HomeMy WebLinkAbout1243 MARIPOSA RD; ; CB000750; PermitCity of Carlsbad
06/12/2000-Residential Permit Permit No:CB000750
Building Inspection Request Line (760) 602-2725
Job Address: 1243 MARIPOSA RD CBAD
Permit Type: RESDNTL Sub Type: SFD
Parcel No: 2122203900 Lot#: 79
Valuation: $281,542.00 Construction Type: VN
Occupancy Group: Reference #: CT97-14
06/12/2000
# Dwelling Units: 1 Structure Type: SFD
Bedrooms: 5 Bathrooms: 4
Project Title: MARIANO-PLAN 4-PHASE 1
3267 SF+583 SF GAR+33 SF PORCH
Applicant: Owner:
STANDARD PACIFIC CORP
9335 CHESAPEAKE DR
SAN DIEGO CA 92123
619 292-2200
'4 y
, ::,0''1";'/ 11"'"''1 ¾fy 4
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1~:+~:+ 0,. ,'&"',,, ,
Status:
Applied:
Entered By:
Issued:
Inspect Area:
Orig PC#:
Plan Check#:
ISSUED
01/19/2000
RMA
Plan Approved:
06/12/2000
PC99-168
PC000010
Total Fees: $18,232.86 '!lalance Due: $18,232.86 ·,
Building Permit
Add'I Building Permit Fee
Plan Check
Add'I Plan Check Fee
Plan Check Discount
Strong Motion Fee
Park in Lieu Fee
Park Fee
LFM Fee
Bridge Fee
Other Bridge Fee
BTD#2 Fee
BTD #3 Fee
Renewal Fee
Add'I Renewal Fee
Other Building Fee
Pot. Water Con. Fee
Meter Size
Add'I Pol. Water Con. Fee
Reel. Water Con. Fee
lnspectolu
$1,258.08 Meter Size . • • . .
$0.00 Add'I Reel. Water C0Fi. Fee
-$817.75 Meter Fee •.
• _·$0.00 SDCWA P:ee
($85.~2) CFO Payoff Fee
$28.15 l'>FF_ .
$f,575.00 Pl=F (CFO Fundt
• • $.!).00 License Tax_:,·
$/.00, Lice11se Tax (G FD Pur;idl
$0..00.·" • • ·: •l'[l:!9t{lc•lfi:ip,lcl ~k ,:
•• $0:00 • .•1t13fljc1~el1~tez$,.'Fund)
.$C!,-OO· ·· ,. L1:.t11,t;fq1~,ion Fee
so. oo · •· · · 0
• •• ~•l"'tie
$0.00 • Pll.JMBING TOTAL
$0.00 ELECTRICAL TOTAL
$0.00 MECHANICAL TOTAL
$2,400.00 Housing Impact Fee
D5/8 Housing lnlieu Fee
$0.00 Master Drainage Fee:
$0.00 Sewer Fee:
TOTAL PERMIT FEES
FINAL APPROVAL
Date: //-t--t1?> Clearance:
$0.00
$0.00
$0.00
$4,303.24
$5,124.06
$0.00
$0.00
$0.00
$580.00
$0.00
$0.00
$0.00
$196.00
$60.00
$59.00
$0.00
$0.00
$0.00
$1,897.00
$18,232.86
NOTICE: Please take NOTICE that approval of your project includes the "lmpositjon" of fees, dedications, reservations, or other exactions hereafter collectively
referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must
follow the protest procedures set forth in Government Code Section 66020{a), and file the protest and any other required information with the City Manager for
processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure wm bar any subsequent legal action to attack,
review, set aside, void, or annul their imposition.
You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy
changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any
fees/exactions of which vou have oreviouslv been aiven a NO Tl CE similar to this, or as to which the statute of limitations has oreviouslv otherwise exnired.
\,II f Vr-
2075 Las Palmas Dr., Carlsbad, CA 92009 (760) 438-1161
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. City of Carlsbad Bldg Inspection Request
For: 11/8/2000
'
Permit# CB000750
Tille: MARIANO-PLAN 4-PHASE 1
Description: 3267 SF+583 SF GAR+33 SF PORCH
Type: RESDNTL Sub Type: SFD
Job Address: 1243 MARIPOSA RD
Suite: Lot 79
Location:
APPLICANT STANDARD PACIFIC CORP
Owner:
Remarks:
Inspector Assignment: PD ---
Phone: 6192475555
lnspecto(~
Total Time: _____ Requested By: JOHN
Entered By: CHRISTINE
CD Description Act Comments
19 Final Structural
29 Final Plumbing
39 Final Electrical
49 Final Mechanical
Associated PCRs
lns(lection Histo[Y
Date Description Act lnsp Comments
10/31/2000 39 Final Electrical AP PD PREVIOUSLY
10/26/2000 39 Final Electrical AP PD
9/512000 82 Drywall/Ext Lath/Gas Test AP PD
9/1/2000 82 Drywall/Ext Lath/Gas Test NR PD
8/29/2000 16 lnsu\ation AP PD
8/28/2000 16 Insulation AP PD
8/24/2000 84 Rough Combo AP TP
8/22/2000 84 Rough Combo NR TP
8/21/2000 84 Rough Combo CA TP
8/11/2000 13 Shear Panels/HD's co PD
8/10/2000 13 Shear Panels/HD's NR PD
7/2812000 15 Roof/Reroof AP PD
6/20/2000 11 Fig/Foundation/Piers AP PY
6/13/2000 21 Underground/Under Floor AP PD
6/13/2000 22 Sewer/Water Service AP PD
t,bv. 01 :i:DJ0 12!£1Eff1 P4
City of Carlsbad
1&3Sfsa:larAl'l"nUl!',C-.vkb.ad~ 9lOOII
INSPECTION RECORD
INSPECTION RKORD CARD Willi APPROVED PLANS
MUST BE l(f Pl ON THE JOB
CALL PRIOR TO 2:00 P .M. FOR NEXT WORKDAY INSPECTION
BUILDING INSPECTION: 1760) 602-2725
JOB ADORBS: ____ _ __l0TNOJ5UITE.: ______ _
QWNUSN,l,,\,tf; ___ _
C800U750 1a431MRJPOSA R0CBAD
MARWO<'lAN 4-1'1<1\SE 1
31m SF+583 Sf GAR•33 Sf PORCH 9:W
RESONTL SFO
Oltll,R Ud: 79 STANL\'IRD PACFtC CORP
Tpol~ ---BUlle>IHG I I
FOUNDATION ,,._ I' .. -· ..
KEINfOtt..1:0SJl:.ll ' I /
MASON<Y
□QbluT OWJ\U.OAAll'CS
TILTl'ANf.lS
l'OURSllUPS
COLUMN tOOTINGS I
5UBfRAME OFU)Olt OWLING fl
ltOOf SHEATHtNG 7• 7.'I"" /JP --& lXT. SHlAK PANU.S «•If---· FRAME ,. ...__..#f>
INSULATION c.ZY•n
EXTEl:K>R LA lH , -.. ,
INlfftl()lt lATH & DRVWALL -, ,. .j _. ,, ., 1 • '
ANAL
PLUMBING
-a-s£WfR AND BUCO .,,vco , L
UNl)l:KG"vUNO -nASTE □WATfR ,. .. ., .... -I, . '
TOP OUT OWASTf OWATER ,. :Ji/"41 '"'' TU8 ANO SI 10\'Vl:R PAN . ,
OGAS TEST OGASPIPINC .,, ~.} -1/JJ f . ., ,
OWATCRIIEATU, OSOt,\RWAltR
ANAL
fLiCTRJCAl
D EJ..ECWC UNOERG,,vVNO DUFER
ROUCH fl,ECTRlC WAU.S r.:,1/. ,.,u -ROUCH fLECTR.IC CEIL/NC ,
0 El.fCTRfC SE.RI/ICE 0 UMl'OIV,RY
OBONDlNG □POOL
ANAL
MCCH,<NlvU
UNOH.GltOUNO OUCfS & f'(f'lt,IC -
□ OUCT & PLEM,Q Rff. f'lf'INCi J":zl/-r -
HFAT ~ AIR COND. SYSTEMS .
VEN'TllATlNC ~
ANAL
CALL FOR FINAL INSPfCTIOH WHEN ALL AM~Ql>RJATf J1EM5 J\B.OVE HAVE BEEH J\Pl'lltOVED
FtNAl ~--........ .,.,.._
(760) 602-2725
fire 'Dq)lt111lt"111 (760) fi02-l060
Planning Ot!paJtmena (no} 815-6708 0 ·-EngiMCJing Dept, Ur.tptetionSJ (760) 438--3891 JI., _ _, e .. f-~
Building_ lMf)edlOn (7~ (7~ 60'l-:J700 .
CMWD JJ'60J43,8,-272l l:A7151
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City of Carlsbad Bldg Inspection Request
For: 8/14/2000
Permit# CB000750
Title: MARIANO-PLAN 4-PHASE 1
Description: 3267 SF+583 SF GAR+33 SF PORCH
Type: RESDNTL Sub Type: SFD
Job Address: 1243 MARIPOSA RD
Suite: Lot 79
Location:
APPLICANT STANDARD PACIFIC CORP
Owner:
Remarks:
Total Time:
CD Description Act Comments
Inspector Assignment: PD ---
Phone: 6195205310
lnspecto~
Requested By: BRIAN
Entered By: CHRISTINE
13 Shear Panels/HD's co _________ _
Associated PCRs
lns11ection Histo[)l
Date Description Act lnsp Comments
8/10/2000 13 Shear Panels/HD's NR PD
7/28/2000 15 Roof/Reroof AP PD
6/20/2000 11 Fig/Foundation/Piers AP PY
6/13/2000 21 Underground/Under Floor AP PD
6/13/2000 22 Sewer/Water Service AP PD
j
es; .4120a0 11: 46 94%451l526
-
S/14100
Brtan Jone,,
JERRY 1UCKE11 & ASiOCIATES INC.
CONSL LTING STRUCTURAL ENGINEERS
Standard p.•clflo-San c11990
.,,.,,..,.,,.. ,-.1. -----_1 ..... ,....,J,,~
.1u..,..,; '>J''""-1"'""'"''"'"" 1.J11vv San C IGgo, ·:JA 9:!123
Regarding: Shorapointe -Plan 4
JEl"'HY TUCKEF/ ASSIX: ?AGE 02/0?
,Job 1199.·. 't
Our c,ftice l•s In receipt<>! your requiist to ,:onfirm the shear ,...a,1 leogth c~,anges '.'I t~e ,ar eleva1ion shear walls
for the above raforenced project. C>ur original nhear wall length flt this location (Delta: on 211!1/0C,) was 4'-6"
The new Sh9ar wall lenglh (Oa~a 4 on 6/14/00) is no,11 ahowtng a length of 7'-9". Cu, c ffioe has reviewed both
..+rt ,,.. • ., .... 1 ,..,~1,...,1.,..H,.,..,~ t .. , ,1.,.rifH 11 .. !nn t.,o A'-~" lnnn ah~r,ar u~II 1adthln tho 7'.Q" u,~11 lot'! ,th -·•--·-··-· ---1·--•-•»-••-·---···1 ----v ···-' -·-··,:, -··-~----· ......... -·--· --·-··· ---·~--··
This is to confirrn that the use of the original length ol shear wall (4'-6") can be used in lieu of the 7'-g• long shear
wall.
II you have any questions regarding this matter, please do not hesitate to call me at (949) 645-2422.
Sincerely,
Don S. Morita
S08OLD NEWPO~:T 1:1 1/,;. ; .. ..\Afc,,-:iRr eElli.:;t-1. CA92662
(949) e ,,<,.:•,;, FAX (949) 64&<:526
;rJ_o_b--.---~T-=-,-·-------~T-=-,-Ty_p-,----------------Q-ty ___ P_ly--TS_H_O~R-EP_O_I_N_TE~----------------~
SHOREPT \\C ROOF TRUSS 7
o \lonal
HnR Framing Systems, \nc., Poway, CA 92064 4.201 SR1 s Aug 2 2000 Milek Industries, Inc Thu Aug 10 14·18:49 2000 Page 1
6-9-14 13-5-0 20-0-2
6-9-14 6-7-2 6-7-2
3x4 =
5 3x4-:::::-
5.00~ 4
14
3x4 = 4x6=3x6= 12
6x6 = 4x8 = 10
3x4 =
8-3-15
6-3-15
Plate Offsets X 2:0-10-20-0-10 5:0-2-0Ed e 8:0-10-20-0-10
LOADING (psf)
TCLL 16.0
TCDL 14.0
BCLL 0.0
BCDL 7.0
LUMBER
TOP CHORD 2 X 4 OF No.2-G
SPACINQ 2-0-0
Plates Increase 1.25
Lumberlncrease 1.25
Rep Stress Iner NO
Code UBC97/ANSl95
cs,
TC 0.45
BC 0.83
WB 0.73
(Matrix)
18-6-1
10-2-2
OEFL '" (Joe) I/den
Vert(LL) -0.09 2-14 >999
Vert(ll) -0.40 10-14 >801
Ho12(Tl) 0.07 a o/a
1st LC LL Min I/dell"' 240
BRACING
TOP CHORD Sheathed or 3-2-5 oc pur1Ins.
26-10-0
26-10-0
8-3-15
PLATES
Mll20
Weight: 119 lb
BOT CHORD 2 X 4 OF No.1&8tr-G "Except•
83 2 X 6 DF No.2-G
BOT CHORD Rigid celllng directly applied or 6--0.Q oc bracing.
WEBS 2 X 4 DF StudlStd-G
REACTIONS (lb/size) 2=1214/0-3-8, 8=121410-3-8
MaxUplift2=-316(Ioad ease 3), 8=-316(!oad case4)
Max Grav 2=1508(Ioad case 4), 8:1508(1oad case 3)
FORCES (lb)· First Load Case Only
TOP CHORD 1-2•27, 2-3=-2398, 3-4=-2209, 4-5=-266, 5-6=-266, 6-7=-2210, 7-8=-2399, 8-9=27
BOT CHORD 2-14=2132, 13-14::1649, 12-13=1648, 11-12=1633, 10-11=1649, 8-10=2132
WEBS 3-14=-310, 4-14=676, 6-10=676, 7-10=-310, 4-6=-1424
NOTES (6)
1) This truss hes been designed fora 10.0 psi bottom chord live load nonconc:urrent with any other live loads per Table No. 16-B, UBC-97.
2) A plate rating reduction of 20% has been applied for the green lumber members
3) ProVlde mechanical connection (by others) of truss to bearing plate capable of withstanding 316 lb uplift at joint 2 and 316 lb uplift at joint 8
4) This truss has been designed with ANSIITPI 1-1995 criteria
5) Load case(s) 1, 2, 3, 4 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss
6) This truss has been designed for 4300 lb. max. horizontal (drag) load
LOAD CASE(S)
1) Regular Lumber lncrease::1 .25, Plate Increase:: 1.25
Uniform Loads (plf)
Vert: 1-5=-60.0, 5-9=-60.0, 2-13=-14.0, 11-13=-74.0, 8-11=·14.0
2) UBC: Lumberlncrease=1.25, Plate lncrease=1.25
Uniform Loads (plf)
Vert: 1-5=-28.0, 5-9 ... 2a.o, 2-13=-34 o, 11-13=-94.0, 8-11=-34.0
3) User defined: Lumber lncrease=1.33, Plate Increase= 1.33
Un!lorm Loads (plf)
Vert: 1-2=-28.0, 2-3-41.8, 3-5=39.5, 5-7=-95.5, 7-8=-97.8, 8-9=·28.0, 2-13=·14 O, 12-13=-26.0, 11-12=5 4, 8-11=-14.0
Horz: 2-3=375.8, 3-5=388.8, 5-7=388.8, 7-8=375.8, 12-13=-2179.6, 11-12=-1354 9
Drag: 2-13=-162.0, 8-11=-162.0
4) User defined: Lumber!ncrease=1.33, Plate lncrease=1.33
Unirorm Loads {plf)
Ver1: 1-2=-28.0, 2-3=-97.8, 3-5=-95.5, 5-7=39.5, 7..S=41.8, 8-9=·28.0, 2-13:-14.0, 12-13=-2.0, 11-12=-33.4, 8-11=-14.0
Horz: 2-3=-375.8, 3-5=-388.8, 5-7=-388.8, 7-8=-375.8, 12-13=2179.6, 11-12=1354.9
Drag: 2-13=162.0, 8-11=162.0
.... --·~··-----
1-2-0
Scale= 1:54.4
GRIP
2201195