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HomeMy WebLinkAbout1752 CAPE MAY PL; ; 74-524; PermitBUILDING PERMIT APPLIOTION City of CARLSBAD, CALIFORNIA 92008 Applicant to complete numbefed spaces only. PnOHe 7 29-1181 Permit No.- JOB ADDR ESS CONTRACTORS -1A1L ADDRESS LICENSE NO. ARCHITECT OR DESIGNER MAIL ADDRESS LICENSE NO. ADDRESS LICENSE NO. MAIL ADDRESS USE OF BUILDING ^A 8 Class of work: D NEW AtJDITION D ALTERATION D REPAIR D MOVE D REMOVE 9 Describe work: Change of use to 11 Valuation of work: $PLAN CHECK FEE PERMIT FEE CP SPECIAL CONDITIONS:Type of Const. Occupancy Group Division Size of Bldg. (Total) Sq. Ft. No. of Stories Max. Occ. Load APPLICATION ACCefTEOBY:PLANS CHECKED BY Fire Zone Use Zone Fire Sprinklers Required Dves DNO No. of Dwelling Units OFFSTREET PARKING SPACES: Covered Uncovered NOTICE f Special Approvals SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMB- ING, HEATING, VENTILATING OR AIR CONDITIONING. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM- MENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THISAPPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THISTYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIEDHEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOTPRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THEPROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATINGCONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. ZONING HEALTH DEPT. FIRE DEPT. SOIL REPORT OTHER (Specify) Required Received Not Required SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT SICNATURE''OF OWNER (IF OWNER BUILDER)(DATE) WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK.M.O.CASH PERMIT VALIDATION CK.M.O.CASH INSPECTOR 1700 CAP£ MAY PLACE 3 BLOCK WAU. ^ -wW^ y. LJ ! i r . , , _ , . , -,„„ ,,0l BUILDING INSPECTION DEPARTMENT-ityofCarlfbad 729-1181 GENERAL: A caroort is a cowered motor vehicle parking structure accessory to a Group I (one or two'family residential) occupancy. The carport structure shall be only one story in height and shall be entirely open on two or more sides except tor structural supports LOCATION: Whan a carport is located within three feet of a property line, the carport shall have a stucco wall on the property line side; such wall shall extend to the roof sheathing. No openings are allowed on the side facing the property line. A carport is permitted to be attached to a residence, but windows between the carport and residence are not permitted to be openable. Where windows are converted to unopenable. supplemental openable window area may be required for ventiliation. Doors between the carport and residence shall be self-closing. No fire protection is required on the common wall between the carport and residence. CONCRETE: Concrete shall consist of 1 part Portland cement, 3 parts sand, and 4 parts gravel, volumetric measure, with not more than 7>i gallons water per sack of cement. LUMBER: Shall be Douglas Fir/Larch No 2 or better; all lumber shall be grade marked. POST ANCHORAGE AND BRACING: The details shown on this sheet have been approved by the City of San Diego. Posts shall be anchored at the lower end by any of the methods noted. They shall be braced to the upper end 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. LEDGES 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 still be as shown in the table. However, the main beam may be replaced on the side attached to the house with a ledger the same size as the rafters and fastened to the studs with %" x 5" lag screws spaced at 16 inches center to canter and centered on existing studs. Lag screws may be spaced at 32 inches center to center when rafter span does not exceed 10. feat. 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 carport rafters be notched and placed directly on the top wall plate of the house and directly connected to existing rafters. ROOF COVERING: If covered with nominal one-inch roof sheathing, the roof shall have rafters spaced not more than 32" center to center. This spacing is the maximum span for %" net sheathing. The minimum roof slope shall be J4" in 1 foot. If plywood roof sheathing is used, the spacing of the rafters shall be as follows: 5/16" plywood — 12" rafter spacing 3/8" plywood — 16" rafter spacing 1/2" plywood — 24" rafter'spacing 5/8" plywood — 32" rafter spacing r, 72 i CARPORTS SPECIFICATIONS . ' \ CTty of Carlsbad 729-118)BUILDING INSPECTION DEPARTMENT TYPICAL FRAMING DETAILS ARE SHOWN BELOW •" r. LtOGEH 1O HOUSt ATTALHMtNl CONTINUOUS SOLlDstXK'rJC; JOISTS MORE THAN 8X.JN DEPTH 30 6-8i; NA ILS tA. 2*lfWIDEX I6*LONG| 1 '8* % 2* sjrcL "T" ST»»r .'./lOli MAILS (it 2" <i.r.. MAX. t/2"PLY*000.24"»10E X 16" LONG «15 W.P. PAPER WHERE WOOD CONTACTS MASONRY ]|l OR CONCRETE - - .«»f» 200 NAILS OH 1/2 BOLTS AMCHOH AMD FOOTING DETAILS ROOF LIVELOAD -- 20 pst ROOF DEADLOAD --- 7 psf ALL LUMBER TO BE DOUGLAS FIR/LARCH NO. 2 OR BETTER MINIMUM RAFTER SIZES RAFTER SPANlft.) 6 7 8 g 10 11 12 13 15 16 17 18 19 20 POST SPAC-ING(Ft.) 1O 12 14 16 18 20 RAFTER SPACING (CENTER TO CENTER) 12" 2x4 2x4 2x4 2x4' 2x4' 2x6 2x6 2x6 2x6 2x6 2'x8 2x8 2x8 2x8 2x8 2x4 2x4 2x4 2x4' 2x6 2x6 2x6 2x6 2x6 2x8 2x8 2x8 2x8 2x10 2 x 10 2x4 2x4 2x4 2x6 2x6 2x6 2x6 2x8 2x8 2x8 2x4 2x4 2x6 2x6 2x6 2x8 2x8 2x8 2x10 •2 x 1O 2x8 2x10 2 x 10 2 x 10 2x10 2 x 1O 2 x 1O 2x12 2 x 12 2x12 MINIMUM BEAM SIZES RAFTER SPAN (Ft.) 6 4x4 4x4 4x6 8 10 12 4x4 4x4 4x6 16 18 20 4x4 I 4x4 4x4 4x4 j 4x4 | 4x6 4x6 • 4x6 I 4x6 4x6 I 4x6 4x8 4x8 ' 4x8 4x8 4x8 J4x8 4x10<gx1(j 4x8 i4x10|4x1O 4x10 4x10 4x10 4x10 4x12 4x10 4x12 4x12 4x12 4x12 4x12 I 4x12 4x14 4x14 4x12 4x12 4x14 4x14 4x14 4x15 4x14j 4x14 i 4x14i 4x16 4x16 4x16 MINIMUM SQUARE FOOTING SIZES (inches)' POST SPAC ING (Ft.) 10 12 14 16 18 20 RAFTER SPAN (Ft.) 12 14 16 18 20 22 24 24 27 12 16 18 20 22 22 24 27 27 10 •14 16 18 12 14 14 18 , 20 ' 14 18 20 16 16 18 22 18 ! 20 16 20 22 16 20 24 20 22 24 22 24 27 24 27 3O 24 27 27 30 27 30 30 30 j 30 27 30 30 30 30 30 30 3O 33 3O t 33 33 36 36 3G 33 36 3S • After prolonged periods of time 2x4 rafters spanning over 8 feet may deftecr permanently and giva on ob joctionaWe appenrnnce. It is therefore recommended that for rafter spans exceeding S feet a minimum r.iftcr size of 2 x G be used. *" See dimension. "A" tin "Anchor arid Footing Details." 36'CARPORTS DETAILS & SPAN TABLES - 1700 Cfi>ee~ M