HomeMy WebLinkAbout1846 MARRON RD; BLDG J; 86-450-J; PermitUSE BALL POINT PEN ONLY & PRESS HARD APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS.
/
I hereby affirm-that I am licensed under
I prov,lalona of Chapter 9 (commencing with I
41. Section 7000) of DlvlIon 3 of the Business
and Professions Code, and my license is in
L full force and effect.
I hereby affirm that I ant exempt from the' Cenlrac
- tars License Law for, the following reason (Sec. 7031.5
- Business and Professions Code: Any city or County which re-quires a permit to construct, alter, improve, demolish. or
repair any structure, prior to its issuance also requires the ap-
plicant for such permit to-file a signed statement [hat-he is
licensed pursuant to the provisions 01 the Ceorractor's
License Law. (Clapter 9C05mencin9 with Section 7000 SI
Division 3e1 the Business and Prefessiens Cede) of that is ox
empt therefrom and the basis tot the alleges exemption. Any
violation of Section 7031.5 by an applicant for a permit sub.)
lects the applicant tea civil penally of not more than live hun'
dred dollars (5500).
cc I II, as owner 01 the property, or my empldyees with wages
as their sole compensation. will do the work, and the Struc-
lure is net intended or offered 101 sale (Scc.-7044. Business
and Professions Code: The Contractor's License Law does 5 not apply to an owner of property who builds or,improves
lhOr000 and who does such work himself or through his own
employees provided that such improvements are not intend- tat ed or offered Or sale. II, however, the building or improve' Z mont is sold within one year of completion, the owner-builder 1 3 will have the burden Of proving that he did not build or im,
prove for the purpose of sate).
fl I, as nwner.nf' the property, am exclusively contracting
with licensed contractors to construct the project (Sec. 7044.
' Business and Pretensions. Cede: The Contractor's License
Law does not apply loan owner of properly who builds or mm'.
- proves-thereon, and who contracts for each projects with a
contractor(s) license pursuant to the Contractor's License Law), i .
0. Ai a homeowrer tam improving my home, and the loom
ing conditions exist:
.1. The work is being performed prior-to sale.
2. I have lived 'in• my home br twelve months I
prior to completion of his work. ' . 3, I hove not claimed this exemption during the last three years,
lam exempt under Sec. , BE P.C. for this reason
EJ I hereby allirm that I have a certilicote 01 consent .10)
"sell-insure. or certilicate of Workers' Compensation In']
surance or a cerlilied copy thereof (Sec. 3000. Labor Codef1
.poLfcv:N,o.
COMPANY
LT' Copj is tiled with the City - .
0 Certified copy is hereby furnished
Lu CL '
CERTIFICATE OF EXEMPTION FROM
WORKERS' COMPENSATION INSURANCE
(I) (This section need not be completed it the permit
is for-one hundred dollars 151001 or less) UA 0 1 certily that in the performance of the murk for which
this permit is issued. *l shall not employany person in any
, manner so as to become subject to the Workers* Compun' 3 dati&n Laws of California.
NPTICETO APPLICANT: If. after making this Certificate,
- of Exemption. you should become subject to the Workers'
Coivensation 'provisions of the Labor Code, you must I '.Ierth'with comply With such provisions or this permit skull
be deemedjevoked.
'[" 0 1 hereby affirm .that there, is a construction lending
cc
]
agency for the parforwance 01 the work for which Ihis Per'1
W mit is issued (Sec. 3097, Civil Code) zi WI- Lender's Nxrrre '
Lender's Address ,
..
CARLSBAD BUILDING DEPARTMENT APPLICATION & IT
. 2075 Las Palmas Dr., Carlsbad, C"2009-4859 (619)438-1161 ' -. , .•.
.
- -• -
A - - '' AV. STTRO. NE R TCROSS ST. - - 0 ES ' -r - - . - -
OATS F AF LICATtON
-
- 'eUSINESSLICENSE #
T ,
VALU T ON ' PERMIT NUMBER [JOB
I
ZONE Ic VSSWEL N CONTrk
NAME
J f7 CONTRAORSAOORS)4
o
f
NTRA;
STATE LICENSE NO.
UILrFOOT
WNERSMINGAESS0
DESlGNER '__J
.1 27-O/ ( DESC lION OF WAK :.
- -
.,
IOES1GNERSAD RESS .0
hr L4
7STATE LICENSE NO.
-'-----'---.'---'-.- ----f -- -
4-zTiH _...J
UU._"+ :UU1 1.../UL+/fibtt'J1I F/P FLR ELEV.lNO
ST
os
7E 0 p EDU
- YO wO
FIRE SPA - PARKING SPACE 6ES UNJA . GRADING PERMIT-ISSUED REDEVELOPMENT
AREA ,
' • ' TYPE
ft OaS
0CC LOAD
Y N 0 . vD ND
-
YO Not Valid Unlews Machine terrified -.
QTY. PLUMBING PERMIT - ISSUE QTY. MECHANICAL PERMIT - ISSUE - ' -- SUMMARY/ACCOUNT NUMBER'
(ACH FIXTURE TRAP- , . .loo, 2I INSTALL FURN. DUCTS UP TO 100.000 BTU .- BUILDING PERMIT 001'810-00-00-8220
EACH BUILDING SEWER '
'" 7 , OVER 100,000 BTU
-
SIGN PERMIT 001-810-00'00-8221
EACH WATER HEATER AND/OR.VENI .4 /p ...- ,
BOILER/COMPRESSOR UP 103 HP .. PLAN CHECK . - 001-810-00-00-8821 :...
EACH GAS SYSTEM 1 TO 4 OUTLETS - -- ' - -, BOILER/COMPRESSOR 3.15 HP - ' - TOTAL PLUMBING 001-810-00-00-8222
EACH GAS SYSTEMS OR MORE , METAL FIREPLACE , ' . ELECTRICAL ' 001-810-00-00-8223
-
-
-• EACH INSTAL.. ALTER., REPAIR WATER PIPE . .
,,.
VENT FAN SINGLE DUCT • . .. MECHANICAL - -.-. 001-810-00-00-8224
EACH VACUUM BREAKER .- - ., 'Z1t . MECH EXHAUST . HOOD/DUCTS /2....- - MOBILEHOME 001-810-00-00-8225
WATEA.SO.FTNER - ' .- - - RELOCATION OF EA FURNACE/HEATER , .' SOLAR ' - 001-810.00-00-8226
EACH ROOF DRAIN (INSIDE) : - DRYER VENT - - , . . ' -STRONG MOTION - - 880'519-92-33 -. - • - • - ,
- TOTAL MECHANICAL ,
- . . ''7/:.
FIRE SPRINKLERS 001-810-00-00-8227
- .. TOTAL PLUMBING - - PUBLIC FACILITIES FlJ20-810.00-00:8740
QTY, ELECTRICAL PERMIT: ISSUE .5i. OTY. MOBILE'HOME SETUP
BRIDGE FEE 360-810-00-00-8740
PARK-IN-LIEU (AREA
NEW CONST EA-AMP!SW1 'BKR - , ' CAR PORT " ,
- TIFT'27J)(a( /0134-810-00-00-8835 ,
- IPH , - 3 PH .., ' AWNING - - , , - LA COSTA TIF 133-810-00-00-8835
-
EXIST-BLDG-EA AMP/SWT/BKR . ' GARAGE - - FMF
- 1 PH - 3
,
,. . ,. -- . , - . LICENSE TAX • 001-810-00-00-8162 - -•
R-EM2EL:ALTER ?RCUlT ... . . - - MFF J' 7,..- .( 880-519-92-57 vt
- Ifr(PPOLE 2 A PS . - - . , -. • . ' ,
, . ' -
-- T'EbCUPANCY (30 DAYS)
CREDIT DEPOSIT ........- " - ,A
TOTAL ELECTRICAL
-
TOTAL 1 TOTAL FEES PAYABLE
-
I HAVE CAREFULLY EXAMINED THE COMPLETED APPLICATION AND PERMIT AND OO,HEREBY Expiration Every permil ssued by the Building Ottrcial under the provisions of (his * AN OSHA T IS REQUIRED FOR EXCAVATIONS V E R_
,CERTIFY1UNDER PENALT-? 0F,,PERJURY-THATrALL1INFORMATfON ,-HEREON flNCLUDlNG.,THE ll g I . 5.0" DEb 3EMOUTIOp4 OR by such permit is not commenced within 180 days from the date of such COSTRLTION OFthorizdd DECLARATIONS ARE TRUE AND0CoRREcT'ANp I FURTHER CERTIFY AND AGREE IF APcRMlTlSJ permit, or il,the building or work authorized by-such permit is lSSUED: TO COMPLY )NfTf-lALL CITYCOUN1Y AND STATE!L-AWS 'GOVERNI]I1G BUILDING'CON 'd
suspended or- t- - .•,STRUCTUREI0VER3STORIES IN,HEIOHTr...
/ v. - abandoned at any time aFter the work rs common for a Eeriod of STRUCTIONr WHETHER SPECIFIED! HEREIN OR NOT, i-ALSO AGREE TO SAVE INDEMNIFY.AND P ' .' ' ". CANT SIG
180 days.- T -. - - . -
"''' - APPROutED By -
-
0 TE - .. KEEHARMCSt'HECITOF. CARLS8AD AGAINST ALL LIABILITIES. JUDGMENTS. COSTS AND.. -.
'.EXPENSES WHictmi; MAY IN ANY WAY,ACC LIE SAID CITY IN CONSEQUENCE OF THE
TOR •. / 'GRANlTNG OFTHISPERMT'''
-
Y PHONE
I- I / __- -
TYPE DATE INSPECTOR
BUILDING
FOUNDATION
REINFORCED STEEL
MASONRY
GUNITE OR GROUT
SUB FRAME 0 FLOOR El CEILING
SHEATHING DROOF EISHEAR
FRAME . . ..
EXTERIOR LATH . .
INSULATION
INTERIOR LATH & DRYWALL
-. PLUMBING
E SEWER AND BL/CO E PL/CO
UNDERGROUND 0 WASTE WATER
TOP OUT DWASTE . DWATER
-
TUB AND SHOWER PAN
GAS TEST . .
O WATER HEATER 0 SOLAR V(ATER
ELECTRICAL
0 ELECTRIC UNDERGROUND 0 UFFER
ROUGH ELECTRIC
0 ELECTRIC SERVICE 0 TEMPORARY
0 BONDING 0 POOL
MECHANICAL I
o DUCT & PLEM., 0 REF. PIING
HEAT - AIR COND-. SYSTEMS
VENTILATING SYSTEMS .,
.......
CALL FOR FINAL INSPECTION WHEN ALLAPPRQPRI4ATE ITEMS AR()VF HkVF REENAPp.RovED -' :.
FINAL
PLUMBING . .
Aç..
ELECTRICAL,
MECHANICAL \A ')C..-ffi'
BUILDING
SPECIAL CONDITIONS
FIELD INSPECTION RECORD
REQUIRED SPECIAL INSPECTIONS . INSPECTORS NOTES
INSPECTORS
. . INSPECTION CHECKED DATEAPPROVAL
. :. .
.
SOILS COMPLIANCE . .
PRIOR TO
FOUNDATION INSP
S.
STRUCTURAL CONCRETE
OVER 2000 PSI
PRESTRESSED
CONCRETE
POST--TENSIONED
CONCRETE
FIELD WELDING
HIGH STRENGTH
BOLTS :-- \. . . - ..
SPECIAL MASONR' S .
S -
PILES CAISSONS
4
S-S.
S.- S 5-
S. S -. -'S'.•-SS. 55_•
- 5-
I I -
-'---T. -T. ____________ _______ -
5-
. ROBERT PRATERASSOCIATES
Consulting Soil, Foundation
& Geological Engineer&
10505 ROSELLE STREET..
SAN DIEGO, CALIFORNIA 92121
(619) 45,3-5605 •.
TO
I3L6f- JpT
DATE . . . JOB NO. .
PROJECT
Ad 24
LOCATION
,
. .
CONTRACTOR
,
. OWNER
WEATHER TEMP: 'o at A.M.
0 a P.M.
PRESENT ATsITE
THE FOLLOWING WAS NOTED
i have inspected the materials exposed in the footing excavations for the
> subject building(s). The materials consist essentially of
rj- ')
as anticipated in' our XZ-e"Q c4 -,t; investigation report. Accordingly,
it is our opinion that the footing excavations have been carried to the proper
depth and that the. materials exposed are suitable for the support -of footings
designed in accordance with the recommendations presented in the
investigation report for the project dated 4'°- 1'f1& iei 2//çt/k,
Our services consist of professional opinions and rrnmmnrItinns madta in
accordance with generally accepted geoteehniral PngInPPring principIs 'id
. practices This warranty is in Upat nf all nther wprrpnt.ec either express or
implied
f /0
L,. 4 é Lii 2-7. - Z- 2-
4/ Z
. L,
1
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L-_ L1 4 '-
(J6
TOP D) WE COPIES TO___________
SIGNED
2I2
f 7 :ROOFTILEFASTENINGThODS
THE RINESS TILETI]ETM METHOD
TheRiness Tile-Tie' System (also known as •. - : - - Single Line Tile-Tie) is a labor saving device IrloIrExposuRt S - for tile attachment and a low cost alternative
'16 the Twisted Wire Tyle-Tye System.Riness
Tile-Tie is U.B.C. approved for slopes of .. ..•..
2:12to12:12andcTT' —used with most clay . . .• •.. Mission or clay Shingle Tiles. .' . . Use of the ties as directed results in a non-
penetrated membrane and locks together the
- rows of tile to prevent wind damage, earth- . , .. - . ,• quake damage or shifting of tile from other .
. causes. •. . RIDGE OR UPPER - ___________________ END OF RINESS
- The system consists of interconne'cng a • -. RUIN
_____________________ series,of preformed wire ties through the
holes of the tile to provide a continuous an-. .
. •, . chorage against sliding off. Besides being 6 RiDGE
BOARD . . anchored at the ridge and eave line the wire SINGLE-LINE ties are anchored at intermediate points as (RINESS TILE-TIE)TIE- • RINE SS Till
ANCHORS - required to avoid overstressing the individual DETAILS 'ANCHOR .
11C" A' -
IN
TILE
k
FIRST'
TILE 1, END AS SHOW
W11 I%* STAPLE strength and in wind areas use the appropri-
SEND HDO
ate size Wind Lock for all cover tiles or at
• •, -
111011 OPP[ HOOK nit. NI pi nit least the first three courses at the eave
EAVE Z, EAVE DETAIL CIEMINI 1><1 WITH
WIND LOCK WIND LOCK IS COMPATIBLE WITH AU FORMS Or TYLE TYE'
WIND LOCKS 4
BRASS IOGA (102) Also known as "Tile Locks." Wind Locks are . COPPER 10 GA ('02) GAIVANIZID STEEL 12 GA 1105) for use with clay roofing tiles to all slopes. ,_ ..J\ . . STAINLESS STEEL (ON) They provide a locking device for the butt .
' .-----
WIND IOCK
10 GA BRASS OR 12 GA GALY STEEL FOR Mss & '•S- iLl edge of each cover tile. Wind Locks achieve AUTOMATICALLY
ILAPc"
: WIND LOGIc .gieater holding power and are used in high CONTROLS
RLAD N . wind designated areas. Wind Locks are
WIND LOCKS A COMPATIBLE WITH ALL METHODS OF-TILE WSTALLACN compatible with all methods of tile attach- stcr r - ment and are U.B.C. approved for all slopes.' HEAD LAP
, . , . . ,
,
NAILS SINGLE UNE TWISTED WIRE
HURRICANE CLIPS
Also known as Storm Locks. The Hurricane
- HURRICANE CUP Clip is a strap-type locking device for the . . -Fat Cwcrw THe w4 Clay -S**
' side edge of severaltypes of roofing tile. It .... . IEWIØRW5 (MW ) • - - provides maximum holding power when used
- in conjunction with Wind Locks and one of the other Tyle-Tye Systems. Hurricane Clips -
are especially suited for concrete roof tiles. CONCRETE TILE ' . - . - HURRICANE CLIP Advantages of the Hurricane Clips include "., Fits III side 00W a nails , .excellent holding power and invisibility of the . 1eIN-'tNngUWIon9 . Use 0M ;V to 611901x1 part after installation. Hurrican Clips are • , U.B.C. approved for all slopes.
'• -
3 .
MI, na,IM,I,'.'SI,Mr.o'SMcS
I #: I 1 I mi NI! *J
4
GOLD SEAL
Standard of
Excellence,
Continuous mixing of liquid to
liquid adhesive. Adhesives comply
with ASTM D 2559-82.
Member cross-section average
moisture content, 12% maximum.
Proof loaded Tension Zones.
Certified Tension graded lumbë'r
to AITC 302 specification.
Lumber 100% inspected by a
grader certified by an ICBO-
approved independent agency.'
Tfl
- I
imber Products Inspection, Inc. hereby,ce'iifle that the products identi-
ed below and on attached sheets No's._,.- re marked with the
Official Mark of Timber Products Inspection, Inc. ('FP'aE1d were manufactured
in conformance with applicable provisions of Amer*, ,N4diaY,Standard
-ANSI A190. 1-1983, Structural Glued Laminated Timber, Uniform Building
Code 1985, Section 2511, and as modified by
and that such manufacture has been by i'A14Di'.RD 3TRUCiU1J,
in U1ND UL, , h. , which plant has a quality control system
approved by the Inspection Bureau of Timber Products Inspection, Inc.
and inspected by a full-time, resident inspector of the Bureau, periodically
audited by a Bureau Supervisor and Bureau management.
The manufacture of these members complies with the manufacturing
and fabricating provisions of Chapter 25 of the Uniform Building Code.
Further, these described products were manufactured in conformance with
the Gold Seal.Standard of Excellence as summarized on this certificate.
JOB NAME: NO'iI C.iUNTY PPLZ.
JOB LOCATION: iiAiiOi- RD E E & J?1RcJN CAILSi3D , c:.
CUSTOMER ORDER NO.: ______ DATE: 12 / 12 MFGR. ORDER NO.: S c. 5
ORDER SPECIFICATIONS:
Fb 2LuU
Appearance .. I GLUL1! tv./CNDU.3TRIAL
Adhesive
-
Signature L i
Title Q . C - INSPECTOR Timber Products Inspection, Inc.
Date jir. 2', 1-ii Portland, Oregon
Timber Products Inspection, Inc., an APPROVED COMPLIANCE.
AGENCY NER #275 (superseding ICBO AA507, originally dated 1946),
hereby certifies that said company at its said plant is licensed by Timber.
Products Inspection, Inc. to use the TP Mark in respect of products
which comply with applicable provisions of said Standard, that the adequacy
of the quality control system in effect at said plant is daily inspected and
verified by the Inspection Bi.ireau of TP and that in the judgement of TP,
said company is capable of complying with applicable manufacturing and
testing provisions of said Code, Standard, and Report in respect of products
manufactured at said plant. TP guarantees that said manufacturer is
qualified to produce-a product meeting ANSI A190.1-1983 and that its
plant is daily inspected and verified by TP Inspection Bureau.
TP GOLD SEAL CERTIFICATE NO. A .10835
Timber Products Inspection, Inc. • P.O. Box 20455 9 Portland, Oregon 97220
/ PAGE 6 OF '7
MANUFACTURING ORDER
24 -FE3-37
NO CIV PLAZA
S-H-50561-RG-1
8ó-DEC -12
SD CO PG.14-42
NORTH COUNTY PLAZA
MARRON RD & JEFF E RSON -ST 619-465 -2770
CARLSSAD
CA
RES-COM SLUR INC A WEEKS
5120 GUILD STREET AFTER RECEI'T OF APPROVED SD
• LA MESA
CA 92041
F'OS ON TRk/JOoSITE
DRAWINGS BYSSI
IND 2 NON LAM CONS 2 4 F ENDS SUND WRAP DOUG FIR
ID MARK QTY WIDTH DEPTH LENGTH CANT L CAMBER RADIUS CANT R BOARD TAG
ELEV L ELEV R FEET NUMSER
F F87 1 6-3/4 15 34 .6 3 600* 467 120
F FI B 10 1 5-1/3 13-1/2 27 0-5/16 0-7/3 1200* 243 121
G GIB 1, 2 5-1/8 18 27 0 6 NON 659 122-12
0-1/2 0-1/2
G G32 4 5-1/8 16-1/2 24 3 . 0-3/4 1200* 1 10 4 124-12
G G54 1 5-1/8 21 25. 0 0-3/8 3000* 355 128
G G63 1 5-1/8 15 45 0 NONE 457 129
H H51 2 5-1/8 13 24 C NOME 4 536 1 30-1 3
H H 3 2 2 5-1/8 21 29 0 0-3/3 3000*. 4 825 132-13
H H33 2 5-1/8 13 22 0 0-1/2 1603* 538 134-1
H h34 1 5-1/8 15 27 0 0-5/3 1600* 275 136
H H35 1 5-1/8 15 2.2 0 0-1/6 3000* 224 137
"
izO
COLLINS
PAGE 3 OF 47
:NUFACTURNC ORDER
24
NO CTY PLAZA
S—.-5'J562—RM-1
. S 8ô—DEC-12
NORTH COUNTY PL1A
MRR0N RD 9 JEFESS0N ST .. 619-465-2770
CL3.AD . . . .
C.,
RES — COM E LDR INC 4 WEEKS
5120 GUILD STREET AFTER RECEIPT OF APPROVED s:
LI U MESA -
CA 92041 . . .
S ( FO ON TRKIJOaSITE
:DRWIN.S 3Y SSI. . S.
IND 2 NOM LAN COME 2 4 F ENDS UN C) WRAP . DOUG FIR
ID MARK TY WIDTH DEPTH LENGTH C.NT L .C.AM3ER - RADIUS CANT R BCARD TAG
ELSEV L . ELEV R FEET NU M. BE.
E E56 1.. 3-1/4 13-1/2 2?. 6—/16 . 0—E/5 1200* . 133 257
E E37 9 3-1/4 15 2.2 6—/16 1 500v 1377 258-2
E E E 3 1 3-1 /! .21. 22 —9/16 1-1/4 * 215 267
E E59 10 3-1/4 1 3-1 /2 .23 0 0-5/8 1200* 104 26 ?.—?7
E E10 2 3-1/4 15 23. 0 0-5/5 120* 312. 278-27
F F 8 1 3-1/4 15 2? 0 1-1/4 600* .. . 150 280
F FE9 2 3-1/4 18 . 22 0-7/16 0-5/3 1200* 359 281-2
G GS5 2 3-1/4 15 2? 6 0-1/2 160 306 283-25
0 Gó 2 3-1/4 15 22 J—/16 0-1/2 100- . 300 23572
0. 037 1 .3-1/4 15. .21 J-3/3 . 3_3/. 1600* 143 287
3 G 1 3-1/4 15 - 2 0 . 0-1/2 2000*.- 1 7 7 238
H 6 3-1/4 15 29 1-3/3 500* 3 1.199 239-2
H H37 3 3-1 /4 15 27 .J-3/ . 1-3/8 30.0* .. 553 .295-2
S
.
S
-COLL114,
24- F EE S- E7 -
NO CTY PLAZA
S -H-50562-RM-1
.36-EC-12
NORTH COUNTY PLAZA
NARRON R0 P JEFFERSON ST 619-465-2770
CARLS.4D
CA
RES -COM ELOR INC 4 WEEKS
5120 GUILD STREET AFTER RECEIPT OF APPROVED SO
LA MESA
CA 92041
• 03 ON TRK/JOBSITE
DRAWINGS BY SST_ •
IND 2 NON LAM COMB 2 4 F ENDS 3UND WRAP DOUG FIR
ID MARK QTY WIDTH DEPTH LENGTH. CANT L CAMBER RADIUS CANT R BOARD TAG
ELEV L ELEV R FEET NUM8E
H H33 9 3-1/4 15 26 0-3/3 0-7/3 1203* 1 538 29-3
89 2 3-1/4 15 22 0-3/3 0-1/2 1600* 2?9 307-3C
J jaii 5 3-1/4 15 27 3 3 3 O.0* 916 309-31
J J512 1 31/4 1 9-1 /2 26 0-1/2 0-7/3 1200* 230 314
RECEV
yL::• 0
• • emu•
COLL;
_