HomeMy WebLinkAbout2056 Linda Ln; ; CBR2019-3615; PermitPrint Date: 12/23/2019
Job Address:
Permit Type:
Parcel No:
Valuation:
Occupancy Group:
# Dwelling Units:
Bedrooms:
Project Title:
2056 Linda Ln
BLDG-Residential
2051603800
$8,431.68
Residential Permit
Work Class: Reroof
Lot#:
Reference #:
Construction Type:
Bathrooms:
Orig. Plan Check #:
Plan Check#:
Description: RUTLEDGE: REROOF 4800 SF COMP SHINGLE TO COMP SHINGLE (AS-BUILT)
Applicant:
KYLE RUTLEDGE
2056 Linda Ln
Carlsbad, CA 92008-2041
BUILDING PERMIT FEE ($2000+)
BUILDING PLAN CHECK FEE (BLDG)
Owner:
COOWNER RUTLEDGE KYLE AND KYLA
2056 Linda Ln
CARLSBAD, CA 92008
SB1473 GREEN BUILDING STATE STANDARDS FEE
STRONG MOTION-RESIDENTIAL
Total Fees: $182.45 Total Payments To Date: $182.45
(City of
Carlsbad
Permit No: CBR2019-3615
Status:
Applied:
Issued:
Permit
Finaled:
Inspector:
Final
Closed -Finaled
12/19/2019
12/19/2019
Inspection: 12/23/2019 2:00:28Pr
Balance Due: $0.00
$106.09
$74.26
$1.00
$1.10
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 I 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov
l Cityof
Carlsbad
RESIDENTIAL
BUILDING PERMIT
APPLICATION
B-1
Plan Check
Est. Value
PC Deposit ----------
r:' 't C _,/....,_2_-_1'---19_-_,_I _J__q __
JobAddress 205Ce 1..-~"'d• Ylrl-C Suite: ____ APN: __________ _
CT/Project #: _________________ lot#: ___ _
Fire Sprinklers: yes/ no Air Conditioning: yes/ no Electrical Panel Upgrade: yes/ no
BRIEF DESCRIPTION OF WORK: iZr -&r,R
□ Addition/New: _____ living SF, ____ Deck SF, ____ Patio SF, ____ Garage SF
Is this to create an Accessory Dwelling Unit? Yes/ No New Fireplace? Yes/ No, if yes how many? __
D Remodel: ____ SF of affected area Is the area a conversion or change of use ? Yes/ No
0 Pool/Spa: ____ SF Additional Gas or Electrical Features? _____________ _
D Solar: ___ KW, ___ Modules, Mounted: Roof/ Ground, Tilt: Yes/ No, RMA: Yes/ No, Battery: Yes/ No
Panel Upgrade: Yes/ No
~eroof: --'4_· '.6~S-=Q"-----__ c_6----,Mf!F-----'=S'---h--'; Mj-+'l_e.-______ _
D Plumbing/Mechanical/Electrical Only:
D Other: __________________________________ _
At't-'uLANi. (PK1IVIAKY LOi'4TACTj
Name: l?ylt iZvtl:1 d,~
Address: :z,05 <a k~"'d• I o,Mf
City: C.r(.,,l,z1¥d State: Cg Zip: ",ZQOS
Phone: ::J C,0-CP91o -1:-Z.S:8
Email: It.)' (:t (e C..al Cd>M I lf\!aU I Olt,'ov, , t..Dm
DESIGN PROFESSIONAL
Name: __________________ _
Address: ________________ _
City: ________ State: ___ ,Zip: ___ _
Phone: _________________ _
Email: _________________ _
Architect State license: ___________ _
PkOPi:k'ir OWNER
Name: '¾at,t
Address: __________________ _
City: __________ State:, ___ Zip: ____ _
Phone: ___________________ _
Email: ___________________ _
CONTRACTOR BUSINESS
Name: ____________________ _
Address: __________________ _
City: ________ State: ___ .Zip: ______ _
Phone: __________________ _
Email: ___________________ _
State license: ______ Bus. license: ______ _
(Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, Improve, demolish or repalr any structure, prior to its
Issuance, also requires the applicant for such permit to file a signed statement that he/she is licensed pursuant to the provisions of the Contractor's License Law
{Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code} or that he/she is exempt therefrom, and the basis for the alleged
exemption. Any violation of Section 7031.S by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars {$500}).
1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Building@carisbadca.gov
B-1 Page 1 of 2 Rev. 06/18
( uf'I IUi• A 1: WUKKl:RS'Cull/lf>t.NSATIOi'i DECLARATION:
I hearby affirm under penalty af perjury QQ.e. of the following declarations:
□ 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.
□ 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: __________ _
-iertificate 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 be come
''lubject 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.
CONTRACTOR SIGNATURE: □AGENT DATE: -----------------------------
( uV1 h.JN 1:1 j: Uw'Ni:K-tH.ilLDE:R D!:Ci..ARATiON:
I hereby affirm that I am exempt from Contractor's License law for the following reason:
1, 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.
'7(),14, 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
uant to the Contractor's License Law).
m exempt under Section ________ Business and Professions Code for this reason:
ersonally plan to provide the major labor and materials for construction of the proposed property improvement. □ Yes □ No
2. I (have/ have not) signed an application for a building permit for the proposed work.
3. I have contracted with the following person (firm) to provide the proposed construction (include name address/ phone/ contractors' license number):
4. I plan to provide portions of the work, but I have hired the followlng person to coordinate, supervise and provide the major work {include name/ address/ phone/
contractors' license number):
5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated {include name/ address/ phone/ type of work):
OWNER SIGNATURE: --,f4,"Au"--/+1!3~!M'L::::::::"~---------□AGENT
CONSTRUCliON Li:i\iUii',jG AGC:NC,, 1F Ah1·1.
DATE: _1-,,.;ll';_._~~/,.,_~.,___
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: ____________________ _
Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention
program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? □ Yes D No
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? □ Yes □ No
Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? □ Yes □ No
IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE
REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT.
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.
I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP
HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF
THE GRANTING OF THIS PERMIT.OSHA: An OSHA permit is required for excavations over 5'0' deep and demolition or construction of structures over3 stories in height
EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized
by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time
after the work is commenced for a period of 180 days (Section 106.4.4 Uniform Building Code).
APPLICANT SIGNATURE: -f ~
1635 Faraday Ave Carlsbad, ~::~-2719 Fax: 760-602-8558
DATE:-'¾J~t~,/4~,,___ __
Email: Buiiding@carisliadca.gov
B-1 Page 2 of2 Rev. 06118
PERMIT INSPECTION HISTORY REPORT (CBR2019-3615)
Permit Type: BLDG-Residential Application Date: 12/19/2019 Owner: COOWNER RUTLEDGE KYLE AND
KYLA
Work Class: Reroof Issue Date: 12/19/2019 Subdivision: LINDA ESTS UNIT# 2
Status: Closed -Finaled Expiration Date: 06/22/2020 Address: 2056 Linda Ln
Carlsbad, CA 92008-2041
IVR Number: 23817
Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date
12/23/2019 12/23/2019 BLDG-15 114555-2019 Passed Tony Alvarado Complete
Rool/ReRoof (Patio)
BLDG-Final 114730-2019 Passed Tony Alvarado Complete
Inspection
Checklist Item COMMENTS Passed
BLDG-Structural Final Yes
December 23, 2019 Page 1 of 1
REROOFING SUPPLEMENTAL BUILDING PERMIT APPLICATION
1. JOB ADDRESS: "2.0S"G, L ,'.,1.d"' L.,,1< G,,,d--,toa.d C.0t 9ZC'P'is:
2. TYPE OF BUILDING: RESIDENTIAL.__,,V:__ __ COMMERCIAL ___ _
,.
3. ROOF SLOPE: RISE lf INCHES IN 12 INCHES
4. NUMBER OF EXISTING ROOF COVERING (CIRCLE ONE) 1 (V 3
5. TYPE OF EXISTING ROOF COVERING C.DX ?lywoo,\ SHEATHING 5o/ tJ
Mtt.•11-c.,,..,f<'<,lt~
*6. NEW ROOF MATERIAL .;t,,~..,~l~ 4 CLASS A: WEIGHT PER SQ. 22,0 I lo~,
7. NUMBER OF SQUARES __ Lf:_,_Q:=------
co""F"i,1i-r'eJ,,., .,,,""'-t ... i~/
8. TRADE NAME c,1,,:.,,1 < s MANUFACTURER__._,0"'..,..,:::.:''-'""'-'~--'u,.«l!.r-"'"'.ulr1""~ei..---
9_ ROOF SYSTEM LISTING:
UL NO. __ 7_,.__,_~0=---1.C.C.E.S. Report# A,-c.,t-f~S:
ASTM 17 :z_;z.,9.:
10.IS THE EXISTING STRUCT~L DESIGN SUFFICIENT TO SUSTAIN THE WEIGHT OF THE
PROPOSED ROOF? ~ 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.
SSoat,~ F ~-
Contractor :::; __ _ Contractor
Name f01f wtH do/-l
'iii --~oiled· Roofing, Standard/Lite Tile, Asphalt/Comp fiberglass, Built Up, Other
--a.---' ' -'.
DEC l 9 20i9
Page 6 of6
B-10
/ \
J
(~
()
I'· \ \;,;,,,..
R906.2 Malerlal standards, Above-deck thermal insulation
board shall comply with the standords in Table R906.2.
TAIIIJ!~ MA'l1RIAL IITANDAADS FORflOOF INIULATION
Cellular &)u, board ASTMC552
~ .. -ASTMC 1289, Typcm,IV. V or VI
llxpanded poly-ASTMC578
llmul,dpol-board ASTM C 578
Pel1iteboard ASTMC728
Polyisocyanurate board ASTM C 1289, Type I or II
Wood fib<rboanl ASTMC208
SECTION R907
REROOFING
R907.1 Gem,ral. Materials and method, of application used
for ~ctlng or ~acina an existing roof coveting shall
comply with the requimnenl& of Chapter 9.
EueptJ,,.: Reroofmg shall no1 be required to meet the
minimum design slope --of one-quarter unit
vmi<al in 12 unit, horizontal (2-percent slope) in Section
R905 for roof, that provide positive roof drainage.
R907.2 Slnldural end -loacll-The structural
roof components shsli be capable of supporting the roof
covering system and the material and equipment loads that
will be coconnteml during installation of the roof covering
system.
Jlf07.3 llecoffrfag ..,_ reph-. New roof cover-
ings shall not be installed without fint removing all existing
layon of roof coverings where any of the following condi-
tions exist:
I. Where the existing roof or roof coveting is w--
soaked or bas deteriorated to the point that the existing
roof or roof covering is not adequate as a base for addi~
tiona1 roofing.
2. Where the existing roof covering is wood shake, slate,
clay, coment or asbeatos...ment tile.
3. Where the existing roof bas two or more applications of
any type of roof coveting. -.,.-,
1. Complete and separate 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 mets! panel, metal shingle and con-
crete and clay tile roof coverings over existing wood
2013 CAUl'ORHIA IIUIDl!HTIAL CODE
Page2of6
ROOF-111.lES
shake roofs shall be permitted wben the application
is in acccnlance 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 exisling roof
coverings.
4. Where the existing roof assembly includes an ice
barrier membrane that is adbmd 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.
R901 A Roof l'CCO\'ering. 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, minefll fiber, glass fiber or
other approved materials securely fastened in place.
8'f7.5 RetlW!all•tlon of materials. Existing slate. clay or
cement tile shall be pennitted for reinstallation, except that
damaged, -or broken slate or tile shall not be rein-
stalled. Any existing flashings, edgings, outlets, vents or sim-
ilar devices thst sre a part of the assembly shall be replaced
when rusted. damaged or deteriorated. Aggtcgate sumcing
materials shall not be reinstalled.
R907.6 Flasblnp. Flashings shall be reconstructed in accor-
dance with approved manufacturer's installation instructions.
Metal flashing to which bituminous materials are to be
sdhered shall be primed prior to installation.
SEC110NR908
SOLAR PHOTOVOLTAIC PANELS/MODULES
ll908.1 Plroto"'1llalt: ,,,__ R0<1ftop """"""' photovoltaic ,hall be designed in accordance with thts section.
RfJ08.1.l (IBCICBC 15119. 7.1 Not "" SFM pr,,,,islor,.
R...,..edfor olli,r ag,nti,s)
R908,l.3 Fin tloulftcation. Rooftop mowu,d photovol·
taic fX'll•ls and modules shall ha,e the jirt: classification
as required by Section R902.4.
RJ08,1.4 lm""'4tion. Rooftop mounted photovoJtaic sys-
ttms shall be installed in accordance with the manufac~
turer'.s installation ins1ructions.
11908.l.S Photo"""'1i,: pan,ls IUUI mo,b,J.,, p1,01ovoltaic
pands and modules mounted on top of a roof 1holl be
listed and labeled in accordance with UL 1703 and sltall
be installed in accordance with the manufac,urer'1 in.sial~
lation instructions .
R908.1,6 Fin r,efety prollillom for photo..,ltak pa,,•lsl
,noduln. Solar photovol1aic panels/modules installed
upon a roof or as an integral pa11 of a roof Qsse,nbly shall
comply with the requirements of this code (see SectUm
R33/) and fhe California Fire Code.
li01
Rev. 04/14
)
C)
( ) ,...,.,,
B-10
111111
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12
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31
TAIIU! III02.3(1l
FASTENl!R 80HEDULE l'OR Sl'AUCTURAL IIIIIIIEAS
DIICwnott OF autLDtNG ELWTB NUMBER AND TYN: Of PASt'INIR"'"'' -Blocking bctwcenjoistl o,: raftffl to IDp plate, toe nail J..8d (2"," X 0.113")
Ceiling joists to plalc, toe nail 3-8d (2'/," x0.113'}
Coilingjois11 not ll1aChed to parallel rafter, laps over pani• J..Hld lions. face nail
Collar lie to rafter, face nail or 11//' x 20 gage rid,ge strap 3-IOd (3" x 0.128")
3-16d box nails (31//x0,135")
Rafter or roof truss to plate, toe nail or 3-lOdcommon nails
(3"x0.l48")
Roof rafters to ridge, valley or hip rafters: toe nail r~ nail 4-16d (31/2 "x O.t35")
3•16d (3'/2" X 0.135") -Built-up ----nail IOd(J"x0.128")
Abuuing atuda at incmecting wall corners, face nail 16d(3¾"x0.l35")
Built--up header, two pieces with 1/1" spacer 16d (31/{ )( 0,135")
Continued header, two pieces 16d (3'1,"x 0.135")
Continuous header to stud, toe nai1 4-8d (2'/," X 0.Jl3")
Double atuds, face nail IOd (3" x 0.128'}
Double IOp plates, face nail IOd (3" x 0.128'}
Dooblo IDp platos, minimum 24-ioch offset of eed joints, 8-l6d (3'/," X 0.135") -nail In lapped ....
Sole plate to joiJt or blocking, fa<e nail l6d (31/1" X 0,135j
Sole plate 10 Joi" or blocking ll braced wall panels 3-J6d (31/1" X 0.135")
J..Sd (21/1" x 0.113")
Stud to sole plate, toe nail or
2-16d (31//' x 0.135")
Top o, ,ole plate 10 llWl, eed nail 2-16d (3'/2" X 0.135'}
Top plates. lips at comers and intersections. face nail 2-lOd (3" x 0.128")
l" bracc 10 eacli llWi and plate, face nail 2-&d (21/i" X 0.113") ~,, . .,, laplc,13/4"
l" • 6" lhcllhing to each bearing. face nail 2-8d (2'/," •0.113")
2 staples tl/4"
1 " x 8" sheathing to each bearing. face nail 2--8d(21/2 ")( 0.1131
3 staples I '14"
Wukl'lhan l" x 8" sbeathing to each bearing, face nail 3-8d (21/( X 0.113")
4 staples 1'1." -Joist to sill or girder, toe nail 3-8d (21/2" x 0.1131
Rim joist IO top plate, toe nail (roof applications also) Sd.(21/3" >< 0.113")
Rim joist or blocking to sill plate. toe nail 8d(2½"'x0.113")
1 " x 6" subfloor ot less to each join, face nail 2-8d (')}11" x 0.113 ")
2 stapli::s ll/4"
2" subtloor to joist or girder, blind and face nail 2-l6d (31lz" >< 0. 135")
2" planks (plank & beam. floor l!t roof) 2-16d (3 1/2" x 0.l3S;
Built-up ginlen and beams, 2-inch lu,nbe,-layers 10d(3"x0.128")
Ledger IUip supporting joisu or raflers 3-16d (31/l" )( 0.135")
(continued)
2013 CALlf'ORNIA Rl!SIDENTIAL CODE
Page 3 of6
WAU. CONSIIIUCT10N
IPACING Of FAITINIRI
--
-
-
2 toe nails on one side and 1 toe nail on
opposite side of each rafter°'..,,
-
24" o.c.
12"o.c.
16" o.c. Ilona eac!i edge
16" o.c. along each edge
-
24"o.c.
24"o.c.
-
16" o.c.
16"0,C.
-
---
------
--
-
6"o.c.
6"o.c... --
-
at each bearing
Nail each layer a.,; follows: 32 "o.c. at
u,pandbotromandstapered.
Two nails al ends and at eacb splice.
At each joist or rafter
1119
Rev. 04/14
B-10
WALL CONl'IRUC110N
TABLE-.i11-FASTlt«R SCHEDUU! FOflllTRUCTURAL-eRS
I IPACINQ Of FA81ENIRS
ITIII DUCfllJITIOH OF 8UILDlilQ IIATIRIALI De8CRIP'f10N OF ,=ASnNER"--.•
(ll=f
~ .... ...,...... _,
Wood ........ ,._, ....... roofMdlnWIOrw.11 ahNthlnglotraffllnO and~Wd ....... to framing
32 ,,, ". 'l1" 6d common (2" x 0.113") nail (subfloor, wallY
8d common (21/l x 0.131 ") nail (roof}' 6 12'
33 lf/y/-f" 8d common nail (21/2" x OJ31 ") 6 121
34 111,"-11/,.'' !Od common (3"x 0.148") nail or 6 12 8d (21/3" X 0,131 ") deformed nail ---35
1/1" snuctural c:ellulo&lc
fiberboard ahoathiDi
l 111" aatvanized roofing nail. 111," crown or 1" crown
&taplo 16 p., l'i, "IODB 3 6
36 ~,u" sttuctura1 cellulosic l'/4" ,a)v~ roofi08 nail, 7/14 "crown or I" crown 3 6 fiberboard abcadung ataple 16 ga., I/," long
37 'I," gypswn -s' J 1/1" galvanit.ed roofing nail; 11taplti JalVanized.
11/2" long; 111.scrowa, Type W or S 7 7
38 'I," gypswn lheaming' I'I," galvamud roofing nail; otaple galvoniud,
J'/1 "long; 15/1" screws, Type W or S 7 7
Wood ................ OOfflblMdonlUbflOO, Ji .. ls)u•AltD .....
39 l/4" and less 6ddefonned (2"x 0.120') nail or 6 12 8dcommoo (2'1, •x 0.131 ") nail
40 7/1"~1" Sdcomman{l1/2" x 0.131 ")Mil or
8d defonned (21/,"x 0.120") nail 6 12
41 11/,"~ 11// 10d-(3"x0.148')nail or 6 12 8ddeformed (21/2" x 0.120") nail
For SI: l inch• 25,4 mm. l foot• 304.B nua, I mile per bout"" 0.447 m/1; 1 Ksi • 6.895 MPa.
a. AU nails se lllJOOth..comrQ box or deformed lhltlb except where oth!rwise .wed. Nail• uaed for l'rarrtin, and lhealhi1lj COQMCtiona lhall have minimum avcnae bctndhlJ yioW llnDJtbs u lhown: 80.bi for lhant diamcterofD.192 inch (20d common nail), 901ui (or shank diameten tupr than 0.142 inch hut
aot larpr thin 0.117 inch, Ind 100 bi (or .iww. di.unetera of0.142 ioc:b or lcu..
b. Staplea are 16 pp wife ,md have• minhrwm 1/16-mc:h °" dllUMler crown width.
C, N.U. lhall be speced at BOt mom dwl 6 lnch,a GA 0CAla' at all 8Upp0IU where apans am48 inches« pater.
d. Pour.foot by 3-foot or 4-foot by 9.foot pae1t lbatl be applied vertic:ally.
e. Spciaa: of futffler1 t10t included in dUI '1lble llhall be based on Table R602.3(2).
f. Forfllllons bavmgbuk: wind lpeed of 110 mph or greaaer, 8d deformed (21/1" x0.120) nails lhall be UIOd for auacbiq plywood and wood ltnlCtWal panel
roof sheathiJlg to framing wi&hm minimum 43-inch dittance from pblc end walls, if mean roof height is more than 25 Im. up to 35 feet maximum.
1 .... ....,..bovtnabulcwlnd .-,ol'IOOmph«-nmJ,I«-wood"'"'cmalpondroof-lOpb~ Ofldwal!Olmia8lhall be,po,:ed6
blchel on ceatet. \Yhen baaic wind speod ii pater than 100 mph, ntils to, attaching paacl roof Jbeadlin&: to iDtennodiate IUppOl1I w1l be apaccd 6 inches on
cemer for minirnam 48-ioch diltauce from rid.pa, eavet and pb1e ond wall•; and 4 irtdlcs on ccoter to gable end wall fnming.
b. Gyplum lheatbing lball conform to ASTM C 1396 and tbtll be iMtalled in acoordloce with GA 253, fiberboard theMhina lbaU conform to ASTM C 208.
L -off_, on --pond ............ ID pond -,upport,d by --... NqUil<d bla<tJna Ind II oil_.,.._ only. Speclas (ff flltenen oa roof lheathing pend edges appUea to panel edges ,upponcd by fnming mmnben and requiJed blocking. BlockinJ of roof or
floor lhealhing p,.neJ edJC5 perpr.odicular IO the framinJ mclllhets need not be provided except. u ftQWffld by atltet proviliom of this code. floor perimcler
lball be auJ)PC)fted by ftamia& membcn at IIOlid blockiq.
j. Where a taftel-i1 faslened to an adpcall pantie! QCillna joist in accordance with this achedllle, provide two toe nails on ooe aide or the rafter mM1 ioe nai I& from
the ceilins jolJt to top plate bl aa:on,tance with mil schedule. The toe nail on the oppoikc 1idt of tho rafler wll 'IKI(. be requimL
200 2013 CALIFORNIA AElllDENTIAL COO£
Page 4 of6 Rev. 04114
G
::)
CITY OF CARLSBAD
POLICIES AND PROCEDURES
NUMBER: 97-50 SUBJECT: Re-Roof Sheathing Inspections Durina Inclement Weather
EFFECTIVE: 12/15/97 SECTION: BUILDING DIVISION
SUPERSEDES:
PURPOSE:
INTENT:
inclement
To set forth the allowable procedure for re-roof inspections during periods of inclement
weather.
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
weather.
BACKGROUND: The threat of wet weather prompts many homeowners to contract to have their house re-
POLICY:
Initiated By:
B-10
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.
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.
Approved By:
Page 5 of6 Rev. 04/14