FV
'"'UNDATION PLAN,
7-DETAIL SHEET S1,
8-TTt� - 2 y,.
AND PPL I DTI
.5FECIFI-CrATION5
CONCRETE:
25poft! TYPE V CEMW WITH MIN KH 5TF06TH AT 26 DAYS FOR M409 SLABS, am ooj
14piP'M"IATL7WWIITOWITH 21) DAYS FOR ALL OTHER C"RETE (WO.).
WILM
r;STMI'N"ri% NOTED ON PLAN.
C04M -10INTS IN %A5S,%W1 IX AS SH" 4A AS DIRECTED 1W THE
COCOLVO ENSINEER (IV X IV MAAKIM GRID.)
STEEL: REINFORCINC
ASTM A615 GRAM 60 FOR ALL TYPICAL BARS. ASTM A106 SRAVE 60 I"OR
ANY BARS TO BE YIELDED. PROVIDE 400AR DIAMETER LAPS AT ALL SPLICES
PARE MESH REINFORCINl
%IALL WWOW MT14 ASTM A5270. MV* SHALL BE POSITt0NW
AT THE CENTM UNE OF SLAB.
ANCHOR BOLTS:
ASTM A301 WITH STNOAM HOOK
FOOTINC-75:
%ALL REST ON AMW
IN OfON T FIW,INDICATED WI$TUIjlA%HIOIL
Nee =61
RE FILL
T A MFM 1000 PW
Be SOILS WORT Sys WA FOR RSCO*lkM.
6LA55 AND OLAZI�4-7-,
SHALL WWORM Pi CHAPTER 24 Of THE UNIFORM OUILDIW CODE.
&LUED LAMINATED BEAMS:
COMBINATION 2400E-V8 FOR CANTILEVERM OR CONTIMM BE" AND
2400r-M FOR swLy swromm mAms wzqs oTHERmsE &" ON mmws. (se smzz taws}
DRY CONDITION OF LW IS SIMPLY ASGWED. USE W67M SMIESAWD MY.
THE PORTION OF BE" OR PART OF'W" W05W
BOLTS:
ASTM AWL Wiliff.-CTIONS Nar DETAILED SHALL COWOW NTH A1% SPECIFICATIONS. SEE STRICT. mos.
STRUCTURAL STEEL:
W--% OTHERMSE INDICATED ON STFWTLNR& MANS STEM SHALL CONFORM NT14 ASTM A-%. FABRICATION
AND ERECTION SHALL COW-M WITH AISO SPWIFICATION. A CZRTIFICATE OF
FAMCATION'MM THE SHOPPWOI"146 HWHO, OR ARWMFWMTHE
SPECIAL IN555P WTOR MAST SE MANOW. 10 THE r;
NELDINO:
%bNLL CONFORM WITH AMERICM WaDINS SOCIETY SPECIFICATIONS NO SECTION 26-6 Of
U% STANDARDS. FIELD Ha DINS REWIRES 11�%TION BY A RESISTER
I HELD VEIRMY IW.+WT(R AL MSOLL W W
131
`L I &H T G E '-,5 -TTEIEL,
WilillOW! WITH ASTM SPECIFICAVONS
H I 6H5TRE-NC7THBOLT5:
MWIRZ SPECIAL INSPECTION BY SPECIAL DEFM INSPECTOR
METAL STUDS,: wA
& ALA. SHALT
"01'51~
.l. BE WEAR OR SCRO�ALE
tr
F -MIMMW $T= BVILDIN66-
RE
SHALL BE MC710 PRAte TYPE AND SHALL C*fM WITH PROVISIONS OF THE
Oka; 16
*L 'ONS WN
M P 6%-, AE W1 MAP=&
SOS'W � TMOT I N' 19 E
FOOD STUD NALL5:.WA
57VOS SHALL EE 2 X 4 AT 16 INCHESONZXNTER UNLESS OTHERWISE INDICATED. STUDS AT
WALL USINS 2x DS 4 67V
r.
ROOFIN&:
MATCH INSTALL PER U-15EXISTINS4. . ROOF MATERIAL.
LUMBER:
MESS OTHEMW INVICATM ALL RAFTERS, RftINS JOISAZNwfW
AM POST Wt 5UM, FIR. to,%
SHALL W 61
FLYHOOD:
PERWTYPE: E'154 :ELECT PLBG
NIECH GRA7DING
PEA IT'
Planning Department
OCCGROU!-
Fire, Depc-artment
CONSTR.TYP
CODE EDITION
Police Department
FLOOD ZON
FLOOD ZONE CERTIF. REQ'D YES 60D
Grading Permit
MICIROFILM YES NO
RAD 1 14,71, BARRIER 0 ROOF YES
C ounty of Orange Health Depa
RESIOLNTIAL DE%E FEE YES
El
Cal/OSHA
SCHOOL DISTRICT YES NO
THE GENERAL. CONTRACTOR SHALL BE-nSPONSISLE FOR THE-
1. ALL EXISTING FLOOR, WALL, STEPS AND. fiiilileAL AND Rept.Ademew OF ALL oAmAew STRUCTURAL
CEILIN& AFFECTED BY THE REMOVAL MEMOMRS DISCOVEAW.
OF OS,.ECTS SHALL BE PATCHED TO
MATCH EXISTIN&, UNLZ55 NOTED THE CONjjqAoToR SHALL Be RESPONSIBLE FOR ALL A55MTOS
OTHERHISE ABATEMENT IF EW,,oUNTr=RE0 OURINS COURSE OF WNSR44TION OR
2. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS DEMOLITION OF THE PRjC)JECT-
AND DIMENSIONS PRIOR To C.OMMEW.,IN67 ANY WORK
RAL NOTE AND NAILIN& SCHWULE
SEES, 19
rf
:;CT?tTHE
AND REPORT ANY ERROR, IW,01
OMISSION 01WOVERWTO THE.`ARCHITr Fj_AT jo-4RK p4lTmIN AREA or- NEW wNSTROoTION, SHALLSESEMOVED; G ?Ac5 6 7r
SHALL BE RMPONSIBLE FOR ALL q. ALL CONC.
CONTRACTOR
KAK AND MATERIALS INCILUIPINS, THOSE FURNISHM
L
By THE SUSCONTRACTOli
a. TI-r-- &MeRAI- CONTRACTOR WILL BE f;M0UIf;W TO
ASSUME Ani F LIABILITY FOR THAT AREA OF
rr1t rai n t
10
OF V101A
160i
rvetvB
6 ZOOS
Ittit- tat o t
at ag %gvaz I
'Gas
1 N G 'D W 13 10 1 1-1
'The 'TL
be 1held to
4MI4 Iz-
C.R.viz
D I SC��. ACT rUN TYPE,
R
Date
L A 11r, N F
(114)f567-2700
A"I'l n"a ids to fm`
CONSTRUCTION IN WHICH HE KNOP046LY DISCOVERS
&T
A
AN ERROR, OMISSION OR INCONSISTENCY IN THE PLANS
YET HE PROCEEDS WITHCONSTRUCTION OF SAID AREA
D FOR CONSTRU �F-
NITHOUT IMMEDIATELY NOTIPlYIN6 THE A5i!CT*AN0 CTION
0 g, OMISSION OR INCONSISTENCY. Xf
TIT RW SAID 'T qILLW I& THE MEANS OF CORRECTING
T QUIRED FOR
$0 ARATE PERMITS ARE RE
ERRORS. PIZ
G L MECHANICAL PLANS
LECTRICAL, PLUMBIN
PLAP43 Z I- V't') C 0 sm ris 0
SITE P A ftt of:plaftS and speeffiCatiOnS List be kept on the job 20
M the Job Mr, 8 DIP. ��12;31
DIMENSION ARE TO FACE OF STUD at all, 9 a and it is unlawful to make any Changes or
4. ALL 0 0
written permission from the
-41teralons on same without
UNLMS NOTW OTHERWISE *.10-93 or
from the
City of Santa Ana. - A213A,
V
5. CONTRACTOR SHALL VERIFY ALL EXIST ANCHOR SOLT
e ofthis plan and specifications SHALL NOT
EXISTING ANC The Rcceptafic — C 1,
FOR CONFORMANCE WITH THE FOUNDATION PLAN GALL.--0UT- �ALUL NOT
b t
be held to peeranit oor be an approval of the viola ion of any
0
AM of any pt)csor State Law.
provislons of Alm-Y CiNOT
AZ
A es oat Abp Or'5 2005
cspieCOD
14j Cit
NO. C052030 yotSal7t
cc ERING
A PETRA ENGINE
NERAL O"�5 Ci'
EXP 1213114 4/7C
-wow
Date Issued 202 AMBLING DR
L BREACA 92821
530- S. EVERGLADE ST.
SANTA ANA,CA 92704
c
I
t
or-
.. 0' A E
.........�...« vev ........u+. v..r..nr..n•.. ........�r.,.....ar.«.aa.,.... .n..,.... .,w., .,n.z1. r......r v.a.✓.lsr � ' �.•
FLO-OR PLAN;
260 SQ:FT
FS��,�, M
TOTAL ADDITION
SCALE;'/a )= p_0" . Co T- A4, a FOOTAGE = 440 SQ FT
FLOOR PLAN NOTES,. � � �,�� � IRO i�rst
NEW. 2X4. STUDVA LL ' V
. A
EXiSTI�vG STUD WALLt . ` OF C
E: EXISTING
N: NEW
,w _
wr
w..v_
ELECTR.IC.AL NaTEs PETRA ENGINEERING
I • SWIT 202 AMBLING DR.
4
-NO A AD-DI,Tl
BIREA,CA. 92821
LET AT
m
12" ADO , 714-2579616
A
530- S. EVERGLADE ST.
_ ... �, - �r ' Y✓Y YY(41 •Y:tY Y1'i:t ,. "�•
A
Wi
. ........ ............. �g
Ty f
Si5c
L
—L:Ej
10
/— 1—c> � FL ct � �
45
0101i
c ti
r
.00
3
13: try sslo)V4
'SE TION�S-
_0"
SCALE :
'SIONA
em
cr 1311
i NOTES, ECTION NOTES:
EVATIOD
W ZXXIDGE BEAM'
NEW OF LINE RHEA THING
QFC
ISTING ROOF PLYWOOD ROOF
2-
FINISH ER
-3- 7/8-STUCCO 3- =ROOF RAFT
F MATERIAL 2x.CEILING JOIST
4- ftQO1
IN <,7.7, PSF. OF
V 10 is�j )NC.TILE So 2X'FASCIA
c(
6- EXTERIOR
-5 ATTIC VENT, PLAIT ER
OF VENT. UDWALL
6� 141i,X V:Ro 7- 2X4 ST
I _4 ALL WITH F.SILL PLATE wt aW 8., PTID -SCALE /V= F
ov,
'IX4 TOPi
PETRA ENGINEERING
W '60 L SICREEN. PLATES
7- 'LINE OF cEIIANG. 11/;�.' DRYWALL 202 AMBLING DR.
6OR CONCRETE SLAB
D -- 4" NO, 0062M
Wyl, 00�4e S.'.:,GARAGF I I
OF SLOPE 4:42 '
9� RO 12- R-43 INSULATION
131; R-30 INSULATION BREACA 92821
T I
0
CIVM 714-2579616
530- S. EVERGLADE ST,
SANTA ANACA 92704
V 40, o
"T
, 11 rfi
ROOF
Wki NOTES
I -EXISTING ROOF LINE.
2-NEW ROOF LINE.
3-ROOF SLOPE: 4:12 TYP.
4-PROVIDE 26 GA. G.1 VALLEY FLASHING AT ALL
ROOF VALLEYS.
5-STRUCTURE LINE.
NOR:MA
530- S. EVERGLADE ST.
SANTA ANAqCA 92704
eONNEGr10N NAIL14
1. JOIST TO SILL OR 619PI K TOENAIL ..........:.:.. . .................. . .S-bd
2. BRI0,SINA TO JOIST, TOENAIL EACH END- ........ . . .. . . ...................2-ad
S, 1° X 6" SUSPLOOR OR LESS TO EACH JOIST, PAGE NAIL.- . .... . .. . . . . .2-66
4. A16ER THAN i" X b° WWLOOR TO EACH JOIST, PAGE NAIL ............ B-ad
p. 2" °SUMFLOOR TO JOIST OR 491RDER, BLIND AND FACE NAIL ...........2-1bd
b. AGt,E MATE TO "' OR $LOOK' PA}Gi: NAIL . , .... , .... fbd AT tb" O.C.
SOLE PLATE TO JOIST, AT BRACED Y4Al.L PANE . - ..... , .. f3) 1bd pER fb"
1, Top PLATE TO STUD, END NAIL. . ........ . .................. . ... . ............2-ibd
&: STUD To SOLE PLATE ............. ............................. 4-> b 2.1 %L OR
NAIL
4. DOUBLE "STUDS, FADE NAIL ......................... . ............16d AT 24" O.G.
1O. AOIJi3LE0 TOP PLATC0, PACE NAILL ............................. 16d AT W O.G.
DOUBLE TOP PLATES, LAP SPLiC............. . ......... • .. , . , , .......... , ... 6-16d
##. BLOGIGIN6 BE
7peEN JOIST OR RAFTERS TO TOP PLAT@, TOENAIL 5-bd
12, RIM JOIST TO TOP PLATE, TOE NAIL ....... ......................" AT 6" O.e,
15. TOP PLATES, LAPS AND INTERSECTIONS, PAGE NAII ............... . ... 2-Ibd
14, CONTIMaS HEADER, TAO PIECES ............................. 16d AT 1W O C"
ALONG EACH EDGE
15. CEILING JOISTS To PLATE, TOENAIL ............... . ......... . . ............ s-bd
16. CONT#NUOVS HEADER TO STOP, TOENAIL ........ ... . ... . .... . .... • .... , . , . , 4-ad
[I. 691LINS JOISTS LAPS OVER PARTIT10N$a FACE NAIL- - . ......... 5-16d
16. MLIN6 JOISTS TO PARALLEL RAFTS!", PAGE NAIL- ........... -0-166
IR, RAF MR TO PLATE, TOENAIL ........... ............................... . Z-bd
20. 1" BRAGS To EACH STUD AND PLATE, PACE NAIL- . .................2-ad
21, 1, X 9" SHEATHING OR LESS TO EACH SSEARINS, FACE NAIL .......... 2-8d
22. 1"#IMA THAN I" X 6" SHEATHIN9 TO EACH BEAR#N6, PAGE NAIL .... , 5-ad
25. WLT-UP CORNER STUDS ....................................... 16d AT 24" O.G.
24. E U1LT-UP 61RD911t AND MEA45.................... 20d AT S2" 04. AT TOP
ANG r 204 AT fOM E.N#7S AND AT
EACH SP le.16
1 23,. 2" FLANKS ......... . ............. ..... ..... . ...... . ...2-I641 AT @AGH IWARINO
• NOTE, eOMMON OR 809 NAILS MAY E}E USED (VXOJ
F
s
SHEAWWALL SCHEDULE
1997 U.13:C (Table'23-11-I-1)
MARK
Allowable
Sheathing and Nailing
Anchor Bolts
Sill Plate Nailing
Shear
At Upper Floors
$" A.B
16d @ Vox
t n
10
260 #/F`1`
3/8" STRUCTURAL RATED (BLOCK
ALL EDGES) W/ 8d COMMON NAILS
(�48" o.c
@& ocRN, I2"oxF.N.
3/8" STRUCTURAL RATED (BLOCK.
6/8" A.B
16d @ 4" ox
350 #/FT
ALL EDGES) W/ 8d COMMON NAILS
t@x 32" o.c
@4"oxE.N,12"ocRN.
5/8" A.B
16d @ -3"ox
490 #/FT
3/8" STRUCTURAL I RATED
(BLOCK ALL EDGES) W/8d
@a 24" ox
COMMON NAILS
@ 3" ox RN, 12" ox F.N.
5/8" A.B
16d @ 2" o.c
13
665 #/FT
15/32" STRUCTURAL I RAPED
(BLOCK ALL EDGES) W/ sd
16" ox
'.
COMMON NAILS
@2"ocE.N, i2"ocF.N.
A.B
dd 1( 2" O.0
14.
874 #/FT
IS/32" STRUCTURAL I RATEi}%"
(BLOCK ALL EDGES) W/ 10 d
12" O.c
OR 5/8" X7" LAG
10d
COMMON NAILS
BOLTS @ 12" o.c
•
Common
@ 2" o c E.N,12" o.o F.N.
Nails.
Sher Wall Schedule Notes:
1-Provide 3XSiII Plate With Nails Staggered For Shear Walls 12,13 and 14 When In Contact With Concrete.
'2-Where Sheathing Is Applied on Both Sides & Nail Spacing Is Less Than 6" ox, All Panels Should Be Offset To Fall
OzDifierent Framing Members OR Framing Shall Be 3X. MIN. (NOMINAL) And Nails On Each Side Shall Be Staggered.
3-Use 3" Nominal Or Wider Framing Member At Adjoining Panel Edges With Nails Staggered For Shear Walls 12, Q3 & 14.
4-Use 2" X 2 'X 3/16" SQ. Plate Washer At All Anchor Bolts At Shear Wall Locations Per Plan.
5-Use 16d Sinker Nails At Sill Plate Nailing. U.N.Q.
-rif-
7,77
_.,, . toLIOAT
0^'
5
IFIC'"""`�1% &-.1
5 R TUR L 5T EEL
CONCRETE: rA
OTIRWisOF
INDIGATI7 ON vi IlG1tA1 i�1,Ata iA!"i. GltrM Yii ii� A51M A"b.AEiGA1"14N
V GAIT WIT�I MINIMi1M S'11 1#STH AT 26 DAYS FOR FLOOR, SLAM, � (U N.O � � i~R Mi,F#FROM ,r! TYt"tV GAIT WITH MINIMUNt STI TH AT ?& DAYS FOR ALL OTHi~R (U.IV O _ L 1� Tt'?ft MUST �
.. PSi TYPE �. C ��Ie aw�eb{ '�d-o-�' �k .
NO *:at G1A! IN�P cr10N OR Ti Til R�IIR N NOTE ON E' r �� cad -� :, I1 C :
EL
CiTil..iO1NT5 INLABra, �►t�,asi. i A' .` A l�i>TIwD By T
tJ F M hIiTH MGAH ICJ.DINS a�OGiE1Y 9%. IFICA'I M W S GTION 26-8 OF
G�.TIN6I:I►iNFt 15 X 15 MAXiMIi
"' '" { I ATt{J IN6 �Y A IISi
REINFOR
ASTM A615 SRAM 60 FOR #" 'iYPIC,& BARS ASTM A'i06 FftI�DE 60 FOR
ANY BARS TO BE Wa= 4a0j R,DIAM ER LAPS AT Asi,.l. SK
I4IRE ME IN REINFORCING �►`i"UD �l>� L : A
NFORM WITH ASTM A62-"IO. MMH SHALL IM POSITi ? I OOI
' :ON�GEN'1' �"� D"���,WI� INDiGATL'�'3: aTiIC?S AT
A M � LINE OF SLAB.
S 1k �aHAIL BE 2 X 4 AT 16 IW-4 pR.oapLe KZL U51NC 54 i iI _
pI. IIN6 Ala W 2`X 8, T I6'i
- v ANCHOR BOLTS:
ASTM AW1 WITH STANCJAI D Ht 6JK,
FOOT IN65:
S�yqu REST ON FIRM, MST NATi & 5014 OR Af"1'I'#QVCV GOMF'AG1w FILL
AT A MINIMUM D��l'H INDIGATB� ON � �Nf�a. C�I+1aN SOIL PRt-SSIJ[� � IOUO P5F
SEE SOILS ITT BY: WA FOR REC4MMMATI06.
•` 'ova
j'�
0 f flxe r
fi ! .l"# n
FRAMING N-0 JG ES `f
RC30F SHEATHING
" F.A RATED SHEATHING, WITH PANEL INDEX. OF 24/0, EXPOSURE l� P
f
15i32 A �..�
R WITH 8d COMMON NAILS AT 6" O.0 AT EDGES AND BOUNDARIES,
OR EXTERIOR
AND AT 12" O.0 AT FIELD AND PANEL EDGES BLOCKED.
FLOOR SHE,A1"HING EXPOSURE I `�j t
22/32" A.P.A RATED SHEATHING WITH PANEL INDEX OF 40/24, `
OR EXTERIOR T & G, WITH 10d COMMON NAILS AT 6" O.0 AT EDGES AND G
s. DOES BLOCKED. -
BOUNDARIES, AND AT I2 O.0 AT FIELD AND PANEL E; '
ROOF AND FLOOR SHI'sAriliNG NO`I'i:5: # -
I -USE RING OR SCREWS SHANK NAILS AND GLUE SHEATHING TO FRAMING
USING ADHESIVES Ml-3 rING APA SPECIFICATIONS AFG-01 OR ASTM D3493
I'IUNS .
2-APPLY GLUT; IN ACCORDANCE WITH MANUFACTURER RECOMMENDA
AS AN ALTERNATE 1-0 USING 10d COMMON NAILS.19
3-itEFER'r0 NER.l08 FOR INSTALLATION AND CONDITION OF USE.
4-ALL STRUCTURAL RATE PANELS MUST BE S`rAMP13D BY AT Li.AST'
ON1's OF THE FOLLOWING AGENCIES' I'FS/ ECO. APA, OR I'ITSBURG.
WALL FRAL41NG
I -NON BEARING WALLS:01
*2X4 STUDS AT 16" U.0 WITH MAX. HEIGHT OF 14'-0
*2X6 STUDS AT 16" O.0 WITH MAX -HEIGHT OF 20'-0" LS SHOULD BE HIGHER THAN I4'-0" .s w M O
*NO MULTIPLES OF 2X4 STUD WAL�C
2-BEARING WALLS:
*2X4 STUDS AT 16" O.0 WITH MAX.HEIGHT OF IU'-0°'
-
*2X6 STUDS AT I6" O.0 WITH MAX.HEIGHT OF 101-U"
OVER iti'-0" SHALL BE SUPPORTED BY CALCS.
BEARING WALLS O
CONSTRUCTION PER U.B.0 TABLE 23-I-# I
3-WALL C VB
---
LUMBER GMPES 44t HOL-
*DFL #/2 FOR: 1-4X4 TO 4X12 BEAMS AND HEADERS. �4
2-2X. JOISTS/RAFTERS. V
*DFL#I FOR: 1-4X14AND UP.
2-6X. BEAMS AND HEADERS,
*STUD GRADE OR BETTER FOR: I- 2X. STUDS. q "
2-TOP AND BUT. PLATES. •�
(MUD SILL PLATE TO BE P-T) { 2X6-ROOF RAFTERS AT 16" O•C
MANi�FACTitRED RUOF TRUSS ES ZX8 CEILING JOISTS AT 16" O-C
*ALL ROOF TRUSSES SHALL BE DESIGNED BY TRUSS MANUFACTURER, AND 4q>2X8 ROOF RAFTERS AT I6 0-C
SHALL SUSTAIN VERTICAL LOADS AS WELL AS LATERAL LOADS OR ANY OTHER LOADS 2X6 CEILING JOISTS AT 16" O-C
4>
REQUIRED BY THE TRUSS DES
IGN ENGINEER,
*ALL R(70I TRUSSES -SHALL BE BRACED AT THE TOP AND BOTTOM OM CHORDS AS DEEMED
NECESSARY.AN
OF ID
,
AIN
/Vu IL T03et�\ w W t b� 19- -14J?5 O.V t.°,Ui.CrA �"A SCALE: '/4"-. � l -O" ,
vnif TV" ATlQN NOTES
1-AIL CONTINUOUS EXTERIOR FOOTINGS TO HAVE 518" DIA. X12" A.B
WITH 7" MIN, EMBEDMENT INTO CONCRETE @ 72'O.0 UNLESS NOTED
OTHERWISE ON THE PLANS,
2-LOCATE I -A.B WHITIN 12" FORM THE END OF THE SILL PLATE OF THE
SHEAR WALL, AND 1-A.B AT EACH SIDE OF ANY SILL PLATE BREAKE
WITH 6" MIN. END DISTANCE.
3-PROVIDE MIN. 2-A.B PER SHEAR PANEL.
4-ALL INTERIOR NON SHEAR WALLS TO HAVE HILTI X-DNI WITH A MIN.
PENETRATION OF 1_1/4,, INTO SLAB, � AT 241, O.C.INSTULATION PER
ICBO. # 2388, NOV. 1995.
5-PROVIDE MIN. (2) #4 BAR AT TOP AND (2) #4 BAR AT THE BOTTOM FOR
ALL CONTININUOUS FOOTING IN ADDITION To (1) 94 BAR FOR ELECTRICAL
GROUND. LOCATION TO BE VERIFIED BY EL-
ECTRICAL CONTACTOR.
6-PROVIDE #3 X 24" DOWELS AT 241, O,C AND 12" FROM THE CORNERS AT
ALL CONCRETE STOOPS AND PORCHES.
7-V ; ERIFY MINYOUNDATION DEPTH, WIDTH, REINFORCING STEEL WITH
I ANY MORE RESTRICTIVE THEY SHALL
VA
SOILS REPORT AND IF
SUPERSEDE THE ABOVE MINIMUMS. WITH #3 BAR AT 18" O-C
8-ACTUAL SLAB THICKNESS SHALL BE 4" MIN
EACH WAY.(UNLESS NOTE OTHERWISE)
9-VERIFY HOLDDOWNS AND ANCHOR BOLTS LOCATIONS WITH ROUGH
FRAMING IN ORDER TO INSURE PROPER AND ACCURATE INSTALLATION -
10-;kLL HOLDDOWNS SHALL BE TIED IN PLACE PRIOR TO FOUNDATION
OR FOOTING INSPECTION.
I I =ALL HOLDOWNS AND ANCHORS SHALL BE INSTALLED PER SIMPSON
STRONG TIE SPECIFICATIONS AND REQUIRMENTS,'ICB0 REPORT NO 1211 BE 8" FOR RECEIVING HPA, S.
AND 4448. MIN.CONCRETE WIDTH SHALL
12.CONCRETE STRENGTH TO BE MIN. 2500 PSI. (U-N-O)-
13'FOUNDATION SHALL BE EXAMINED AND CERTIFIED IN WRITING BY
THE PROJECT SOIL ENGINEER PRIOR TO INSPECTION AND PLACEMENT
OF CONCRETE. WASHERS FOR ANCHOR BOLTS AT SHEAR WALL
14-USE 2"X 2" X 3/16" PLATE
LOCATIONS.
15-TO REPLACE MISSING OR MISPLACED 5/8" A.B, USE 5/8" THREADED RODS
EMBEDDED MIN, 5/2" INTO CONCRETE WITH SIMPSON STRONG TIE SET
EPDXY ADHESIVE SYSTEM -SPECIAL INSPECTION IS REQIRED DURING
INSTALLATION.APPLY ADHESIVE PER MANUFACTURERU, S
RECOMMENDATIONS.
bo
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P-4ker 17-1\ co-il-l"j.
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6*
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k-.
ox (s. fkvlK A" 4p
N- ce"AA L_
1,
EDGE NAILING
2.
ROOF SHEATHING — MUST
EXTEND TO BLOCKING
3,
FULL HEIGHT BLOCKING
4.
A35, SEENG TABLE FOR
SPACI
5.
SHEAR PANEL, SEE PLAN
6.
2X ROOF RAFTERS
7.
STARTER BOARD PER
ARCHITECTURAL DWGS.
8.
SIMPSON Hl CAN BE USED
&'z AN ALTER�ATE TO
%,IPSON A35 s
ONE
c 0.6v s
C,LIFOOOA F_F,6LPqjjjJ
SHEAR- TRA NTSFER
I TYPICAL ROOF RAFTER PER
PLAN
, � I' .f� 1. BEAM, SEE PLAN. T 4 13 6 2. 2X FASCIA BOARD
2. SIMPSON ST6224 EACH SIDE 3. 2X FLAT BLOCKS W/ 16d's 0
OF BEAM TO POST FOR 6X 4" O.C. TO PLATE BELOW
AND 8X BEAM'S; ST22 FOR 4. ROOF SHEATHING
4X BEAMS,
5. EDGE NAILING
3, POST, SEE PLAN. (5)6• 2X FLAT OUTRIGGER 0 24"
'6
7•4. ALT. TO STRAPS USE 2X O.C.
KING STUD EACH SIDE OF 71. (2) 16d's PER CONNECTION
BEAM TO POST & NAIL W/ 8. SEE PLAN FOR SHEAR PANEL
16dS CAD O.C. TO POST 181" MAX. TYPE AND LOCATION
& MIN. (3) 16dS TO BEAM.
ALTERNATE COND.A/ R�OF
L
NOTE: 7 RAFTE NEXT TO LL '/
7 6 - d's 0 O.C. TO TOP PLATE
ADD SHIMS AS REQUIRED
10. NOTCH RAFTER 0 OUTRIGGER
-j
•
END VI
POST & BEAM CONNECTION
1. RIDGE PER PLAN
2. PLAN AL ROOF RAFTER PER
3. LAP AND SISPL
DE ICE W/ (3) 16d
@ EACH
4. 2X BLOCKING
5. ST22 AT48" O.C.
6, USE SLOPE HANGERS
7. EDGE NAILING
8. PLYWOOD SHEATHING
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tj
NO A, ADDI ION
u
530- S. EVERGLADE ST.
SANTA ANA,CA 92704
7 ativU fk/l-/ W41
MANDATORY REQUIREMENTS
MF-1 R FORM
CF- 1 R FORM
III III II I SRM
1
MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF-1R
Note: Lowrise residential buifdin s 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(a): 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 wolfs or equivalent U-foctor in metal frame wails
(does not apply to exterior mass walls).
X
150(d): Minimum R-19 raised floor insulation in framed floors.
X
150(1) : Slab edge insulation -- water absorption rote 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/ExfiltroVon Controls.
1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage.
2. Fenestration products (except field --fabricated) hove label with certified U-foctor, 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.
A
150(f): Special infiltration border installed to comply with Sec. 151 meets Commission quality standards.
N%A
150(e): Installation of Fireplace, DecoroUve 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 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 foods calculated in accordance with ASHRAE, SMACNA or ACCA.
X
150(1): Setback thermostat on all applicable healing 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 intemol/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 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 a liable re q irements of UL181, UL181A, or U1181B .
If mosUc or toe is used to seal openings g�er than 1/4 inch, the combination of mosfiic and either
mesh or to a s, all be used. Building covi�'es 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 backdroft or automatic dampers.
3. Gravity ventilating systems serving conditioned space hove either automatic or readily accessible,
manually operated campers..
X
114: Pool and Spa Heating Systems and Equipment,
1. System is certified with 78 X 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, spo heaters or household < cooking appliances hove 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
Iumens/watt or greater for general lighting in kitchens. This general righting 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
c15.8.1 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.
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 loco0on 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 Port 6. The certificate shall also state the manufacturer's name and material identification.
CERTIFICATE OF COMPLIANCEi RESIDENTIAL Page 1
CF-IR
Project Title.... , ..... PROPOSED RODRIGUEZ RES Date, . 11/23/04 17i
23i 18
Project Address......., 530 S EVERGLADE STREET *Xw*Xx*----- --------------
-
SANTA ANA xv6.01* I
Documentation Author,., CHRISTOPHER S. LEIGHTON )K*)*** * 1 BTerry
Engineering 1180 Vn4CZh;eck-7_
Velq*i l
E Main St Ste 150 1 P
Tustin, CA 92680 f
-Check/Date
- I
(714) 838-1124 I Field
I
Climate Zone........... 08 -------
Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp,
Inc,
I MICROPAS6 v6,01 Flle-SO408150 Wth-CTZ08S92 Program -FORM CF-iR
I
i User#-MP0206 User -Terry Engineering Run -PROPOSED RODRIGUEZ RES
I
GENERAL INFORMATION
-------------------
Conditioned Floor Area..... 1880 sf
Bud ding Type, ............. Single Family Detached
Constructloh Type ......... Existing Plus Addition
Building Front Orientation, Front Facing 270 deg (W)
Number of Dwelling Units.,, 1
Number of Stories.......... 1
Floor Construction Type.... Stab On Grade
Glazing Percentage......... 20.8 X of floor area
Average Glazing U-factor... 0.82 Btu/hr-sf-F
Average Glazing SHGC....... 0.7
Average Ceiling Height..... 8 ft
BUILDING INSULATION
-SHELL
Component Frame Cavity Sheathing Total 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
Wall n/a R-0 R-n/a R-0 0.386 Existing Ext W
Watt n/a R--13 R-n/a R-13 0. 088 New Ext , Wa t t
Watt n/a R-O R-n/a R-0 0.322 Existing Gypbo
StabEdge n/a R-0 R-n/a F2=0.720 Covered
StabEdge n/a R-0 R-n/a F2w0,550 At Garage
FENESTRATION
------------
Over-
Area U- Interior Exterior
hang/
Orientation (sf) Factor SHGC Shading Shading
Fins
Window Front (W) 27.5 0,990 0,740 Standard Standard
None
Window Right (S) 33.0 0.990 0.740 Standard Standard
Yes
Door Front (W) 20.0 0, 990 0.740 Standard Standard
Yes
Window Front (W) 1.6, 0 0.990 0. 740 Standard Standard
Yes
Window Right (S) 24.0 0.990 0,740 Standard Standard
Yes
Window Right (S) 24.0 0,990 0. 740 Standard Standard
Yes
Window Back (E) 7.5 0.990 0. 740 Standard Standard
Yes
CERTIFICATE -OF-COMPLIANCEt- RESIDENTIAL
-_____-____ �- --__Page 2-�---��-��CF-1R
Project Title.......... PROPOSED RODRIGUEZ RES Date„ 11/23/04 17123118
------------------------------------------
I MICROPAS6 v6.01 F`1te-SO408150 Wth-CTZ08S92 Program -FORM CF-1R I
1 User#-MP0206 - _ User Terry Engineering Run -PROPOSED �__-_-_
RODRIGUEZ RES I
-----�
FENESTRATION
------------
CERTIFICATE OF COMPLIANCEi RESIDENTIAL Page 3'CF-IR
Project Title....,...., PROPOSED RODRIGUEZ RES Date„ It/23/04 17123118
I MICROPAS6 v6.01 Fite-SO408150 Wth-CTZ08S92 Program -FORM CF-IR I
I User#-MP0206 User -Terry Engineering Run -PROPOSED RODRIGUEZ RES I
w_---------_.ww.----_w..w_w.----.rr.-----_-wawa-----------------w.«..rr.-w.----------w.w.----_---
SPECIAL FEATURES AND MODELING ASSUMPTIONS
------------------------------------------
Water Heaters with Energy Factors less than 0.58,
REMARKS
COMPLIANCE STATEMENT
This certificate.of compliance lists the building features and performance
specifications needed to comply with Titte-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 compliance 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
Mode IIng Assumptions section.
DESIGNER or OWNER DOCUMENTATION AUTHOR
Name.... NORMA RODRIGUEZ Nave.... CHRISTOPHER S. LEIGHTON
Owner. ,f NORMA RODRIGUEZ Company. Terry Engineering
Address. 530 S EVERGLADE STREET Address. 180 E Maln.St Ste 150
SANTA ANA CA 92704 Tustin, CA 92680
Phone... (714) 604-8073 Phone,..,. (714) 838-1124
i
Signed. , -_- _ __..-..___..-_ - - Signed, ,
-� (date)
_ (d to
ENFORCEMENT AGENCY
Name, , , , ------__--
T i t l e.. , ..___ fit► 3,uni5sk - -__
Agency.. ----- .;t'>t $t*-x Ca..i.12'�.-_..-..
Phone.., -------------------------
S I gned. . -_- -
date3
L
1
Over-
r5D F0
Area U= Interior Exterior hang/ C
Orientation (sf) Factor SHGC Shading Shading Fins 410
----------- - - ��r
Window ry--Back
_-< E1-- --3.0 -0.990 -0. 740 Standard - --- Standard-- -Yes �314�on rr
Window Back (E) 12.0 0,990 0.740 Standard Standard . Yes
Window Left (N) 36.0 0.990 0,740 Standard Standard Yeso: S.I
Window Left t N) 27.0 0.990 0,740 Standard Standard Yes vicleti
Window Right (S) 16.0 0,600 0.650 Standard Standard Yes s�v.
Window Left (N) 17, 5 0.600 0, 650 Standard Standard Yes
Door Right ( S) 16.7 0,550 0.650 Standard Standard Yes 0t
Window Right (S) 23,0 0.600 0.650 Standard Standard Yes
Window Back (E) 23.0 0,600 0,650 Standard Standard None
Window Back (E) 23.0 0.600 0,650 Standard Standard None
Door Left ( N) 42,0 0,550 0,650 Standard Standard Yes
SLAB SURFACES .
Area
Slab Type (sf) RV
Standard Stab 1880
Pool
HVAC SYSTEMS
------------
Refrigerant Tested ACCA
Equipment Minimum Charge and Duct Duct Duct Manual Ther tat
Type Efficiency Alrftow Location R-value Leakage D T
------------ ----_------------------------- ------- -------- ------
Furnace 0.780 AFUE n/a Attic R-4.2 No No Seta k
ACSptIt 10.00 SEER No Attic R-4.2 No No SetB k f
WATER HEATING SYSTEMS
--------------------
Number Tank Externs _
In Energy Size Insulation
Tank Type Heater Type Distribution Type System Factor (gat) R-value
--------------------------------- -------------- ------ -------
Storage Gas Standard 1 .52 75 R--12
FEATURES AND MODELING ASSUMPTIONS SPECIALO �
AZ
-- - -- - -
co
**w Items inthissectionshouldbedocumentedonthe plans,
**w installed to -manufacturer and CEC specifications, and a r''
*x* verified during p tan check and field inspection, EXRfb EXR 12/311
Mandatory Measures require a R-12 or greater external blanket on Gas Storage
O
UPON COMPLETION OF CONSTRUCTION] CONTRACTOR SHALL
OBTAIN CF-6R FORMS FROM THE CALIFORNIA ENERGY
COMMISSION ATi www, energy. co. gov/tItle24 .
1.
(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,
j *\
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No. 17014
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Data
11-24--2004
scatc
AS NOTED
Drawn:
JCT
checked:
JT
Plat Date:
11--24-2004
Job Na:
040815
Sh"L.
T-24