HomeMy WebLinkAbout1202 BASSWOOD AVE; ; CBR2021-1873; PermitPrint Date: 06/30/2021 Permit No: CBR2021-1873
Building Permit Finaled
Residential Permit
Job Address:
Permit Type:
Parcel #:
Valuation:
Occupancy Group:
1202 BASSWOOD AVE, CARLSBAD, CA 92008-1901
BLDG-Residential
2050521300
$5,269.80
Work Class:
Lot #:
Project #:
Reroof
Status:
Applied:
Issued:
06/26/2021
06/28/2021
Finaled Close Out:
#of Dwelling Units:
Track #:
Plan #:
Closed - Finaled
PBurn
Plan Check #:
Inspector:Orig. Plan Check #:Bathrooms:
Final Inspection:06/30/2021
Bedrooms:Construction Type:
Occupant Load:
Code Edition:
Sprinkled:
RE-ROOF 30SQ COMP SHINGLES (E-REVIEW)Description:
Project Title:
Contractor:
SEQUOIA ROOFING INC
1291 SIMPSON WAY
ESCONDIDO, CA 92029-1434(760) 739-7663
AMOUNTFEE
BUILDING PERMIT FEE ($2000+)$79.48
BUILDING PLAN CHECK FEE (BLDG)$55.64
SB1473 GREEN BUILDING STATE STANDARDS FEE $1.00 STRONG MOTION-RESIDENTIAL $0.69
Total Fees:$136.81 Total Payments To Date:$136.81 Balance Due:$0.00
Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." 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 will 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 capacity 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 you have previously been given a NOTICE similar to this, or as to which the
statute of limitation has previously otherwise expired.
1635 Faraday Avenue, Carlsbad CA 92008-7314 ï 760-602-2700 ï 760-602-8560 f ï www.carlsbadca.gov
Building Division Page 1 of 1
{"Cityof
Carlsbad
1 REV. 08/20
__________________________________________________________________________________________________
RESIDENTIAL
BUILDING PERMIT
APPLICATION
B-1
Plan Check
Est. Value
PC Deposit
Date
Job Address Suite: APN:
CT/Project #: Lot #: Year Built: ______________________
Fire Sprinklers: YES NO Air Conditioning: YES NO Electrical Panel Upgrade: YES NO
BRIEF DESCRIPTION OF WORK: ;ĂůůŶĞǁĐŽŶƐƚƌƵĐƚŝŽŶƌĞƋƵƌŝĞƐ&KZD^ͲϱϬĂŶĚͲϱϵĂƚƉĞƌŵŝƚŝƐƐƵĂŶĐĞͿ
This permit is to be issued in the name of the Property Owner as Owner-Builder, licensed contractor or Authorized Agent of
the owner or contractor. dhZE/EW' KE K&d,/^WW>/d/KEhWKE^hD/dd/E'W>E^͘ W' dtK/^Z Yh/Z d
W ZD/d/^^hE ͘
PROPERTY OWNER APPLICANT PROPERTY OWNERS AUTHORIZED AGENT APPLICANT
Name: Name:
Address: Address:
City: State: Zip:
Phone:
City: State: Zip:
Phone:
Email: Email:
DESIGN PROFESSIONAL APPLICANT CONTRACTOR OF RECORD APPLICANT
Name:
Address:
City: State: Zip:
Phone:
Email:
Architect State License:
Name:
Address:
City: State: Zip:
Phone:
Email:
State License/class: Bus. License:
1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Building@carlsbadca.gov
Solar: KW, Modules, Mounted: Roof Ground, Tilt: Y N, RMA: Y N,
Battery: Y N, Panel Upgrade: Y N
Reroof:
Plumbing/Mechanical/Electrical
Only: Other:
Additional Gas or ElectricalFeatures?Pool/Spa:SF
Patio SF, Garage SF ______ New^&: _Living SF, _ Deck SF,
Is this to create an Accessory Dwelling Unit? Y N New Fireplace? Y N , if yes how many?
Remodel: SF of affected area Is the area a conversion or change of use ? Y N
CBR2021-1873
$5,269.80
6/26/21
1202 Basswood Ave
Remove existing roof and install new GAF Timberline HD Reflector Series Shingles
■GAF Timberline HD Refector Series Shingles
Tony Lazarus
1202 Basswood Ave
Carlsbad CA 92008
808-265-3321
tony@thebeatgoesonmusic.com
■
tony@thebeatgoesonmusic.com
Sequoia Roofing,Inc.
1291 Simpson Way Suite F
Escondido CA 92029
760-739-7663
tlyons@sequoiaroofing.com
C39 897098
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( City of
Carlsbad
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OWNER PRINT: ^/'E͗
;WW>/EdKWd/KEͿKtE ZKZKEdZdKZ^hd,KZ/ ' Ed͗
2 REV. 08/20
IDENTIFY d, W ZD/dWW>/Ed >KtBY COMPLETING (OPTION A) (OPTION B) KZ;KWd/KEͿ
(WW>/EdOPTION A): LICENSED CONTRACTOR DECLARATION:
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3
of the Business and Professions Code, and my license is in full force and effect. I also affirm under penalty of perjury one of the
following declarations;,KK^ KE Ϳ:
I have and will maintain a certificate of consent to self-insure for workers’ compensation provided by Section 3700 of the Labor Code, for the performance of the
work which this permit is issued. Policy No.___________________________________________________________________________________________________
I have and will maintain worker’s compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued.
My workers’ compensation insurance carrier and policy number are: Insurance Company Name:
Policy No. ________________________________Expiration Date:
Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become
subject to the workers’ compensation Laws of California. WARNING: Failure to secure workers compensation coverage is unlawful and shall subject an employer to
criminal penalties and civil fines up to $100,000.00, in addition the to the cost of compensation, damages as provided for in Section 3706 of the Labor Code,
interest and attorney’s fees.
CONSTRUCTION LENDING AGENCY, IF ANY:
I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code).
Lender’s Name: Lender’s Address:
DATE: CONTRACTOR PRINT͗
(WW>/EdOPTION B): OWNER-BUILDER DECLARATION:
I hereby affirm that I am exempt from Contractor’s License Law for the following reason:
I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec.
7044, Business and Professions Code: The Contractor’s License Law does not apply to an owner of property who builds or improves thereon, and who does such
work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold
within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale).
I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The
Contractor’s License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed
pursuant to the Contractor’s License Law).
I am exempt under Business and Professions Code Division 3, Chapter 9, Article 3 for this reason:
_____________________________________________________________________________________________________________________________________
&KZDͲϲϭ“Owner Builder acknowledgement and verification form” has been filled out, signed and attached to this application.
&KZDͲϲϮΗOwnersAuthorized Agent Form” has been filled out, signed and attached to this application giving the agent authority to obtain the permit͘
By my signature below I acknowledge that, except for my personal residence in which I must have resided for at least one year prior to completion of the
DATE:
improvements covered by this permit, I cannot legally sell a structure that I have built as an owner-builder if it has not been constructed in its entirety by licensed
contractors. I understand that a copy of the applicable law, Section 7044 of the Business and Professions Code, is available upon request when this application is
submitted or at the following Web site: http://www.leginfo.ca.gov/calaw.html.
By my signature below, I certify that: I am authorized to act on the property owner or contra’s behalf. I certify that I have read the
application and state that the above information is correct and that the information on the plans is accurate. I agree to comply
with all City ordinances and State laws relating to building construction.
A' EdPRINT: DATE:
1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Building@carlsbadca.gov
^/'E͗
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■Zurich-American Insurance CompanyWC 90-00-843-10 12/31/2021
06/21/2021
06/21/2021
Tanya Lyons
Tanya Lyons
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B-10 Page 1 of 6 Rev. 04/14
Development Services
Building Division
1635 Faraday Avenue
760-602-2719
www.carlsbadca.gov
RE-ROOF
B-10
A building permit is required to reroof all buildings when:
Removal of the existing roof is required by
Chapter 15 in the 2013 California Building Code
And
Chapter 9 in the 2013 California Residential Code
When lighter weight roof covering is being replaced with a heavier weight
material engineering calculations may be required for the supporting structure.
The attached Supplemental Building Permit Application must be completed in
addition to the standard building permit application.
Please note: Combustible roof coverings are prohibited in Carlsbad per the City’s
adopted Building Code. All roof systems must be a minimum Class A System and the
roof covering must be non-combustible.
Required Inspections:
1. Tear Off: This inspection is required for either existing or new sheathing and
underlayment prior to installing new roof covering.
2. Final Inspection: When all roof coverings, and flashings are complete.
( City of
Carlsbad
B-10 Page 2 of 6 Rev. 04/14
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R906.2 Material standards. Above-deck thermal insulation
board shaJl comply with the standards in Table R906.2.
TABLE R906.2
MATERIAL STANDARDS FOR ROOF INSULATION
Cellular glass board ASTMC552
Composite boards ASTMC 1289,Typeill,JV, VorVl
Expanded polystyrene ASTMC578
Extruded polystyrene board ASTMC578
Perlite board ASTMC728
Polyisocyanurate board ASTM C 1289, Type I or ll
Wood fiberboard ASTMC208
SECTION R907
REROOFING
R907.1 General. Materials and methods of application used
for re-covering or replacing an existing roof covering shaJl
comply with the requirements of Chapter 9.
Exception: Reroofing shall not be required to meet the
minimum design slope requirement of one-quarter unit
vertical in 12 units horizontal (2-percent slope) in Section
R905 for roofs that provide positive roof drainage.
R907.2 Structural and construction loads. The structural
roof components shall be capable of supporting the roof
covering system and the material and equipment loads that
will be encountered during installation of the roof covering
system.
R907.3 Recovering versus· replacement. New roof cover-
ings shall not be installed without first removing all existing
layers of roof coverings where any of the following condi-
tions exist:
l. Where the existing roof or roof covering is water-
soaked or has deteriorated to the point that the existing
roof or roof covering is not adequate as a base for addi-
tional roofing.
2. Where the existing roof covering is wood shake, slate,
clay, cement or asbestos-cement tile.
3. Where the existing roof has two or more applications of
any type of roof covering.
Exceptions:
1. Complete and separdte roofing systems, such as
standing-seam metal roof systems, that are designed
to transmit the roof loads directly to the building's
structural system and that do not rely on existing
roofs and roof coverings for support, shall not
require the removal of existing roof coverings.
2. Installation of metal panel, metal shingle and con-
crete and clay tile roof coverings over existing wood
2013 CALIFORNIA RESIDENTIAL CODE
ROOF ASSEMBLIES
shake roofs shall be permilted when the application
is in accordance with Section R907.4.
3. The application of new protective coating over
existing spray polyurethane foam roofing systems
shall be permitted without tear-off of existing roof
coverings.
4. Where the existing roof assembly includes an ice
barrier membrane that is adhered to the roof deck,
the existing ice barrier membrane shall be permitted
to remain in place and covered with an additional
layer of ice barrier membrane in accordance with
Section R905.
R907.4 Roof recovering. Where the application of a new
roof covering over wood shingle or shake roofs creates a
combustible concealed space, the entire existing surface shall
be covered with gypsum board, mineral fiber, glass fiber or
other approved materials securely fastened in place.
R907.5 ReinstaUation of materials. Existing slate, clay or
cement tile shall be permitted for reinstallation, except that
damaged, cracked or broken slate or tile shaJl not be rein-
stalled. Any existing flashings, edgings, outlets, vents or sim-
ilar devices that are a part of the assembly shall be replaced
when rusted, damaged or deteriorated. Aggregate surfacing
materials shall not be reinstalled.
R907.6 Flashings. Flashings shaJl be reconstructed in accor-
dance with approved manufacturer's instaJlation instructions.
Metal flashing to which bituminous materials are to be
adhered shall be primed prior to installation.
SECTION R908
SOLAR PHOTOVOLTAIC PANELS/MODULES
R908.1 Plwto,ollaic systems. Rooftop mounted photovoltaic
shall be designed in accordance with this section.
R908.J.2 (IBCICBC 1509.7.1 Not an SFM provision.
Reserved for other agencies)
R908.1.3 Fi.re classification. Rooftop mounted photovol-
taic panels a11d modules shall have the fire classification
as required by Section R902.4.
R908.l .4 lnstnllaJion. Rooftop mounted photovoltaic sys-
tems shall be installed in accordance with the manufac-
turer's installation instructions.
R'J08.l.S Photovoltaic panels and modules. Photovoltaic
panels and nwdules 1TUJU11ted on top of a roof shall be
listed and labeled in accordance with UL 1703 and shall
be installed in accordonce with the manufacturer's instal-
lation instructions.
R908.1.6 Fire safety provisions for photovolJaic panels/
modul.es. Solar pho10voltaic panels/modules insta_lled
upon a roof or as an integral part of a roof assembly shall
comply with the requirements of this code (see Section
R331) a,zd the California Fire Code.
501
B-10 Page 3 of 6 Rev. 04/14
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TABLE R602.3(1)
FASTENER SCHEDULE FOR STRUCTURAL MEMBERS
ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF
FASTENER'"''
Roof
l Blocking betwun joists or rafters to top plate, toe nail 3-8d (2'/," x 0.113',
2 Ceiling joists to plate, toe nail 3-8d (21/2"x 0.113'1
3 Ceiling joists not attached lo parallel rafter, laps over parti-3-lOd lions, face nail
4 Collar lie to rafter, face nail or 11/4" x 20 gage ridge strap 3-lOd (3" x 0.128'1
3-16d box nails (31//' x 0.135',
5 Rafter or roof truss to plate, toe nail or 3-lOd common nails
(3" X 0.148'/
6 Roof rafters to ridge, valley or hip rafters: toe nail face nail 4-16d (31/2" X 0.135")
3-16d (31/2" X 0.)35")
Wall
7 Built-up studs-face nail IOd (3" x 0.128 '1
8 Abutting studs at intersecting wall comers, face nail 16d (3 ½" X 0.135")
9 Built-up header, two pieces with 1/2" spacer 16d (31/2" X 0.135'1
10 Continued header, two pieoes 16d (31/2" X 0.135'/
11 Continuous header to stud, toe nail 4-8d (21/2" x 0.113")
12 Double studs, face nail 10d (3"x 0.128'1
13 Double top plates, face nail 10d (3" x 0.128'1
14 Double top plates, minimum 24-inch offset of end joints, 8-16d (31/2"x 0.135'1 face nail in lapped area
15 Sole plate to joist or blocking, face nail 16d (31/2" X 0.135'1
16 Sole plate to joist or blocking at braced wall panels 3-16d (31/2"x 0.135'1
3--8d (21/," x 0.113',
17 Stud to sole plate, toe nail or
2-16d (31/2"x 0.135'1
18 Top or sole plate to stud, end nail 2-16d (31/2"x0.135'1
19 Top plates, laps at comers and intersections, face nail 2-IOd (3" x 0.128'1
20 l • brace to each stud and plate, face nail 2-8d (21/2" x 0.113'1
....,.. 2 staples 13/4"
21 I• x 6" sheathing to each bearing, face nail 2-8d (2'/," x 0.113")
2 staples I 3/, •
22 I " x 8" sheathing to each bearing, face nail 2-8d (2'/," x 0.113")
3 staples 13/,"
23 Wider than I " x 8" sheathing to each bearing, face nail 3-8d (21/2"x 0.113')
4 staples I 3/4"
Floor
24 Joist to sill or girder, toe nail 3-Sd (21/," x 0.113 ·,
25 Rim joist to top plate, toe nail (roof applications also) 8d (21/," x 0.113")
26 Rim joist or blocking to sill plate, toe nail 8d (2 ½" X 0.113")
27 I" x 6" subfloor or less to each joist, face nail 2-8d (21/1"x 0.113")
2 staples I 't;•
28 2" subfloor to joist or girder, blind and face nail 2-16d (31/2" X 0. 135")
29 2" planks (plank & beam -floor & roof) 2-!6d (31/2" X 0.135'1
30 Built-up girders and beams, 2-inch lumber layers !Od (3"x0.128')
31 Ledger strip supporting joists or rafters 3-16d (31/," x 0.135 ")
( continued)
2013 CALIFORNIA RESIDENTIAL CODE
WALL CONSTRUCTION
SPACING OF FASTENERS
-
-
-
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2 toe nails on one side and I toe nail on
opposite side of each rafter or trussl
-
24"o.c.
12"o.c.
16" o.c. along each edge
16 • o.c. along each edge
-
24"o.c.
24"o.c.
-
16"o.c.
16"o.c.
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--
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--
-
6"o.c.
6"o.c.
--
-
at each bearing
Nail each layer as follows: 32" o.c. at
top and bottom and staggered.
Two nails at ends and at each splice.
At each joist or rafter
199
B-10 Page 4 of 6 Rev. 04/14
WALL CONSTRUCTION
· TABLE R802.3(1}-contlnued
FASTENER SCHEDULE FOR STRUCTURAL MEMBERS
SPACING OF FASTENERS
ITEM DESCRIPTION OF BUILDING MATERIALS DESCRIPTION OF FASTENER"'~• Edges
(lnchea~
Intermediate auppo,ts~ •
(lnchn)
Wood alrvctural pan.ts, .,.bfloor, roof Mid lntefiOr wall aheathlng to framing Mid particleboard wall ahN1hlng to framing
32 ,, .... ,,. " 6d common (2" x 0.113 '') nail (subfloor, wall)i
Sd common (21/2" x 0.131 '') nail (roof)' 6 12'
33 .. ,,,"-I" 8d common nail (21/2" x 0.131 ") 6 12'
34 I 'I," -11/4"
!Od common (3" x 0.148 '') nail or 6 12 8d (21/,'' x 0.131 '') deformed nail
Other wall -ng•
35
1/2" structural cellulosic
fiberboard sheathing
1 '/2" galvanized roofing nail, 7/16" crown or l "crown
staple 16 ga., 11 / ,'' long 3 6
36 ,,,,, "structural cellulosic
fiberboard sheathing
1 '/.'' galvanized roofing nail, 7/16" crown or 1" crown
staple 16 ga., 11/2" long 3 6
37 1/,'' gypsum sheathing' 11/2" galvanized roofing nail; staple galvanized,
11/2" long; I 1/4 screws, Type W or S 7 7
38 •I," gypsum sheathing' 13/4" galvanized roofing nail; staple galvanized,
l'/g"long; l'I," screws, Type W or S 7 7
Wood atructural panels, combination aublloor undertayment to framing
39 3/,'' and less 6d deformed (2" x 0.120'') nail or
8d common (21/2" x 0.131 '') nail 6 12
40 'I,"-I " 8d common (21/2" x 0.131 '') nail or
Sd deformed (21/2" x 0.120'') nail 6 12
41 11/1"-11/,"
IOd common (3" x 0.148'') nalt or 6 12 8d deformed (21/2" x 0.120") nail
For SI: I inch = 25.4 iwn, I fOOI = 304.8 mm, I mile per hour= 0.447 m/s; I Ksi = 6.895 MPa.
a. All nails are smooch-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing connections shall have minimum
average bending yield strengths as shown: 80 ksi for shank diameter of 0.192 inch (20d common nail). 90 ksi for shank diameters larger than 0.142 inch but
not larger than 0.177 inch, and 100 ksi for shank diameters of 0.142 inch or Jess.
b. Staples are 16 gage wire and have a minimum '!,,-inch on diameter crown width.
c. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater.
d. Four-foot by 8-fOOI or 4-foot by 9-foot panels shall be applied vertically.
e. Spacing of fasteners nol included in this table shall be based on Table R602.3(2).
f. For regions having basic wind speed of 110 mph or greater, 8d dcfonned (2112" x 0.120) nails shall be used for attaching plywood and wood stIUctural panel
roof sheathing 10 framing within minimum 48-inch distance from gable end walls, if mean roof height is more than 25 feet, up 10 35 feet maximum.
g. For regions having basic wind speed of I 00 mph or less, nails for attaching wood struclllral panel roof sheathing 10 gable end wall framing shall be spaced 6
inches on center. When basic wind speed is greater than 100 mph. nails for a11llching panel roof sheathing 10 intermediate supports shall be spaced 6 inches on
center for minimum 48-ioch distance from ridges, eaves and gable end walls; and 4 ioche.s on center to gable end wall framing.
h. Gypsum sheathing shall conform to ASTM C 1396 and shall be inslalled in accordance with GA 253. Fiberboard sheathing shall conform to ASTM C 208.
i'. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required blocking and al all floor perimeters
only. Spacing of fasteMrs on roof sheathing panel edges applies 10 panel edges supported by framing members and required blocking. Blocking of roof or
floor sheathing panel edges perpendicular to the framing members need not be provided except as required by Olher provisions of this code. Floor perimeter
shall be supported by framing members or solid blocking.
j. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule, provide two toe nails on one side of the rafter and toe nails from
the ceiling joist to top plate in accordance with this schedule. The toe nail on the opposite side of the rafter shall not be required.
200 2013 CALIFORNIA RESIDENTIAL CODE
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B-10 Page 5 of 6 Rev. 04/14
CITY OF CARLSBAD
POLICIES AND PROCEDURES
NUMBER: 97-50
SUBJECT: Re-Roof Sheathing Inspections During Inclement Weather
EFFECTIVE: 12/15/97
SECTION: BUILDING DIVISION SUPERSEDES:
PURPOSE: To set forth the allowable procedure for re-roof inspections during periods of inclement
weather.
INTENT: The intent of this policy is to establish a uniform procedure for inspecting the
underlayment installation for re-roof projects while protecting the house from the threat of
inclement weather. It is not the intent of this policy to allow roof sheathing to be covered
without inspection during periods of dry weather or when there is no threat of
inclement weather.
BACKGROUND: The threat of wet weather prompts many homeowners to contract to have their house re-
roofed. In most cases this involves removing the old roof material and installing new
underlayment (Plywood or proprietary OSB Board). A building permit and “tear off”
inspection is required prior to placing the roofing materials.
POLICY: During periods of inclement weather, or when there is a threat of rain, roof sheathing on re-roof projects
may be covered with a single layer of asphalt saturated felt and “dried in” prior to the roof sheathing
inspection subject to the following conditions:
1. The roof shall not be loaded with roof covering materials until the sheathing has
been approved.
2. The roofing contractor shall schedule a sheathing inspection and provide the
inspector access to the roof sheathing.
a. The roofing contractor shall provide an appropriate sized ladder on site for
the inspection.
b. The contractor shall call the morning of the inspection and inform the
inspector of the circumstances of the inspection and arrange for either an
a.m. or p.m. inspection.
c. The roofing contractor must have an employee on site during the inspection
to reveal portions of the new underlayment to the satisfaction of the inspector.
d. If structural reinforcement to the roof framing is necessary, the repairs shall
be shown to the inspector at that time.
e. In the event the inspector determines the sheathing is nailed improperly, the
roof sheathing shall be fully exposed an re-nailed. A re-inspection is then
required.
Initiated By: Approved By:
B-10 Page 6 of 6 Rev. 04/14
REROOFING SUPPLEMENTAL BUILDING PERMIT APPLICATION
1. JOB ADDRESS:_______________________________________________________
2. TYPE OF BUILDING: RESIDENTIAL__________ COMMERCIAL_________
** Please contact HCD for a permit if you will be doing work on a manufactured/mobile home. **
3. ROOF SLOPE: RISE_______ INCHES IN 12 INCHES
4. NUMBER OF EXISTING ROOF COVERING (CIRCLE ONE) 1 2 3
5. TYPE OF EXISTING ROOF COVERING________________SHEATHING________
6. NEW ROOF MATERIAL ________________CLASS_____
7. NUMBER OF SQUARES________________ WEIGHT PER SQ.__________
8. TRADE NAME__________________ MANUFACTURER______________________
9. ROOF SYSTEM LISTING:
UL NO. ______________ I.C.C.E.S. Report #_______________ ASTM ______________
10. IS THE EXISTING STRUCTURAL DESIGN SUFFICIENT TO SUSTAIN THE WEIGHT OF THE
PROPOSED ROOF? YES NO
All roof coverings are required to be CLASS A. Combustible roof coverings of any type or
classification are prohibited.
I understand the following inspections are required:
1. Tear Off/Pre-Inspection prior to install new roof covering
2. Final Inspection
I agree to provide a ladder extending at least 2 rungs above the roof for inspection.
Name ___________________________________________
Signature ________________________________________Date______________________
(CIRCLE ONE) Contractor Owner
*6. Rolled Roofing, Standard/Lite Tile, Asphalt/Comp fiberglass, Built Up, Other
Building Permit Inspection History Finaled
PERMIT INSPECTION HISTORY for (CBR2021-1873)
BLDG-Residential 06/26/2021Application Date:Permit Type:Owner:
Reroof 06/28/2021Work Class:Issue Date:Subdivision:PATTERSONS ADD
06/28/2022Expiration Date:Status:
IVR Number: 34217
Closed - Finaled 1202 BASSWOOD AVE
CARLSBAD, CA 92008-1901
Address:
Scheduled
Date
Inspection Type Inspection No. Inspection
Status
Primary Inspector Reinspection InspectionActual
Start Date
06/30/2021 BLDG-15 Roof/ReRoof
(Patio)
160872-2021 Scheduled Paul Burnette Incomplete
COMMENTS PassedChecklist Item
BLDG-Building Deficiency No
BLDG-Final Inspection 160871-2021 Passed Paul Burnette Complete
COMMENTS PassedChecklist Item
BLDG-Building Deficiency Yes
BLDG-Plumbing Final No
BLDG-Mechanical Final No
BLDG-Structural Final Yes
BLDG-Electrical Final No
Wednesday, June 30, 2021 Page 1 of 1
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