HomeMy WebLinkAbout1740 Kirk Pl; ; 74-1585; Permit' 0 (1
BUILDING PERMIT APPLICATION
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Applicant to complete numbered spaces only -
City of CARLSBAD, CALIFORNIA 92008
Phone 729-1181 Permit N-:7_'"
JOB AOOR ES!i lie (.. d ✓ Is htJ J ~ c~ ASSESSOR'S
/ ·s..j a A:· ,,. , PARCEL NUMBER •.
LOT NO. I OLK I
TRACT Bvv~ PAGE I PAR.
LEGAL I <DSEE ATTACM£0 SMCtTI 1 ococ•. . .... OWNC;..., r B<!JS-v--
MAil. AOOIIIESS ~~,,t' IJJ (}'", J.~J
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CON TlltAC TO,t MAIL ADDR ESS PHONE LICCNS[ NO, STATE CITY
3
ARCHIT£CT 0111 OESICNER MAIL AOOAESS PMON E LIC tNSE NO.
4
ENGINEER MAIL ADDRESS PHONE LIC("45£ NO.
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COMPENSAT,0N INS. CAflRIE~ MAIL Aoo•css BIIIAHCH
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USE. o, 8UILDINC V 0 7
8 Class of work: 0 NEW IZSJ.ADOITION 0 ALTERATION 0 REPAIR 0 MOVE 0 REMOVE
9 Describe work: ~f,~ st... e-J (P ,niv<!v .
10 Change of use from
Change of use to
'
11 Valuation of work: $ >/4D,. 0 I PERMIT FEE $ '1 l,"-C:-"O -' PLAN CHECK FEE$
SPECIAL CONDITIONS: MICRO FILM FEE Type of Occupancy
Const. Group
-Size Of Bldg. No. of Ma><.
/I. (Total) Sq. Ft. Stories 0cc. Load
r Fire use Fire Sprinklers
APPLICATION ACCEPTED BY PLANS CHECKED BY APPAOViD FOR ISSY/'NCE BY Zone zone Required OYes ONo
OATES<'/~, N o. of OFFSTREET PARKING SPACES.
I. Dwelling Units No, JNo. CATE Covered Sq. Ft. Open
NOTICE Special Approvals Required Received Not Required
SEPARATE PERMI TS ARE REQUIRED FOR ELECTRICAL, PLUMB-PLANNING DEPT. '
ING, HEATING, VENTILATING OR AIR CONDITIONING. HEAL TH DEPT. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC-
TION AUTHORIZED IS NOT COMMENCED WITHIN 120DAYS, OR IF Fl RE DEPT.
CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A SOIL REPORT
PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM-
MENCED. OTHER (Specify)
I HEREBY CERTIFY THAT I HAVE READ ANO EXAMINED THIS ENGINEERING DEPT. APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.
ALL PROVISIONS OF LAWS ANO ORDINANCES GOVERNING THIS WATER DEPT. TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED
HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT
PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE
PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION.
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SIGl'f.l:YUflt OP OWNEft 1,-OWN[." BUILOEAI ICli'.\ l"t) -' WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT
PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK. M.O. CASH
INSPECTOR
l.
INSPECTION RECORD .....
DATE REMARKS INSPECTOR
FOUNDATIONS:
SET BACK
TRENCH
REINFORCING
FOUNDATION WALL &
WEATHER PROOFING
CONCRETE SLAB
FRAMING
INT. LATHING OR DRYWALL
EXT. LATHING
MASONRY
FINAL
USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC.
H I
PUBLIC \,OHKS CITY OF' CARLSBAD DEPARTMENT OF BUILDING INSPECTION
TYPICAL FRAMING DETAILS ARE SHOWN BELOW
MIN 18 GA. U·TYPE
~-JOIST HANGER
~ lEDGER. TO HOUSE ~'!_°!:ACHMENT
1 ~ ee notes)
CONTINUOUS SOUD BLOCKING
BETWEEN JOISTS MORE THAN
8" IN DEPTH
NATUR,',l GllAOE
ANCHOR AND FOOTING
DETAILS
"'~ B '.ACING
W.P. paper
whe,~ wood
contacts masonry
ETAILS
l/e"xJl/4"x24"
"U"slraps 20 D nails 0r 1/2" bolts
or concrete -~~,!
typ. _l_ '• -f-.---'~ ...
FOR ANCHORAGE TO EXISTING SLABS USE Vi
SLEEVE TYPE ANCt'IORS WITH EXPANSION INSERT.
£.~.J
r-'A"{
ROOF LIVELOAD
ROOF DE.AOLOAD
Al.L LUMBER TO BE DOUGLAS F
OR BETTER.
MINIMUM RAFTER SIZES
RAFTER RAFTER SPACING (CENTER TO' CEl'JTE:.Rl
SPAN(lt.) 1 2" 16" 24" 32"
6 2x4 2x4 2 X 4 2 X 4
7 2 X 4 2 X 4 2 X 4 2 X 4
B 2 X 4 ' 2 X 4 2 x 4 I 2 X 4
9 2 x 4 ••I 2 X 4 • • 2 X 4 • • 2 X 4' •
10 2 X 4 • • ! 2 X 4 • 0 2x4°0 , 2 X 6
11 2 X 4 • • 2 X 4 • • 2'6 2 X 6
12 2 X 4 • • 2 X 6 2 X 6 2 X 6
13 2 X 6 2 X 6 2x6 2 X 6
14 2 x.6 2 X 6 2, 6 2 X 8
15 2 X 6 2 X 6 2 X 6 2x8
16 2 X €? 2x6 2 x B 2x8
17 2x6 2 X 6 2 x B 2 X 8
18 2,6 2 X 6 2x8 2 X 10
19 2x6 2x8 2x 8 2 X 10
20 2 X 8 2x8 2 X 8 2 X 10
POST MINIMUM BEAM SIZES
SPAC-RAFTER SPAN (Ft.)
ING
( Ft.l 6 8 10 12 14 16 18 20
4 I 4x4 '4x4 4x4 L 4x4 , 4x4 , 4x4
6 4x4 I 4x4 4x4 14,4 I 4x4 j 4x4
8 x4 1 4x4 I 4x6 4x6 I •xs 4x6 I 4x6
I 4x6 I 4x6 41<6 I 41<6 4x8 I 4X8
4x6 I 4x8 ; 4x8 4x8 i 4x8 i 4,.,g : 4x8
4x8 4x8 4x8 4x10: 4x10 4"-10 4x10
4,8 I 4x8 4x10 4x10 4x1QI 4x10! 4x10 4x12
4x10 4x10 4x10 I 4x10 4x12 4x12!4x1214x12
4x10 4x10 4x12' 4x12 4x12 4x12 4x14, 4x14
MINIMUM SQUARE FOOTING SIZES (inches)•••
POST RAFTER SPAN (Ft.)
SPAC-
ING 6 8 10 12 14 16 18 20 (Ft.)
4 1 2 • 1 2 • 1 2 • 1 2' 1 2 • 1 2 • 14 14
6 1 2 • 1 2 • 14 14 14 16 16 16
8 14 14 14 16 16 18 18 20
10 14 16 16 18 18 20 20 22
12 16 16 18 20 20 22 22 24
14 16 18 20 20 22 22 24 24
16 18 20 20 22 24 24 27 27
18 20 20 22 24 24 27 27 30
20 20 22 24 24 27 27 30 30
· See paragraph on post anchorage
(Specifications on other side.)
After prolonged periods of time 2 x 4 rafters
spanning over 8 foot may deflect permanently and
give an objectionable appearance. It is therefore
reco'mmonded th<1t for rafter spans exceeding 8 feet
a minimum rafter size of 2 K 6 be used, ... See dimension "A" on "Anchor and F coting
Detalts"
11172 PATIO COVERS DETAILS & SPAN TABLES
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CITY CF CARLSBAD PUBLIC WORKS AGENCY
DEPARTMENT or BUILDING INSPECTION
GENERAL: PATIO COVERS are one-story, roofed structures not more than 10 feet above grade and used only for recreational
or outdoor living purposes. Patio covers shall be open on one or more sides for a clear height of not less than 6' · 8" from floor
to soffit of supporting members. The open side(s) shall not be covered with any permanent materia,ls which obstruct the free
"passage of I ight and air except insect screening having mesh not finer than 16 by 1 6. If two sides are open, such open sides may be
partially enclosed by solid walls which do not exceed 30 inches in height above the floor, in addition to the insect screening (see
drawings below). However, when required windows from adjoining rooms open into a patio cover; open area equivalent to the
requirements of Sections 1305(a) and 1405(a) shall apply. Patio covus may be attached or detached, and permitted onl·y as.accessory
to single-family dwellings or to individual dwelling units in multi-dwelling unit b,uildings. Patio covers shall not be used as carports,
garages, habitable rooms, or storage structures.
LOCATION: When a patio cover is located within three feet of a property
on the property line side; such wall shall extend to the roof sheathing. No
property line.
line, the patio cover shall have a stucco wall
openings are allowed on the side facing the
CONCRETE: Concrete shall consist of 1 part cement, 3 parts sand, and 4 parts gravel, volumetric measure, with not
more than 7½ gallons water per sack of cement.
LUMBER: Shall be Douglas Fir/Larch No. 2 or better; all lumber shall be grade marked.
POST ANCHORAGE ANO BRACING: The details shown on this sheet have been approved by County or San Diego·
Posts shall be anchored at the lower end by any of the methods noted. They shall be braced to the upper eno using any
of the optional methods shown. Decorative type bracing may be substituted for the above if the same amount of
. structural bracing is realized. When the load on supJX)rting posts does not exceed 750 pounds per post, a minimum 3½" thick
concrete slab on grade may be substituted for the pad footings shown on the typical framing details. Post anchorage to
slabs must be the same as to footings.
BEAM TO HOUSE ATTACHMENT: When it is desired to connect and support one side of the structure by attaching it
directly to the house, the rafter spans and main beam sizes will stilt be as shown in the table. However, the main beam
may be replaceC on the side attached to the house with a ledger the same size as the rafters and fastened to the studs
with 1/1" x 5" lag screws spaced at 32 inches center to center. Lag screws may be spaced at 48 inches center to center when the
rafter span does not exceed 10 feet. It is not recommended to attach the rafters to the existing house rafters. If a ledger beam is
not used, it is recommended that the patio cover rafters be notched and placed directly on the top wall plate of the house. -
ROOF COVERING: If covered with nominal one-inch roof sheathing, shall have rafters spaced not more than 32" center
to center. This spacing is the maximum span for 3/4" net sheathing. Plastic roof coverings when used shall be installed
according to the manufacturer's recommendations but the corrugations should be placed perpendicular to and across the
supports. The minimum roof slope shall be 1 /4" in 1 foot.
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' I t.---16 x 16 Nesh
: lntect Screening
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Concrete Slab}
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. .. •. ·11-~ H,-x t-6: ..r:::-:-_ ·' ·MMh
.; Insect ·
Screening
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Roof supports extend "Nonbearlng wall/
to concrete foundation .!?!l!x between roof
supporting members
1 P 72 PATIO COVERS SPECIFICATIONS