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Home My WebLink About2652 MARQUITA PL; ; CB910643; PermitPermit No: CB910643 Project No: A9100771 Development No: Fl: Ste: 7374 04/24/92 02 10000 BUILDING PERMIT 04/24/92 08:09 Page lof 1 - Job Address: 2652 MARQUITA PL Str: Permit Type: RESIDENTAL ADD/ALT (UNDR $10K) Parcel No: 216-21-14-00 Valuation: 161 128 Construction Type: VN Occupancy Group: R3 Class Code: Description: 224 SF FAMILY ROOM Appl/Ownr : ALLEN, PAMELA 2652 MARQuI'rA PLACE CARLSBAD, CA 92009 CR Status: EXPIRED Applied: 04/22/91 Apr/Issue: 05/13/91 Validated By: DC 619 942-8885 *** Fees Required * ** Fees Collected & Credits T F Adjustments: / .00 To t1 C2-edits: .00 Total Fees: /44;oo Total Payment: \ 314.00 Balance Due: 100.00 Fee description '- Units Fee/Urii Ext fee Data Building Permit 180.00 Plan Check 11700 Strong Motion Fee 1 2.00 Enter 'Y' for Renewal Fee / / 90.00 Y * BUILDING TOTAL \ / 389.00 Enter "1 fo Plumbnq Issue Fe > / 7.50 Y Gas Piping System \ OATD 3/ 2.5/) 2.50 PLUMBING TOTAL 1952 çb / 10:00 Enter "Y" for Electric Issu -ee 5.00 Y Enter "Y" for Remodel > 10.00 Y ELECTRICAL TOTAL ($10 Mi r, i u 15.00 INSP. ,L.PPROVAL DATE . CLEARANCE CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 EST. VAI. I "- I •/ PLAN CK DEPOSIT /7?' VALID. BY 5 DATE C-PR'1T .117 PERMIT APPLICATION City of Carlsbad Building Department 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 DCOMMERCIAL DNEW WANT IMPROVEMENT 1. PERMIT TYPE I B - 0 INDUSTRIAL DNEW DTENAMT IMPROVEMENT C -RESIDENTIAL DAPARTMENT DCONDO [-]SINGLE FAMILY DWELLING DDITION/ALTERATION []DUPLEX DDEMOLITION []RELOCATION DMOBILE HOME []ELECTRICAL DPLUMBING DMECHANICAL E] POOL E] SPA []RETAINING WALL DSOLAR F] OTHER_ --'.p .-/ K -- -- Building or Suite No. Address Z'— M GNUTI6 f'L. 58A1 Nearest ,rOSs Streets ,4AA ]\PI L E INV on It No. 02 Energy Calcs 02 Structural Calcs 02 Soils Report Di Addressed Envelope ASSESSORS PARCEL EXISTING USE PROPOSED USE DESCRIPTION OF WORK Øpq. Srop/ r?boM AlToj occ -r ETU'OAA BLDG. 50. FTG. 2.2_ 1+. # OF STORIES CONTACT PERSON NAME T0p4AL &*T G S ADDRESS 7_(.Sa. MARU 4 P%.AC.& CITY CL&D , STATA ZIP cooEq q DAY TELEPHON{1q) S -L I- 41100 SIGNATURE APPLICANT - 0 CONTRAC 0 AGENT FOR CONTRACTOR IOWNER [-]AGENT FOR OWNER NAME fjjjt 4J ADDRESS MAO.UTA f'I-A4 CITY C.I4 P_-L Ai' STATE CA ZIP CODE qZoody DAY TELEPHONE ? 42. g gj- s- PROPERTY OWNER OWNER []LESSEE OTENANT NAME P*444 ALLeM ADDRESS £4t #t4A)1-r4 pt_.c_ CITYCIR.LA STATE ZIP CODE DAY TELEPHONE g CONTRACTOR NAME ADDRESS CITY STATE ZIP CODE DAY TELEPHONE STATE LIC. # LICENSE CLASS CITY BUSINESS LIC. H SIGNATURE TITLE DATE DESIGNER NAME ADDRESS CITY STATE ZIP CODE DAY TELEPHONE STATE LIC. WORKERS' COMPENSATION Workers Compensation Declaration: I hereby affirm that I have a certificate of consent to self-insure issued by the Director of Industrial Relations, or a certificate of Workers Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. C). INSURANCE COMPANY 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. SIGNATURE DATE OWNER-BUILDER DECLARATION Owner-Builder Declaration: I hereby affirm that I am exempt from the 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 Contractors 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.). 0 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Cede: 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). 0 I am exempt under Section Business and Professions Code for this reason: (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 the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commencing with Section 7000 of Division 3 of the Business 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 a civil penalty of not more than five hundollars ($5]). - - . SIGNATURE DATE 11--17— /-/ r COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING 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? DYES DNO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? DYES DNO Is the facility to be constructed within 1,000 feet of the Outer boundary of a school site? DYES ONO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THF 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 for which this permit is issued (Sec 30970) Civil Code). LENDER'S NAME LENDER'S ADDRESS APPLICANT'S SIGNATURE I certify that I have read the application and state that the above information is correct. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives 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, JLKt4ENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. 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 303(d) Uniform Building Code). 'S S I U RE 'OWNER [:]CONTRACTOR BY PHONE APPROVED BY: WHITE: File YELLOW: Applicant PINK: Finance CITY OF CARLSBAD INSPECTION REQUEST PERNIT# CB910643 FOR 05/11/92 DESCRIPTION: 224 SF FAMILY ROOM PHONE: k'tluNt: PHONE: INSPECTOR I'/ fAl— TOTAL TIME: CD LVL DESCRIPTION 19 ST Final Structural 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical ACT COMMENTS JOB ADDRESS: 2652 MARQUITA PL APPLICANT: ALLEN, PAMELA CONTRACTOR: OWNER: REMARKS: MH/DONALD/436-9639 SPECIAL INSTRUCT: WORK 714-582-9100 INSPECTOR AREA TP PLANCK# CB910643 0CC GRP CONSTR. TYPE VN STR: FL: STE: 619 942-8885 DATE 042792 032492 031292 092491 092491 083091 060391 060391 HISTORY ***** ***** INSPECTION DESCRIPTION ACT INSP COMMENTS Final Combo CO TP SEE INSP COMMENTS Compliance Investigation NR TP REFER TO CODE ENFORCEMENT Final Combo CO PD NO PLANS/CARD Frame/Steel/Bolting/Welding AP TP ND MECH & PLUMB PERMIT FOR F/ Rough Electric AP TP Frame/Steel/Bolting/Welding. NR TP LEFT NOTE ON CARD Ftg/Foundation/Piers AP TP Steel/Bond Beam AP TP 03/04/92 INSPECTION HISTORY LISTING FOR PERNIT# CB910643 DATE INSPECTION TYPE INSP ACT COMMENTS 09/24/91 09/24/91 09/24/91 08/30/91 08/30/91 06/03/91 06/03/91 06/03/91 Frame/Steel/Bolting/Wel RI RI Frame/Steel/Bolting/Wel TP AP Rough Electric TP AP Frame/Steel/Bolting/Wel RI RI Frame/Steel/Bolting/Wel TP NR Ftg/Foundation/Piers RI RI Ftg/Foundation/Piers TP AP Steel/Bond Beam TP AP MH/DONALD/714-582-9100 ND MECH & PLUMB PERMIT FOR F/P MH/DON/714-582-9100 LEFT NOTE ON CARD RS/DONALD/714-582-9100 HIT <RETURN> TO CONTINUE... ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619)560-1468 DATE: /i/9i EAPPLICANT URIS IC JURISDICTION: PLAN PLAN CHECK NO: []FILE COPY SET: IE us PROJECT ADDRESS: V\A --rZ []DESIGNER PROJECT NAME: AiD w-i The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. fl The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. L The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. E] The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: EsIn gil staff didnot advise the applicant contact person that plan check has been completed. Li Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone it REMARKS: =N (o 0 tJ L( - _TO _Gc r. -r -r -i 7141 S L 0 Jor So L a By:iwl61-) Enclosures: ESGIL CORPORATION EGA EAA ERN EDM ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: JURISDICTION: Cr2.1t34p PLAN CHECK NO: k -G-?, SET: PROJECT ADDRESS: 2c,L5Z PROJECT NAME: []PLAN CHECKER flFILE COPY PUPS DESIGNER The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. E The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. gy, The check list transmitted herewith is for your information. r'fA The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: 14 L 0 G r .g -s 1 Co 5 2 (r1 4Z. u rA c.. 9'Zoo3 Esgil staff did not advise the applicant contact person that plan check has been completed) t4L Li Esgil staff did advise applicant that the plan check has - been completed. Person contacted: Date contacted: Telephone REMARKS: 0 Ey:4 1LS) Enclosures.____________________ ESGIL CORPORATION 4. J'W)VJ k1T-. EIGA EI AA LRN DM JURISDICTION: Date plans received by plan checker:_______________ PLAN CHECK NO.:Date plan check compieted:4fZ1I By:Z I M PROJECT ADDRESS: tCZ 1v1 -Q ut -r- TO: c r '5'Z.. TY r -m i2 , . 3 Z 009 PLAN CORRECTION SHEET FOREWORD: PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items shown below need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303(c), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. PLANS () Please make all corrections on the original () Please indicate here if any changes have / tracings and submit two new sets of prints, 7 been made to the plans that are not a result / and any original plan sets that may have been / of corrections from this list. If there are returned to you by the jurisdiction, to: other changes, please briefly describe them and where they are located on the plans. Lr1-\2_ BL.o oiz. 2. To facilitate checking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans. Have changes been made to the plans not resulting from this correction list? Please check. Yes No ( S7 -r S+OtL t t) C.Lo E tO C F 14 94 4-) ) cv) a-F Wi I flX,r TflC TO r+G (\11 1t)C.. j C) o PM) -0 I$iX (Z4rAv1J(-1, 6iioc (ALL. FfliA i[L. Ic 1OL) Form No. PCS.41390 CODE MINIMUMS The listed items are excerpts from the 1988 Uniform Building Code. The items relate primarily to light wood frame construction. The pages may be "sticky backed" on plans and any items not shown elsewhere on the plans will be governed by the code minimum item(s). If the plans show items that are more restrictive than the code minimums then the most restrictive situation shall apply. 1 Underfloor Access. Underfloor areas must be ptovided with an unobstructed crawl hole not less than 18"x24". Openings must be effectively screened or covered. [UBC Section 2516(c)2] II. WOOD FRAMING I. FOUNDATION AND UNDERFLOOR Lumber. All joists, rafters, beams, and posts 2' to 4" thick must be No. 2 Grade Douglas Fir- Larch or better. All posts and beams 5" and I. Concrete Strength. Concrete for footings must thicker must be No. 1 Grade Douglas Fir-Larch or have a minimum compressive strength of 2000 psi at better. 28 days or composed of: 1 part cement 23 parts sand 3 parts of 3/4" maximum size rock Not more than 7 gallons of water per sack of cement. Wood and Earth Separation. Foundations supporting wood must extend at least 6" above the adjacent finish grade. [UBC Section 2907(a)] Provide 18" clearance under wood joists and 12" clearance under wood girders which are not pressure treated. [UBC Section 2516(c)2] Wall Bracing. Every exterior wood stud wall and main cross partitions must be braced at each end and at least at every 25 feet of length with 1 x 4 diagonal let-in braces or equivalent. [UBC Section 2517(g)3] Lateral Support. Floor joists and rafters m6re than 10" in depth and spanning more than 8 feet must be supported laterally by bridging or solid blocking at intervals not exceeding 8 feet. [UBC Section 2506(h)] Concrete Slabs. Slabs on grade must be at Blocking. Provide blocking at ends and at least 312." thick. [UBC Section 2623] "cupports of floor joists, and for rafters at exterior walls. [UBC Section 2517(d)31 Treated Wood. All foundation plates or sills and sleepers on concrete or masonry which is in direct contact with earth must be pressure-treated wood or foundation redwood. Wood joists closer than 1811, or wood girders or supports closer than 12" to the ground, must be pressure treated. [UBC Section 2516(c)] Roof Blocking. Provide 2" full depth solid ,rb ocking at ridg9 1in9 and at exterior walls.-Q4;. truswa4 [UBC Section 2517(h)6] Double Joists. Floor joists must be doubled ~ider bearing partitions running parallel with the joists. [UBC Section 2517(d)5] Anchor Bolts and Footing Sills. All sills must have full bearing on the footing wall or slab and must be bolted to the foundation with " nominal diameter steel bolts embedded at least 7" into concrete or masonry. Bolts must be spaced not to exceed 6' on center. There must be 2 bolts per piece with bolts not over 12" from cut end of sills. [UBC Section 2907(f)] X Underfloor Vents. Underfloor areas must be vilated by openings in foundation walls. Wall openings must have a net area of not less than 1 sq. ft. for each 150 sq. ft. of underfloor area. Openings must be arranged to provide cross ventilation and must be covered with corrosion- resistant wire mesh with openings of finch in dimension. [UBC Section 2516(c)6] Rafter Purlin Braces. Purlin braces shall be n6t less than 45 degrees to the horizontal. [UBC Section 2517(h)51 Rafter Ties. Rafter ties must be spaced not mo'e than 4 feet on center where rafters and ceiling joists are not parallel. [UBC Section 2517(h)4] Clearance. Provide " minimum clearance between top plate of interior non-bearing partitions and bottom chord of trusses. [UBC Chapter 23] 4/17/91 Page 1 of 4 CM 10 Top Plate. Provide double top plate with minimum 48" lap splice. [UBC Section 2517(g)2] 1 Nailing. Nailing will be in compliance with Table 25-Q. A copy of this table is reproduced on page 3, Fire Stops. Horizontal fire stops must be pr6vided for walls at ceilings, floor levels and concealed spaces at 10' o.c. [UBC Section 2516(f)] Studs. In one- or two- story buildings, stids for exterior walls and interior bearing walls must be not less than 2" x 4" at 16" o.c. Studs 2" to 4" thick and 2" to 4" wide and not more than 8 feet long must be "stud grade" Douglas Fir-Larch or better when supporting not more than one floor and a roof. Studs for bearing walls must not exceed 8 ft. in height. [UBC Section 2517(g)] 1Jj Laminated Wood. An AITC Certificate of Coiformance for glued laminated wood members must be given to the Building Inspector prior to their installation. [UBC Section 2505] III. GENERAL MATERIAL SPEC IFICATIONS Mortar Mix. Mortar to be used for c6nstruction of masonry walls, foundation walls and retaining walls must be 1800 psi minimum and may consist of: 1 part Portland cement 3 parts sand part hydrated lime or lime putty Plastic cement may be used with 1 part plastic cement to 241 to 3 parts sand. [UBC Table 24A, UBC Standard 24-20] Zs1Structural Steel. Steel used as structural apes such as wide flange sections, channels, plates and angles must comply with ASTM Spec. A-36. Pipe columns must comply with ASTM Spec. A-53. [UBC Standard 27-11 Wood Siding. All wood siding must be placed over an approved, weather-resistive barrier. •[UBC Section 1707(a)] wiw-r (5 •fl4 rJrErIo ' Roof Covering. All roofing materials and installation shall comply with Chapter 32, UBC. 3/'LOO 7-4./O ot,4 gii.S 3 Flahing Around Openings. Every opening in any exterior wall must be flashed with sheet metal or waterproof building paper. [UBC Section 1707(b)] 4 Weep Screed. A weep screed must be provided for all weather-exposed exterior stud walls finished on the exterior with stucco at the foundation plate line. [UBC Section 4706(e)] / Basement Walls. Basement foundation walls below grade must be damp-proofed on the outside. [IJBC Section 1707(d)] Attic Access. Attic areas over 30" high must be accessible by an opening not less than 22" x 30". With a furnace in the attic, the opening must not be less than 30" x 30" or 22" x 36". [UBC Grout Mix. The mix for the grout may be: '1 part Portland cement 3 parts sand 1/10 part hydrated lime or lime putty 1 to 2 parts pea gravel (3/8" maximum) Water added to pouring consistency without segregation of grout constituents. The use of plastic cement is not allowed for grout. [UBC Section 2402] Masonry. The masonry units must comply with ATM Spec. C90-75, Grade N for hollow unit concrete blocks. [UBC Standard 24-41 Reinforcing Steel. The reinforcing steel used iz construction of reinforced masonry or concrete structures must be deformed and comply with ASTM Spec. A615, Grade 40. [UBC Standard 26-4] Section 3205(a), UMC Section 708] Shower Enclosures. Shower walls must be finished to a height of 70" above the drain inlet with a smooth, hard, non-absorbent surface. [UBC Section 510(b)] 3 Smoke Detectors in New Construction. In new construction, smoke detectors must receive their primary power from the building wiring when such wiring is served from a commercial source. Smoke detectors may be battery-operated when installed in existing buildings, buildings without commercial power, or buildings which undergo alterations, repairs or additions regulated by UBC Section 1210(a), paragraph 2. S0t4' (-M TI"JCj 4 /17/91 Page 2 of 4 TABLE NO. 2541-NAILING SCHEDULE CONNECTION NAILING' Joist to sill or girder, toenail 3-8d Bridging to joist, toenail each end 2-8d I" x 6" subfloor or less to each joist, face nail 2-8d Wider than I" x 6" subfloor to each joist, face nail 3.8d 2" subfloor to joist or girder, blind and face nail 2-16d Sole plate to joist or blocking, face nail 16d at 16" o.c. lop plate to stud, end nail 2-16d S. Stud to sole plate 4.8, toenail or 2.16d, end nail Double studs, face nail 16d at 24" o.c. Doubled top plates, face nail 16d at 16" o.c. ii. Top plates, laps and intersections, face nail 2-16d Continuous header, two pieces 16d at 16" o.c. along each edge Ceiling joists to plate, toenail 3.8d Continuous header to stud, toenail 4-8d Ceiling joists, laps over partitions, face nail 3-16d Ceiling joists to parallel rafters, face nail 3.16d Rafter to plate, toenail 3-8d 1' brace to each stud and plate, face nail 2.8d I' x 8 sheathing or less to each bearing, face nail 2.8d Wider than 1' x 8 sheathing to each bearing, face nail 3-8d Built-up corner studs I 6d at 24" o. c. 2" planks 2-I6d at each bearing Plywood and particleboard:5 Subfloor, roof and wall sheathing (to framing): 1/2" and less 6d. 19132".314" 8d3 or 6d4 8d2 11/8"-1I/4" Combination Subfloor-underlayrnent (to framing): 3/" and less 10d3or8d4 6d4 71s"-l" 8d4 11/8"41/4" 10d3or8d4 Panel Siding (to framing): 1/2"orless 6d6 51s" 8d6 Fiberboard Sheathing:7 1/2" No. 11 ga.S 6d3 No. 16ga.9 25/32" No. 11 2a.8 No. 16 ga.9 ICommon or box nails may be used except where otherwise stated. 2Comrnon or deformed shank. 3Comnion. 4Deformed shank. SNails spaced at 6 inches on center at edges, 12 inches at intermediate supports 00 inches at intermediate supports for floors), except 6 inches at all supports where spans are 48 inches or more. For nailing of plywood and particleboard diaphragms and shear walls, refer to Section 2513 (c). Nails for wall sheathing may be common, box or casing. 6Corrosion-resistant siding or casing nails conforming to the requirements of Section 2516 ,Fasteners spaced 3 inches on center at exterior edges and 6 inches on center at intermediate supports. SConosion-resistant roofing nails with 7/16-inch-diameter head and lt/2-inch length for 12- inch sheathing and 1314-inch length for 2532.inch sheathing conforming to the require- ments of Section 2516 j) I. 9Corrosion-resistant staples with nominal 7,16-inch crown and ll!8.inch length for 12.inch sheathing and 11.2-inch length for 2532-inch sheathing conforming to the requirements of Section 2516 (j) 1. 4 /17/91 P...ge 3 of 4 TABLE NO. 29-A—FOUNDATIONS FOR STUD BEARING WALLS—MINIMUM REQUIREMENTS' 2 NUMBER OF I FLOORS SUPPORTED BY THE THICKNESS OF FOUNDATION WALL (Inches) WIDTH OF FOOTING (Inches) THICKNESS OF FOOTING (Inches) DEPTH BELOW UNDISTURBED GROUND SURFACE UNIT FOUNDATION3 CONCRETE MASONRY (Inches) 1 6 6 12 6 12 2 8 8 1 15 7 18 3 10 10 1 18 8 24 tWhere unusual conditions or frost conditions are found, footings and foundations shall be as required in Section 2907 (a). 2The ground under the floor may be excavated to the elevation of the top of the footing. 3Foundations may support a roof in addition to the stipulated number of floors. Foundations supporting roofs only shall be as required for supporting one floor. TABLE NO. 25-S-1—ALLOWABLE SPANS FOR PLYWOOD SUBFLOOR AND ROOF SHEATHING CONTINUOUS OVER TWO OR MORE SPANS AND FACE -- GRAIN PERPENDICULAR TO SUPPORTS' $ PANEL SPAN RATING3 PLYWOOD THICKNESS (Inch) 111OF2 FLOOR MAXIMUM SPAN' (In Inches) Maximum Span (In Inches) Load (In Pounds per Square Foot) Edges Blocked Edges Unblocked Total Load - Live Load 1.1210 /16 12 135 130 0 2.16/0 /16,I8 16 80 65 0 3.200 /,6.3/a 20 70 55 0 4.24/0 3/ 24 16 60 45 0 5. 24/0 15/32 1/2 24 24 60 45 0 6.32116 1 /32, '/a, 19132, 32 28 .55 355 166 7.40/20 19/33, 3/8, I32, I4,I8 40 32 405 1 35 206' 8.48/24 .23/32, 3/4, 7/s 48 1 36 403 35' 24 'These values apply for C-C, C-D, Structural land 11 grades only. Spans shall be limited to values shown because of possible effect of concentrated loads. 2Uniform load deflection limitations '/,so of the span under live load plus dead load. '/:.ao under live load only. Edges may be blocked with lumber or other approved type of edge support. 'Span rating appears on all panels in the construction grades listed in Footnote No. I. P1ywood edges shall have approved tongue-and-groove joints or shall be supported with blocking unless 1/4-inch minimum thickness underlayment, or inches of approved cellular or lightweight concrete is placed over the subfboor, or finish floor is 2-1/2-inch wood strip. Allowable uniform load based on deflection of 'io of span is 165 pounds per square foot. 'For roof live load of 40 pounds per square foot or total load of 55 pounds per square foot. decrease spans by 13 percent or use panel with next greater span rating. 'May be 24 inches if 23/3:-inch wood strip flooring is installed at right angles to joists. 'May be 24 inches where a minimum of 1112 inches of approved cellular or lightweight concrete is placed over the subfloor and the plywood sheathing is manufactured with exterior glue. 'Floor or roof sheathing conforming with this table shall be deemed to meet the design criteria of Section 2516. 4/17/91 Page 4 of 4 Date i 4(Q4151 Jurisdiction Prepared byi Bldg. Dept. VALUATION AND PLAN CHECK FEE j Esgil PLAN CHECK NO._-c:.43 BU ILDING ADDRESS -Z, 2. ñl - rz U T1 APPLICANT/CONTACT Th.44L Gqi-t PHONE NO.(914) 52'9I00 BUILDING OCCUPANCY f2-3C4io) DESIGNER PHONE____________ TYPE OF CONSTRUCTION V -.i CONTRACTOR PHONE___________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE '02 Air Conditioninz Commercial Residential Res. or Comm. -Fire Sprinklers - Total Value J I Z Building Permit Fee (E0 OC) Plan Check Fee $ ' 00 $ Co M MEN TS: SHEET OF_____ 12/87 1' .- - cr- - 1)D ly wa 23 N R D D BUILDING PLANCHECK ENGINEERING CHECKLIST I DATE: APR I PLANCHECK NO. )HOC43 ZZ MF-4 IT Pi- ITEM COMPLETE ITEM INCOMPLETE NEEDS YOUR ACTION ITEM SELECTED C C C H H H E E E K1K K LEL1 PROJECT ID: LEGAL REQUIREMENTS Site Plan 1. Provide a fully dimensioned site plan drawn to scale. Show: north arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimension setbacks. Show on site plan: Finish floor elevations, pad elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and (roposedL_s1opea, driveway with percent (%) grade and ;r7VJ:n-a`ge patterns) [~ZE El 3. Provide legal description and Assessors Parcel Number. Discretionary Approval Compliance No Discretionary approvals were required. Project complies with all Engineering Conditions of Approval for Project No.________________ Project does not comply with the following Engineering Conditions of Approval for Project No.___________________ Conditions complied with by: Date: Field Review Field review completed. No issues raised. Field review completed. The following issues or discrepancies with the site plan were found: E E E A. Site lacks adequate public improvements Existing drainage improvements not shown or in conflict with site plan. Site is served by overhead power lines. P:\D0CS\MISF0RMS\FRM0010.DH REV. 02/27/91 c LILIE D. EIEE E. EEE F. Grading is required to access site, create pad or provide for ultimate street improvement. Site access visibility problems exist. Provide onsite turnaround or engineered solution to problem. Other: Dedication Requirements REE . EEE 10. No dedication required. Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8½" x 11" plat map and submit with a title report and the required processing fee. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. The description of the dedication is as follows: Dedication completed, Date By:_______ Improvement Requirements [ILl LI LI 11. No public improvements required. SPECIAL NOTE: Damaged or defective improvements found adlacent to building site must be repaired to the satisfaction of the City inspector prior to occupancy. LI LI 012. Public improvements required. This project requires construction of public improvements pursuant to Section 18.40 of the City Code. Please have a registered Civil Engineer prepare appropriate improvement plans and submit for separate plancheck process through the Engineering Department. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit. The required improvements are:______ Improvement plans signed, Date: by: P:\D0CS\MISF0RMS\FRM0010.DH REV. 02/27/91 E 13. Improvements are required. Construction of the public improvements may be deferred in accordance with Section 18.40 of the City Code. Please submit a letter requesting deferral of the required improvements together with a recent title report on the property and the appropriate processing fee so we may prepare the necessary Future Improvement Agreement. The Future Improvement Agreement must be signed, notarized and approved by the City prior to issuance of a Building Permit. Future Improvement Agreement completed, Date:____________ By: E E 13a. Inadequate information available on site plan to make a determination on grading requirements. Please provide more detailed proposed and existing elevations and contours. Include accurate estimates of the grading quantities (cut, fill, import, export). No grading required as determined by the information provided on the site plan. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted for separate plan check and approval through the Engineering Department. NOTE: The Grading Permit must be issued and grading substantially complete and found acceptable to the City Inspector prior to issuance of Building Permits. Grading Inspector sign off. Date: by: Miscellaneous Permits / Right-of-Way Permit not required. Right-of-Way Permit required. A separate Right-of-Way Permit issued by the Engineering Department is required for the following: Sewer Permit is not required. Y/10 0 20. Sewer Permit is required. A sewer Permit is required concurrent with Building Permit issuance. The fee required is noted below in the fees section. Industrial Waste Permit is not required. P:\D0CS\MISF0RI4S\FRM0010.DH REV. 02/27/91 ,EIIEIE 21. Industrial Waste Permit is required. Applicant must complete Industrial Waste Permit Application Form and submit for City approval prior to issuance of a Building Permits. Permits must be issued prior to occupancy. Industrial Waster Permit accepted - Date: By: Fees Required O /F 27. Park-in-Lieu Fee Quadrant: Fee per Unit: Total Fees: O r.4/1J 23. Traffic Impact Fee Fee Per Unit: Total Fee: 0 'V'3 24. Bridge and Thorough fare Fee Fee Per Unit:__________________ Total Fee: o NJA Public Facilities Fee required. O r4JA Facilities Management Fee Zone: Fee: O I\.1)11 Sewer Fees Permit No.EDU's________ Benefit Area: Fee: 0 t4ji 28. Sewer Lateral Required: Fee:__________________ 29. REMARKS:_________________________________________ £ OVJ /j/J4F C)P Wqrr--P-, 7H-)AT CnOF-1 TO ZFJ. ENGINEERING AUTHORIZATION TO ISSUE PERMIT BY: ' DATE: ( P:\D0CS\MISF0RMS\FRM0010.DH REV. 02/27/91 PLANNING CHECKLIST Plan Check No. /- 0/3 Address 5- iigv,+c P1 Planner Day' k Q. Phone 438-1161 ext. 4/32 (Name) APN: 21 f325J( Type of Project and Use ,ç?o-i .4I/7fa.i Zone _— 11 _____ Facilities Management Zone Legend Item Complete El Item Incomplete - Needs your action 1, 2, 3 Number in circle indicates plancheck number where deficiency was identified Environmental Review Required: YES - NO 4E DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval Disaetionary Action Required: YES - NO APPROVAL/RESO. NO. DATE: PROJECT NO. OTHER RELATED CASES: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval California Coastal Commission Permit Required: YES - NO DATE OF APPROVAL: San Diego Coast District, 1333 Camino Del Rio South, Suite 125, San Diego, CA. 92108-3520 (619) 297-9740 Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval a. Additional Comments c 4-e cJrCtCdIh/\ (ce. Landscape Plan Required: YES ___ NO See attached submittal requirements for landscape plans Site Plan: 610 0 1. Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimensioned setbacks. 0 0 2. Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes and driveway. 0 0 3. Provide legal description of property. DO 0 4. Provide assessor's parcel number. oning: 1. Setbacks: Front: Int. 'bide: Street Side: Rear: Lot coverage: (ir6' Height: 0 0 0 Parking: Required Shown .- Required S' Shown /' Required - Shown Required / Shown 'fe)' Required Shown / Z Required Shown '3 / Spaces Required Shown Guest Spaces Required Shown OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE PLNCK.FRM