HomeMy WebLinkAbout2844 Camino Serbal; ; CBR2017-0336; PermitCity of Carlsbad
1635 Faraday Av Carlsbad, CA 92008
Print Date: 05/17/2017 Residential Permit Permit No: CBR2017-0336
www.car)sbadca.gov
Job Address:2844 Camino Serbal
Permit Type:BLDG-Residential Work Class:Patio Status:Closed -Finaled
Parcel No:2552812300 Lot If:Applied:02/17/2017
Valuation:$6,658.20 Reference if:Issued:03/07/2017
Occupancy Group:Construction Type:Finaled:
#Dwelling Units:Bathrooms:Inspector:JWest
Bedrooms:Orig. Plan Check It:
Plan Check #:
Project Title:
Description:PORTER:360 SF ATTACHED PATIO COVER PER CITY SPECS //180 SF DETACHED PRE-ENGINEERED ALUMAWOOD PATIO
COVER
Applicant:Owner:Contractor:
RIVERS LANDSCAPE CONSTRUCTION TRUST PORTER FAMILY 2008 TRUST 07-11-08 RIVERS LANDSCAPE CONSTRUCTION
ANTONIO RIOS
1175 Industrial Ave, Ste M 1175 Industrial Ave, Ste M
Escondido, CA 92029-1431 Escondido, CA 92029-1431
760-504-4091 760-504-4091
BUILDING PERMIT FEE $2000+$88.35
BUILDING PLAN CHECK FEE (BLDG)$61.84
ELECTRICAL BLDG RESIDENTIAL NEW/ADDITION/REMODEL $41.00
5B1473 BUILDING STANDARDS FEE $1.00
STRONG MOTION-RESIDENTIAL $0.87
Total Fees:$193.06 Total Payments To Date:$193.06 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.
-THE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE:0 PLANNING 0 ENGINEERING 0 BUILDING Ei FIRE 0 HEALTH 0 HAZMAT1APCD
r'''''.
.Building Permit Application Plan Check N c_.%Dr2s:)11 —tr3-3CDCity of 1635 Faraday Ave., Carlsbad, CA 92008 Est. Value
Ph: 760-602-2719 Fax: 760-602-8558 Plan Ck. Deposit
•Carlsbad email: building@carlsbadca.gov •
,www.carlsbadca.gov Dab ,l 1
-
7 i 1
-7 SWPPP
JowDDRDS V)/ 07 0 edi44 i SUITES/SPACES/UNIT*AP ---
C1/1frilliOTCTi LOT r#PHASE##OF UNITS it BEDROOMS il BATHROOMS TENANT BUSINESS NAME CONSTR. TYPE 0CC. GROUP
DESCRIPTION OF WORK:Include Square Feetof Affected Area(s)
R201905(0 S 6 0 sr Pgrio co OEt.Ce TY ET/1.040MUS //.5 r'r ii
Pao 105 c 100 Pvc;at P cm f47'fo cooet_1i Pr 4q i
.......
1 1yEs N00 1
....I YKUI-VbtU Ubt.
JUJU
-U.4ft (J1-)YA119E5 (61-)DEL;r1/4 tar)rinr..1 -.--a AIR CONDITIONING rFIRE SPRINKLERSti
YES ONO 1:::1 YESEj NOD
APPLICANT NAME PRd'iMWNERPrimary Contact nit).0 gio..%po r-fee--
ADDRESS ADDRESS,(dl..I CLUY/ M 0 Z 010.1iris.A)ouL-refi iiis A-of.STf
STATE ZIP STATE ZIP
ECC:)•/1) LA 0 Ci',.412-0 t.?ark 1 CCCPHONE,FAX PHONE FAXkl6'0)SO Y /1/0 9viWAIL EMAIL
4/2 hi
id 0 ra)-eYS kilksCator
•cc>"4
IGN PROFESSIONA CO ACTOR BUS.VI AidefSikS C-
ClfADDRESSADRESSIt.g'1 di)OVV/10,fil At°t VI iiCITYSTATEZIPCITYSTATEZIP5EC0/-041 PO Cct tt2-°71PHONEFAXPHONE.FAX
c14
6 b .)dl:q irie ISEMAILEAIL1—1 .-\.ahrta 0 rwe-rskAistet, e-Co .-.4
STATE LIC.#
6.41.-E LIC.#CI ASS I CITY BUS. LIC.#
•rg3o 76 (--0
(Sec.7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires theapplicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commending with Section 7000 of Division 3 of theBusiness and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to acivil penalty of not more than five hundred dollars ($500)).
WORKERS'COMPENSATION
Workers' Compensation Declaration:) hereby affirm under penalty of perjury one of the following declarations:
I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued.
I have and will maintain
worl,tirrensation,
as uired by Section 3700 of the bor Code, for the performanc of the work for which ttiVermitis issued. My workers' compensation iwrance carrier and policy
number are: Insurance Co.r r 5 lit e fukt-.C-Policy No.14-0 C1.47f 700 Expiration Date jA--if—/7
This section need not be completed if the permit is for one hundred dollars ($100) or le
ECertificate
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 ofifomia.WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject anemployer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), inaddition to the cost of compensation, dama.
Ii.
as .rovided for in Section 3706.e Labor code, interest and attorney's fees.
.ES CONTRACTOR SIGNATURE I I ArT)'to n 0 AGENT DATE
OWNER -BUILDER DECLARATION
I hereby affirm that tarn exempt from Contractor's License Law for the following reason:
EDI,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 thatSuch 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).DI,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).DI am exempt under Section Business and Professions Code for this reason:
1.1 personally plan to provide the major labor and materials for construction of the proposed property improvement.Elves []No
2.I (have /have not) signed an application fora building permit for the proposed work.
3.1 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 following 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):
AS-
PROPERTY OWNER SIGNATURE DAGENT DATE
etiMPLETE THIS SECTION FOR NON -RESIDENTIALBUILDING PERMITS ONLY
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?CI Yes Cl No
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district?0 Yes Cl No
Is the facility to be constructed within 1,000 feet of the outer boundary ofaschool site?Cl Yes Cl 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.
CONSTRUCTION LENDING AGENCY---------------
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
APPLICANT CERTIFICATION---'
Icertify thatIhave read the application and state that the above infomiation is conectand that the information on the plans is accurate.I agree to comply with all City ordinances and State laws relatingto building construction.
I hereby authorize representative ofthe CityofCarlsbad 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 MAYIN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT.
OSHA An OSHA permitis required for excavations over50' deep and demolition or construction of structures over 3 stories in height.
EXPIRATION: Every permit issued by the Building Official under the provisionsofthis Code shall expire by imitation and become null and void if the building or work authorized by such permit is not commenced within
180 days from the dateofsuch permit or if the building or work authorized by sup permit is suspended or abandoned at any time after the work is commencedfora period of 180 days (Section 106.4.4 Uniform Building Code).
/eAPPLICANT'S SIGNATURE •DATE 7
"./
STOP
STOP:THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE.
Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection.
Fax (760) 602-8560, Email building@carlsbadca.gov or Mail the completed form to City of Carlsbad, Building Division 1635 Faraday Avenue, Carlsbad, California 92008.
CO#:(Office Use Only)
-
CONTACT NAME OCCUPANT NAME
ADDRESS BUILDING ADDRESS
CITY STATE ZIP CITY STATE ZIP
Carlsbad CA
PHONE FAX
EMAIL OCCUPANT'S BUS. LIC. No.
DELIVERY OPTIONS
O PICK UP:o CONTACT (Listed above)o OCCUPANT (Listed above)
o CONTRACTOR (On P.1)
o ASSOCIATED CB#O MAIL TO:o CONTACT (Listed above) OCCUPANT (Listed above)
o CONTRACTOR (On Pg.i)o NO CHANGE IN USE/NO CONSTRUCTION
0 MAIL/FAX TO OTHER:o CHANGE OF USE/NO CONSTRUCTION
,e5APPLICANT'S SIGNATURE DATE
1111111011110111111111111111161110111
4,.PERMIT INSPECTION HISTORY REPORT (CBR2017-0336)
Permit Type:BLDG-Residential Application Date:02/17/2017 Owner:TRUST PORTER FAMILY 2008
TRUST 07-11 -08
Work Class:Patio Issue Date:03/07/2017 Subdivision:
Status Closed -Finaled Expiration Date:09/20/2017 Address:2844 Camino Serbal
Carlsbad, CA 92009-6993
IVR Number:2024
Scheduled Actual
Date Start Date Inspection Type Inspection No.Inspection Status Primary Inspector Reinspection Complete
...
03/09/2017 03/09/2017 BLDG-11 015948-2017 Passed Jonathan West Complete
Foundation/Ftg/Pier
s (Rebar)
Checklist Item COMMENTS Passed
BLDG-Building Deficiency Yes
03/24/2017 03/24/2017 BLDG-14 017610-2017 Passed Jonathan West Complete
Frame/Steel/Bolting/
Welding (Decks)
Checklist Item COMMENTS Passed
BLDG-Building Deficiency Yes
05117/2017 05/17/2017 BLDG-Final 023580-2017 Passed Jonathan West Complete
Inspection
Checklist Item COMMENTS Passed
BLDG-Building Deficiency Yes
BLDG-Plumbing Final Yes
BLDG-Mechanical Final Yes
BLDG-Structural Final Yes
BLDG-Electrical Final Yes
May 17, 2017 Page 1 of 1
111111111111MIN
(City o PATIOfRESIDENTIAL Development Services
Building Division
Carlsbad B -2
1635 Faraday Avenue
760-602-2719
www.carlsbadca.gov
Patio covers are one story,roofed structures not more than 12 feet above grade and used for
outdoor recreational purposes.A building permit is required for all attached residential patio covers.
Detached residential patio covers that are 120 square feet of roof area or less, do not require a permit.
All patio covers, of any size,need to comply with the Zoning Ordinance,including building setbacks,
structure separation requirements and lot coverage.This hand out describes what plans are necessary
to secure a patio cover permit.To assist you, there is a sample of a plot plan,span tables for joists,
and beams, and a footing schedule for foundation requirements.There are also connection details to
use for typical connections.You may use this handout in lieu of a separate design when the patio
cover is attached to the house on one complete side.If you design the patio cover yourself,or your
patio cover is either free-standing or outside the span table limits in this handout,please provide a
foundation plan,framing details,and other details and elevations to show the extent of the proposed
work. A lateral analysis may be required for free-standing patio covers.
If you use the attached tables and plans, please submit the following:
1.Two Identical Site Plans showing:
a)Property lines with dimensions.
b)Proposed roof area of the patio cover.
c)Distances from posts to property lines.
d)All existing structures on the property.
e)Indicate the dimensions of the patio cover and the total roofed area.
f)Any easements on the property.
g)Show slopes or topography of the lot.
h)Indicate percentage of lot coverage.
2.A Building Permit Application with the following:
a)Name of the property owner.
b)Home Phone Number
c)Site address, assessor's parcel number, lot number, subdivision name or number.
d)Contractor's name, State License Number and City Business License Number; or an
Owner-Builder Declaration Form (Available at the Building Division Counter).
e)Copy of Worker's Compensation Certificate
f)Signature of Applicant
If you are applying for a building permit in the Coastal Zone,you may need a Coastal
Development Permit or an exemption. Contact the Planning Division for details. A Coastal Zone map is
part of this handout.If you are applying for a building permit in a subdivision with a homeowner's
association, you should secure architectural review prior to proceeding with the project. The City does
not enforce or specifically review provisions of homeowners' association CC&R's.HOA requirements
may be different than City requirements.If your home is part of a Planned Unit Development or a
condominium, please see text of this handout.
B-2 Page 1 of 8 Rev. 05/12
-,
TYPICAL R-1 PLOT PLAN
PROPERTY UNE ta•S.Ot
,,r
20% of LOT•„••
1.
•
PROPOSED FREESTANDING PATIO(So-FT)1
REAR YARD WDTH TOA
\\I.MAX. OF 20'
2 .y
.PROPOSip
l -.—in;,.Aminotiyct88 .
ce u.o—7i 7/10%/—10 % OF
r-.:.
.,
vi
--I LOT WIDTH
1
i EXISTING 8FD.-SO-FT UP TO A-,..
— M
*I (1-STORY OR 2-STORY).-MAX. OF10'•
EXISTING RESIDENCE A
E N"'
L -A
A .:i r
1 .r \kr -1 LOT WDTH MEASURED 20'
(DRAINAGE 2% MN./74*
-
FROM 20' BACK OF
L...,.N.N.14 -
1
•---———FRONT PROPERTYLle
onrvEWAY LowscApmG 20 PROPERTY LINE•
i \--."....,
STREET........•.
Setbacks shown are for R-1 parcels. Front Yard =20' from the front property line. Interior side yard =
10%of lot width up to a maximum of 10'. (Min. 5'). Street side yard =10'. Rear yard -20%of lot
width up to a maximum of 20' (Min. 10').
Maximum lot coverage =40%. Include solid roof patios, attached or detached in the calculation.
Contact the Planning Division (760-602-4610) for information on corner lots, lots with unusual
configurations, lots within Planned Communities, accessory structures and building heights.
Solid Roof Patios -If roofing to be applied is TILE use the next, larger span/spacing on the following
tables.
Minimum Square Footing Sizes (inches)1'2
P Rafter Span (in feet)ost
Spacing 6 8 10 12 14 16 18 20
4 12 12 12 12 12 12 12 12
6 12 12 12 12 12 12 12 14
8 12 12 12 12 12 14 '14 14
10 12 12 12 14 14 14 16 16412121414
12 12 14 16
C9)16 18 18
16 18 18 20is1214141618182020
18 12 14 16 18 18 20 20 22
20 14 14 16 18 20 20 22 24
1.Assumes 1,000 psf soil bearing capacity
2. The minimum depth for all footings is 12 inches into natural grade
B-2 Page 2 of 8 Rev. 5/12
__...
,-,
Minimum Rafter Sizes
Rafter Spacing -Center to Center (in inches)
Rafter 12"(5/16" ply-1.6" (1/2" ply-24"(1/2" ply-32"(5/8" ply-
Span wood sheathing)wood sheathing)wood sheathing)wood sheathing)
6 2x4 2x4 2x4 2x4
7 2x4 2x4 2x4 2x4
8 2x4 2x4 2x6 2x6
9 2x4 2x6 2x6 2x6
15 2x6 2x6 2x6 2x6
11 2x6 2x6 2x6 2x842x62x6 2x62x6 (2x6)x87
2x8
2x8
14 2x6 2x6 2x8 2x8
15 2x6 2x8 2x8 2x10
16 2x8 2x8 2x8 2x10
17 2x8 2x8 2x10 2x10
18 2x8 2x8 2x10 2x10
19 2x8 2x10 2x10 2x12
20 2 x 8 2x10 2x10 2x12
Minimum Beam Sizes
Post Rafter Span (in feet)
Spacing 4 6 8 10 12 14 16 18 20
4 4x4 4x4 4x4 4x4 4x4 4x4 4x4 4x4 4x4
6 4x4 4x4 4x4 4x4 4x4 4x4 4x4 4x4 4x6
8 4x4 4x4 4x6 4x6 4x6 4x6 4x6 4x6 4x6
10 4x4 4x6 4x6 4x6 4x6 4x6 4x8 4x8 4x8
12 4x6 4x6 4x8 4x8 4x8 1 4x8 4x8 4x8 4x10
304
4x46 x86 x86 x8
4x6 4x8 4x8 4x8 4x8 x10.4x10 4x10 4 x1 0
6x8 6x8 6x10 6x10 6x10
4x8 4x8 4x8 4x10 4x10 x10 4x12 4x12 4x14166x86x86x86x106x106x106x10
4x8 4x8 4x10 4x10 4x10 4x12 4x12 4x14 4x14186x86x86x86x106x106x106x126x12
20 4x8 4x10 4x10 4x12 4x12 4x14 4x14
6x8 6x8 6x10 6x10 6x10 6x12 6x12 6x12 6x14
B-2 Page 3 of 8 Rev. 05/12
111•1111111111111111111111 -
*.„.
-4.
Figure 2 / Typical Patio
See figure 3 for
post to girder detail
1
-------
IIIIIIIII%b.
Rafter
----------
4.110011111114IMP.-
4IA '111111 it
spacing N '
--
411Willik,opop.
/1.%___________
-
•-
11101141P 111%11'11111>-------
Rafter span12"
IMin.—Rat...
....
Post
spacing
Win beam
111111111111%spacing
Continuous solid blocking
at beam between rafters
12"
Min.see figure 5 for footing details
Figure 3 / Post-to-Girder Connection
Case 1 / Connection, Interior Condition Case 2 / Interior Condition
Approved post cap 7 gauge steelI'straps, 1/2" wide each side with Approved post cap or 7 gauge steel t'straps,
(4) 5/8" diameter bolts, 8" along beam,1/2" wide each side with (4) 5/8" diameter
12" along post bolts, 8" along beam, 12' along post.
inriri
IIIEIIE:aslli".111MllirIIIIIII
ili
V
NMI
0
rtrie.Min.
Pr
!
18" Min.
Provide 4X4 knee brace for top-to-bottom
brace on the interior side of all post-to-beam
connections when post height exceeds 4'-0'.
Two 112"diameter lag bolts
top & bottom (typical)
B-2 Page 4 of 8 Rev. 05/12
._+
Figure 4/ Section View of Patio
Al Attached Patio Drip flash/gravel stop Setback
IRolled/torch -down ,or built-up roof .
-26 Ga. galv. flashing strip .
!WM.II ITIltal.111..,.Boundary nail
ir 1/7 exterior grade CDX.
•2 X Roof framing
:•Slo 1/4"/ 17)
i
*
U See post
to girder
Header details
Existing door 6' 8" Min.12' 0" Max.
max. 8' opening
—4 X 4 Post
minimum
1 --'-..-...-•*,.:0--.
"',;:..t :-..k -;.:-....0•.••......„-.1 Y .-•...•..----•...•...:1.1t
.••••;.-1•••.-ialik:----F ......_•-..........-:..y............
.i.:4.-."""-"--..-'•‘-••..'-'2.,,••14t.4..:
i1 11 11 II II II II I
31/2 "Concrete slab .!Ni -
.:...7
--.See figure 5 for footing detail
B / Detached Patio rSetback ilRDrip flash/gravel stop
IRolled/torch -down ,or built-up roof \Boundary nail I
1/2" exterior grade CDX.
2 X Roof framing
Beam hanger Slope (1/4"/12")
151 a 2XBlocking@B4e.a;O.C.0.0 .1 \
See Figure 3 6' 8" Min.12' 0" Max.
4--4 X 4 Post
minimum
i el(Pi,•••,,,,,,,,v...e.....;:i\----.•;••:-:;•:..:•:-.1•••:.i.:i.:••.S•••f".'4,.4 :f.:::.:i ..:.<:.•.* '•
magtommlancr;t:...^7.e"."•'`..• •Isz.••-•-4•:.••••:.••:•••.••••'..`"':• :•••-.:•.••t•-•.-:“.:'."„:...`,.'4,
-....
.
•.!:.::,7.•r:..
3 1/2 I Concrete slab -...
See figure 5 for
Note: This example illustrate the most common case.footing detail
8-2 Page 5 of 8 Rev. 05/12
Figure 5 /Typical Footing Details
Case 1 / Pier Footing Case 2 /Continuous Footing
Post Post elevated 1" Min.
above concrete or provide
Column base treated wood.
Post base
o
I
116"Min.3112" Min.
0
31:min.
IN IN
MI"
Natural grade WI •
..4
Natural grade
4144141
:11=11=11=11=11=11=.
'
:11=411=11=l1=l1=11
-
11=11=11=11=11=11=11:.•
:11=11=11=11=11=11=1 .4117
•6" Min.12"
41.•
'1
•
#4top •.
and bottom
3" Min.
Case 3 /Slab Footing
Post elevated 1" MM.
above concrete or provide
treated wood.
(Dead load + Live load not exceed
750 pounds per post)
Post base
4 3" Min.
31/26 Min.14
01 I Fr
111.1 ••
s
_4 Natural grade•=u=u=n=n;:n=m;
1=11=11=11=11=11=11:-"..4 F'`11"-`11"•.
:11=11=114=.11=!11#11fr'••:II =1=1!=Mg
6" Min.
12" MM.
B-2 Page 6 of 8 Rev. 05/12
PATIO COVER CONSTRUCTION SPECIFICATIONS
1.Concrete
All concrete for footings must be a minimum of 2,000 psi.
2.Lumber
Lumber must be Douglas Fir-larch No.2 or Better.Lumber must be
grade marked. All posts must be a minimum of 4x4 and may be required to
be protected from decay and termites if within 8" of finish grade.
3.Connections
Post anchorage shall be accomplished with a standard manufactured
post base installed per the manufacturers instructions.Footings are
required when the post supports a load exceeding 750 pounds. For lesser
loads,a 3 h/2"slab on grade section may be substituted for required
footings.
When the house is used to support one end of the patio cover, the main
beam may be replaced on the side attached to the house by a ledger. The
ledger shall be the same size as the rafters and fastened to the structural
frame of the house by 1/2"x 5"lag screws spaced at 32"on center for
rafters up to a 10' span. Lag screws must be spaced at 16" on center for
rafters between 10'1" and 20'. Rafters may not be solely supported by the
existing rafter tails or facia of the house.
4.Patio Enclosures
Patios may be enclosed as long as the following criteria is followed:
a)Enclosure walls shall be permitted to be of any configuration, provided
the open or glazed area of the longer wall and one additional wall is
equal to at least 65 percent of the area below a minimum of 6 feet 8
inches (2032mm) of each wall, measured from the floor. Openings shall
be permitted to be enclosed with (1)insect screening,(2)approved
translucent or transparent plastic not more than 0.125 inch (3.2 mm)in
thickness, (3) glass conforming to the provisions of Section R308, or (4)
any combination of the foregoing.
b)Patio covers shall be used only for recreational, outdoor living purposes
and not as carports, garages, storage rooms or habitable rooms.
c)Exterior openings required for light and ventilation shall be permitted to
open into a patio structure conforming to Section AH101, provided that
the patio structure shall be unenclosed if such openings are serving as
emergency egress or rescue openings from sleeping rooms.Where
such exterior openings serve as an exit from the dwelling unit, the patio
structure, unless unenclosed, shall be provided with exits conforming to
the provisions of Section R310 of this code.
B-2 Page 7 of 8 Rev. 05/12
41 110 1101111111011011111181
y
5.Tables
The above span and footing tables make the following assumptions:
a)Roof live load is 10 psf
b)Roof dead load is 7 psf
c)All lumber is Douglas fir-larch No.2 or better;
d)Repetitive member use
e)All posts are 4x4 minimum
f)Soil bearing pressure is 1000 psf minimum
6.Electrical
All electrical work in a patio cover or enclosure shall be weather tight as for
exterior installations.
7.Inspections
a)Normally two inspections of a patio cover are required:
b)When footings have been excavated but before concrete has been
placed,(note: photographs of footings are not an acceptable substitute
for an inspection of required footings).
c)When all structural framing is completed.If solid roof sheathing is
installed over the framing, a roof nailing inspection is required prior to
placing the roof covering.
d)Note:The project is not legally complete until the inspector of record
signs the space on the job record card as final.
e)The job record card and approved plans must be available for all
inspections.The job record card and approved plans should then be
retained by the owner as a record of the approved construction.
8.Patio covers in PUD's and Condominium projects
Please call the Planning Division (760-602-4610) for site specific
information.
B-2 Page 8 of 8 Rev. 05/12