BRES2014-1014 Fireplace7W2014
Pl�`RIVIIT NO BRES2014-1014
04 4 1 of 2 ? � H 41
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
App lir cation Number:
BRES2014-1014
Property Address:
79100 CASA VI DA Cl R, Cl R,
APN:
602170022
Application
R &,R EXISTING FIREPLACE
Des cri pti o n:
PropertyZoning:
$10,000.00
Application Valuation:
Applicant:
Building Permit
rind I Next
.... ........ .. .
TAt!t 444&ro
commUNITY DEVELOPMENT DEPARTMENT
BUILDING PERMIT
lewlke
VOICE, (760) 777-7225
F '(760) 777-7011
AX.
INSPECTIONS (760) 777-71S3
Date: 7/1/2014
Owner:
LICE14SED CONTRACMIR'S DECLARATION
I hereby affirm under pena Ity of perjury that I a milicensed under provisions of
Cha pter 9 (commencing with Section 7000) of Division 3 ofthe Business a nd
Profess ions Code, a nd,my License is in full force and effect.
LicenseClass: LICENSECILASSI Fl CATION Lirense No.: 979611
Date: 7-/-iL/ Contractor:
CYWNER.,:�B�E�R 14CLARATION
I;herebya,ffirMr under penalty of�erjurythat I amexemptfromthe Contractor's
State.License Law for the following reason (Sec.7031.5, Business and
Professions Code: Any city or county that requires a permit -to construct, alter,
improve, demolish, or repair anystructure, priorto its issuance, alsorequires
the applicantforthe permittoiflle:a signed statemeritthatihe orshd is licensed
pursuarittothe provisions ofthe Contra ctor's,State.License Law(Chapter9
(commencing With Section 7000) of Division 3 ofthe Bdsiness�anclProfessions`
Code)orthat he orshe is exempttherefrom andthe basisforthe alleged
exemption. Anyviolation ofSection 7031.5'by any applicant fo ' r a permit,
subjects the applicant to a civil penalty ofnotimore thanfive hundred dollars
($500).:
L_J,I, as owner ofthe property, or my employees with,wages as their sole
compensation, will do the work,.and the structure is notintended or offeredfor
sale. (Sec. 7044, Business and'Professions Code: The Contra ctors'State License
Lawdoes not applyto an owner ofproperty.who builds or Improves thereon, and
who does the work himselfor herself.through his or herown employees,
provided that the,improvements are not intended or offered for sale. If,
however, the�buildingor improvement is sold within one year ofcompletion, the
owner -builder will have the burden of proving that he or she did not build or
improve for the purpose of sale.);
L�) 1, as owner ofthe. property, am exclusively contracting with licensed
contractors to construct the project. (Sec. 7044, Business and, Professions Code:
The Contractors'State License Law cloes�not a pply to an owner of property who
builds or improveSrthereon, anclvho contracts for the projects with a
contractor(S-) licensed ours ua nt to the Contra ctors'State License LawJ.
L_) I am*exempt under Sec- B.&P.C. for this reason
Date: —Owner:
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of " perjury that there is a construction lending
agency for the performance ofthe work for which thls�permlt Ivissued (Sec.
3097, Civ. C.).
Len.der's.Name:
VIN
CASA VI DA
NTA, CA 92253
Contractor:
JIANNONI DEVELOPMENT& MANAGEM
83245 BRAID COURT
INDIO, CA 92203
(760)902-4441
Lic. No.: 979611
WORKER'S COMPENSATIONDECLARATION
I hereby affirm under penalty ofperjury one ofthe following declarations:
I have and will maintain a certificate ofconsent to self -insure for
workers'compensation, as provided for by Section 3700 ofthe Libor Code, for
the performance ofthe work for which this permit is Issued.
I have and will maintain workers'compensation insurance, as required
bySection.3700 ofthe LaboMode, forthe performance ofthe workforwhich this
permitis Issued. Myworkers'compensatlon insurance carrierand policy
numb rar
Carri PolicyNumber:—
I cert
��Ifythat in the performance ofthe work for which this permit is
issiied,,[shall,not employ a ny person in any ma nner so as to become subject.to
the workers"compensation,laws ofCalifornia, and agree that, ifl should become
subject to the workers'compensatl , on provisions ofSection 3700 oftheLabor
Code, I shall forthwitK comply with those provisions.
p
Date: Ap licant: — 7Z:::
Mp I
WARNING: FAILURE TO SECURE WORKEeS'COM _a SATION COVERAGE IS
M
UNLAWFUL, AND SHALL SUBJEcTAN.E PLO TO CRIMINAL PENALTIES AND CIVIL
FINES UP TOONE HUNDRED THOUSAND DOLLARS ($100,000). INADDIMONTOTHE
COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE
LABOR CODE, INTEREST, AND,ATrORNEYS FEES.
APPLICANTACKNOWLEDGEMENT
IMPORTANT. Application is hereby made.to the Building Officia Ifor a permit
subject to the conditions and restrictions setforthonthis application.
1. Each person upon whose behalfthis application is made, each person at
whose request and for whose benefit work is performed under or pursuaritto
any permit issued as a result ofthis application, the owner, and the applicant,
each agrees to, and shall defend, indemnify and hold harmless the CityofLa
Quinta, its officers, agents, and employees for any act or omission related tothe
work being performed under or following issuance ofthis permit.
2. Anypermit issued as a result ofthis application becomes null and void if
Work is,not commenced within 180 daysfrom date ofissuance Ofsuch permit, or
cessation ofworkfor 180 days will subject permit to cancellation.
[certifythat I have read this application and state thatthe above information is
correct. I agree to complywitfi all city and county ordinances and state laws
relating to building constructionj and hereby authorize representatives of this
city to enter uponthe above-mentioned propertyfor inspection purposes.
Date: 7-/ '/ L( Signature'(Applicant or Agent):
http:/AaqUnta.crw.con*aWt9/DocumL,niViev".aspx?&eport--,/Docummts/PERMITS�Guildng`/`2OPernit&ACTiviTyNo=BRES2014-1014&group=PERMFT&... 1/2
7/172014
Building Permit
--- .._
PERMIT NO 'BRES2014-1014 few Reports
04 4 (2. of 2 ®®, - - - Find I Next
FINANOAI_ INFORMATION
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
BSAS S81473. FEE
101-0000-20306
0
$1.00
$1.00
7/1/14
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
JIANNONI'DEVELOPMENT & MANAGEM
DEBIT
R241
AZA
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
BSAS SB1473 FEE
101-000040306
0
$1.00
$1.00
7/1/14
PAID BY
METHOD
RECEIPT#
CHECK•#
CLTD BY
JIANNONI DEVELOPMENT &.MANAGEM
DEBIT
R241
AZA
Total Paid for BUILDING STANDARDS.ADMINISTRATION BSA: $2.00 $2.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
FIREPLACE
101-000042400
0
$143.00
$143.00
7/1/14
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
BANNONI DEVELOPMENT & MANAGEM
DEBIT
R241
AZA
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
FIREPLACE PC
101-0000.42600
0
$21450
$21450
7/1/14
PAID BY
METHOD
RECEIPT#
CHECK#
CLTD BY
JIANNONI DEVELOPMENT & MANAGEM
DEBIT
8241
AZA
p+
Total Paid for FIREPLACE: $35750 $35750
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
SMI -.RESIDENTIAL
101-0000-20308
0
$1.00
$1.00
7/1/14
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
JIANNONI DEVELOPMENT& MANAGEM
DEBIT
R241
AZA
Total Paid for STRONG MOTION INSTRUMENTATION SMI: $1.00 $1.00
TOTALS: $360.50 $360.50
httplAaq ui nta.crw con*aWtgtDocuffet tVievier.aspx?&reporl=/Documents/PERM ITS/Buildi ng%2OPerrrit&ACTMTYN O=BRES2014-1014&g roup=PERM ITB... 1/1
Bin #City
C
Of % Quinta
City, ST, Zip: �' l
Telephone:
Building er Safety Division
P.O. Box 1504, 78-4.95 Calle Tampico -
Permit !
n�
n—
State 1;1c. # : 7
La Quinta, CA 92253 - (760) 777.-701'2
/
Building Permit Application and Tracking Sheet
Project Address: I — (JQ
Owner's Name:. 1 n
A. P. Number
Address: _79-40 (dit J `% 141,
L 4*.Desc ription•
Cily, ST, Zip: � , U'.
City. ST, Zip: c'
Address: �. �^ a L� S
C
Project.Description•
City, ST, Zip: �' l
Telephone:
07-3
hf L
Lf� 1 k\
n—
State 1;1c. # : 7
City Lie. #:
Arch., Engr., DesigSer ,
-
Address:
Cily, ST, Zip: � , U'.
C l+ 131
Telephone: gos t_ - �)) 00
State Lic: #: S
Construction Type: Occupancy:
Project type. (circle one): New Add'n Al Repair Demo
Name of ContactPerson: 00 )R h n ,
Sq. Ft.:
# Stories:
#'Units
Telephone # of Contact Person:
)
y /
Estimated Value of Project:
�o O
U
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Reed
TRACMNG
PERMIT FEES.
Plan Sets
Plan Check submitted
item
Amount
Structural Cala.
Reviewed, ready for corrections
Plan Cluck Deposit
Truss Cates.
Called Contact Person
Plan Check Balance.
Title 24 Cates.
P1ans.pickeA up
Construction
Flood plain plan
Plans resubmitted
M.C.Chanical
Grading plan
2'' Review, ready for correctiousfissue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
H.O.A. Approval
Plans resubmitted.
Grading
INHOUSE:-
s"' Review, ready foreorrections/issue
Developer Impact Fee
Planning Approval
Called Contact Person
Pub. Wks. Appr
Date of permit issue
Schodi Fees
Total Termit Fees
GENERAL NOTES:
1. GENERAL CONTRACTOR AND 51JI13CONTRACTORS SHALL VERIFY ALL DIMENSIONS AND
CONDITIONS SHOWN ]ON THE PLANS. PRIOR TO COMMENCING WORTS.
21 COORDINATE STRUCTURAL REPAIR DETAILS & DIMENSIONS WITH RELATED REQUIREMENTS
ON; OTHER DRAWINGS-
3. THE ARCHITECT WILL INTERPRET THE INTENT OF THE DOCUMENTS IN CASE OF A
PMSIPLE C(NFUCT OR DISCREPANCY 13FI E:EN STRUCTURAL AND 07HER DISCIPLINES.
4. DETAILS NOTED AS "TYPICAL' OR "TYP" SHALL APPLY IN ALL CASES WHETHER DR
NOT SPECIFICALLY REFERENCED.
5• WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS Of THE 2013
EDITION OF THE CALIFORNIA BUILDING CODE (CBC)-
6. FOUNDATION DESIGN IS BASED UPON MINIMUM +REQUIREMENTS OF THE 2013 CBC, A5
NOTFa IN TAHI F 1804,2.
ALLOWABLE SOIL BEARING: 1.500 PSF
PASSIVE PRESSURE; 100 PCF
LATERAL SLIDING RESISTANCE: 130 PSF
FOUNDATION SHALL RE PLACED ON FIRM U4015TURBED EARTH,
7. MATERLAL REQUIREMENTS:
A. CAST -IN -PLACE CONCRETE
1, ALL WORK SHALL CONFORM TO THE AMERICAN CONCRETE lN5TITLJTE'5
RECOMMENDATIONS FOJND WITHIN ACI 3113 (LATEST EDITION).
2, ALL CONCRETE SHALL ATTAIN P-rE FDLL❑WINO MINIMUM STRENGTH AT 215 DAYS.
CONCRETE FOOTINGS ......................- 2,000 PSI
ISOKERN BLOCK GROUT 4,000 PSI, OUICKCRETE MIX #1001
NO SPECIAL INSPECTION REQUIRED
3. PORTLAND CEMENT SHALL, CONFORM TO ASTM C150, rYPE I OR II.
4, AGGREGATE FOR HARDROCK CONCRETE SHALL CONFORM TO ASTM C33 AND BE NON-
REACTIVE-
S, CONCRETE COVERAGE OVER REINFORCEMENT, UNLESS NOTE-3 OTHERWISE, SHALL BE
AS FOLLOWING.
CONCRETE POURED dIIRECTLY AGAINST EARTH. -------------- 3.
ALL 3"
ALL OTHER LOCATIONS ..................._ ................. .......................... 1--112"
B. JSOKERN BLOCK: ICC ESR 2316
C. MASONRY NOTES: ASTM C90 GRADE N-1 (NORMAL WEIGHT)
NO SPECIAL INSPECTION REQUIRED (f'm a 1.500 PSI)
GRCIJT: Vc = 2,000 PSI, MORTAR: Vc - 1,800 PSI
1• THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CQNI)ITIQNS ON THE JOLT,
2• ALL CELLS TO BE FILLED WITH GROUT.
3_ REINFORCEMENT TO BE SPLICED 40 ❑LAMETERS, MINIMUM.
4, REINFORCEMENT SHALL BE ACCURATELY SPLICED AND SECURED SO THAT IT WILL NOT
HE DISPLACED. ALL CONCRETE SHALL BE PROPERLY CONSOLIDATED DURING PLACEMENT_
ALL REINFJD}RCINJG STEEL do EMSEDE❑ tTFMS SHALL BE SECURELY TIED IN PLACE
PRIOR TO PLACEMENT OF CONCRETE.
5. GROUT SHALL RE WELL RODDED TO INSURE A GOOD CONTACT WITH REINFORCEMENT
AN TO EUMINATE ROCK POCKETS AND VOIDS- THE CONTRACTOR: SHALL TAKE ADEQUATE
PRECAUTIONS FOR MIXING, PLACING, FINISHING, CURING AND PROTECTING CONCRETE
I;URtNC UNFAVORABLE WEATHER CONDI?TONS.
0. fREIN, ACING STEEL
1 ALL REINFORCING STEEL SHALL BE PLACED IN COMFORLIANCE VAIN THE 'BUILDING
CODE REQUIREMENTS FOR REINFORCED CONCRETE;" {ACI 316 LAtES1], AND THE
`MANUAL OF STANDARD PRACTICE FOR RE1NFORRCEO CONCRETE CONSTRUCT10N'
(LATEST EDITION) BY THE C.R.S.I.
2• R€INFDRGi NG BARS SHALL CONFORM TO THE FJOLLGWINC ASTM RATING AND GRADE
TYPE FOR THE EAR SIZE LISTED-
#4 BARS & SMALLER .......... -............... - ............ - --------------- ,.. ASTM A615 GRADE 40
ALL OTHER BARS ....................... ........ ...-•.•...-..... .............. ....... ASTM A615. CRAUL 50
WELDED REINFORCEMENT......................................................... ASTM A7C6. GRADE 60
3. WELDING OF REINFORCEFdEN. SHALL BE WJTH E90XX LOW -HYDROGEN ELECTRODES JN
CON17CIRMANCIE WFCH "RECOMMENDED PRACTICES FOR WELDING REINFORCING STEEL,
ETC..' AMERICAN WELDING SOCIETY, AWE 01.4 (LATEST E❑IT10N).
4. ILL REINFORCING BAR BENDS SHALL BE MADE COLD.
5_ SPLICE REINFORCEMENT, A5 5HOWN ON THE DR'WAINGS. UNLESS NOTED AS CON- _-JS
LAP ALL CONTINUOUS HORIZONTAL RENT: DRCEMENT MIN OF 40 TIMES BAR DIAMETER.
6. ALL BARS SHALL BE MARKED SO THEIR IDENTIFICATION CAN BE MADE WHEN THE FINAL
Its --PLACE INSPECTMN IS MADE,
E- GROUT Cc - 4,000 PSI, QUICKCRETE CONCR'EILIE MIX #1001.
1. PORTLAND CEMENT SHALL CONFORM TO ASTM C150, TYPE I OR [I_
2, AGGREGATE FOR GROUT SHALL CONFORM TO ASTM C33 AND BE NON -REACTION!
3. WATER CEMENT RATID SHALL BE LESS THAN 0.60 AT GROUT.
F_ FASTENERS: SIMPS04 5TRONGTIE ING_ OR APPROVED EQUAL
USP CONNECMRS.
G. SCREW ANCHORS_ 3f t e x 1-1/2-
- RAMSET/REIDHEAD TAPCON
ANCHORS (ICC RWort No ESR-1671 • LARR #249531
■ SIMPSON TITEN SCREW
ANC I10HS IJCC ESR-1056• LAIRB #25560)
H. FACTORY BUILT (METAL) CHIMNEY:
1- UL LISTED TO STANDARD 103, LISTED & LABELED FTF-13 CLASS A
2- FACTORY BUILT CHIMNEY MUST COMPLY WITH TYPE HT REQUIREMENT OF UL 103 AND BE MARKED
"TYPE HT' ANO "RESIDENTIAL TYPE & BUILDING HEATING APPLIANCES .
3. CHJMNEY'S ARE LIMITED TO A MAX HEIGHT OF 80 FEET AND A MIN HEIGHT OF 14 FEET, EXCEPT
THAT WHERE OFFSETS ARE U5ED, THE MIN HT IS 17 FEET_ THE MAX NUMBER OF OFFSETS IS TWO_
4. USE SPARK ARRESTOR
ADDITIONAL REQUIREMENTS
CLEARANCE TO COMBUSTIBLE MATERIALS SHALL BE AS REQUIRED BY CBC 2111.11 & .2113.19.
CROSS SECTIONAL AREA OF CHIMNEY FLUE MUST COMPLY WITH CBC 2113.16.
HEIGHT AND TERMINATION OF CHIMNEY WILL EXTEND ABOVE ROOF AND HIGHEST ELEVATICN
OF ANY PMT OF BUILDING AS SHOWN IN CI3C 2113.9
CLEANCLJITS SHALL BE IN ACCORDANCE WITH CHIC 2113,18
PROVIDE AN APPROVED SPARK ARRESTOR PER CBC 2113.9.1
ALL WORK SHALL BE DONE IN COMPLLANCE WITH CHAPTER 21 OF THE 2013 CBC-
CROSS SECTION @ FIREBOX[
1
7 7,k _
( 1) SCREW ANCMOR*EA.
CORNIER (4 TOTAL).
" THICK INSWOOL
BLANKET
LBx6xj STEEL ANGLE
FULL WIDTH OF OPENING
EACH FACE OF FIREBOX.
ISOKERN FIREBOX
SIDE WALLS
3
FILL CAVITY WITH
i
rc = 2000psI CON C
OR GROUT
4-- "0 THRADED
iSOKERN EASE
ROD VENT, 2 AT EA.
SIDE OF FIREBOX
FIELD VERIFY
EPQkY GROUT PER
DETAIL 4/-
UJWELS 0 Lw� EA CORNER)
STANDARD FETAL FLUE
METAL COLLAR BY:
■ SUPERIG R T•F.13
• METAL BESTOS, OR
• DURA FLUE
tSOK.ERIN TOP PLAN
4' THICK ISOKERN
SMOKE CHAMBER
BLOCKS
MORTAR ALL AREAS
uu! ISOKERN ADHESIVE
ISOKERN BLOCKS
TYPICAL SIDES,
FRONT & REAR
EXISTING 4" THICK MIN SLAB
I
EPDXY ❑ROUT PER
DETAIL 4f-
PROCEDURE
1 - DRILL HOLE OF PROPER DIAMETER AND
DEPTH USING A CAR810C TIPPED DRILL
OR CDRtNG HIT, AVOID ANY EXISTING
REINFORCING STEEL BY RELOCATING
HOLE SLIGHTLY.
2. CLEAN HOLE THOROUGHLY OY VACUUM
OR AIR PRESSURE.
3, MAKE SURE THAT HOLE IS DRY AND
CLEAN BEFORE GROUTING.
4, PLACE EPDXY GROUT IN BOLE w f
CAULKING GUN OR SIMILAR LQUIPMENT
STARTING AT BOTTOM, FILL HOLE
APPROX. j FULL.,
5. COAT DOWEL WITH SAME EPDXY GROUT
AND INSERT INTO HOLE, FORCING
MATERIAL AROUND THE SIDES OF T•4E
BAR AND COMP[FrFLY FIL I INC, All. VOIDS.
6. PROVIDE SUPPORT FOR DOWEL BY TYING
TO REBAR OR OTHER ELEMENT UNTIL
GROUT HAS CURED,
7. EPDXY GROUT IN CMU SHALL BE
5JMPSON SET EPDXY TIE (ESR 1772),
HILTI HIT-HY 150 MAX (ESR 1967), OR EQUAL.
$_ EPDXY GROUT IN CONCRETE SHAH BE
HIT -RE 500-SD Br HILTI CORP- (LSR 2322),
SIMPSON SET-XP (ESIR-2508) OR EQUAL.
9. SPECIAL INSPECTION REQUIRED
MIN. DEPTH
OF HOLE
(SEE SCIAED.)
EPDXY GROUT SLOPE HOLE
AS R EQ' U
THREADED I
ROD
I
MIN. DIA HOLE
(SEE SCHEDULE) �
SCALE: N.T.S.1 3 1 TYPICAL EPDXY GROUTED DOWEL
SOLID GROUT BE n
ANGLE &
L6x6 STEEL j
ISOKERN I
BAR
512E[ROD
SIZE: BIT DIAM_
MPN_ DEPTH
#3
-
1/2„
3„
# 4
1/2"
5/8"
3, 5"
#5
= 5/8i
3/4"
� 4n
6
3/4"
7/8"
� 6"
-
8
1 YF
a„
-
1"
1-1/8"
9"
SCALE: N.T.S.1 4
z
Q
0
a
SC MI W ANCI i4RS SHALL 13E=
fir`•,: " `.#'+SEWS -
RAMSE IREDHEAO TAPCDN
ANCHORS (ICC Report N�) ESP- 1671. LA RR#24953 }
■ SIMPSON TTTEN SCREW
ANCHORS (ICC E5H-1056• LA RR# 25560)
IKERN TOP PLATE
' THICK ISOKERN
AOKE CHAMBER
.00KS
2-#4 REBAR
VERT IN FA. SIDE
WALL OF FIRE -PLACE
_NT OF GfROUTED
IY
ERN FIREBOX
WALLS
13"
JT PER
DETAIL Q-
0 ISOMIN ]E1
Fireplaces and Chimney Systems
A PRODUCT IDF EARTHCORE INDUSTRIES
6899 PHILLIPS INDUSTRIAL BLVD
JACKSONVILLE, FLORIDA 32256
TEL (964) 363-3417
FAX (964) 363-3468
www.isokern.net
Stamp
VINCI
ASSOCIATES
Structural Engineers
31324 V IA CGILt NAS, SUITE 101
WESTLAKE VILLAGE, CA 91362
Itf, nrt*I* 00 K u Xx, 40DWMJU4
l J .1RU1111 N T CW Pfou# J: �:,p%A L �€3t�A I
of u�iu CO KINRGRr[ 0 A MY In% rg tr
v k�k IN 01(tf OP f4 PARt, f(W A*Y 4IIEi1 Ni"f I
41 4L)Uf »IL %WlTIt4 AUlffU .A1 OF Tri E*(*kEP
Project Name 1 Address
ISOKERN FIREPLACE
SYSTINS
INTL•AIC- R F1Ri` B X wldI ME AL f1l1
on RAIS1,A) MIXAL BOX
Project Name I Address
awin Residence
79100 Cwsa Visrdl
R.iilrllts La Quinta
La [ uinta, CA 92253
FOR CONSTRUiCTION
Revisbri Description Date
❑ Project Number
01-1491
❑ PrDleca Engineer:
J. VINCI, S.L.
Checked By'.
JRV
Cl Drawn By:
RPM
❑ Scale:
N_T.S.
❑ Date-
6-137-09
Sheet Number
IN-S I
GENERAL NOTES
CUSTOM INTERIOR FIREBOX(
SCALE: N.T.S. 116
Sheet . - Of