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2325 PIO PICO DR; ; CB891419; Permit
BUILDING PERMIT 05/23/90 16:52 Page 1 of I Job Address: 2325 PlO PICO DR Str: Permit Type: RESIDENTAL ADDITION/ALTERATION Parcel No: 156-350-06-00 Valuation: 190,060 Construction Type: NEW Occupancy Group: Class Code: Description: 2S 1869 SF ADDITION Permit No: Project No: Development No: Fl: Ste: 5687 05/23/90 0001 01 C-PRMT Status: Applied Apr/Issue Validated By: 02 1202.('O ISSUED 09/22/89 05/23/90 DC CB89 1419 A8902353 OWNER : GILBERT, GARY Lic. 720-0921 2325 PlO PICO - CARLSBAD,CA 92008 *** Fees Required *** ,Fees Collected & Credits ----- 1 ,682.0 0 Adjustments / 00 Total Credits 00 Total Fees 1'."682.,00 Total Payments 480.00 Balance ,,*Due: 1,202 00 Fee description Units \Fee/Unit Ext fee Data Building Permit 958.00 Plan Check 623.00 Strong Motion Fee I "' ' 13 00 * BUILDING TOTAL r'' 1594 00 Enter "Y" for Plumbing Issue Fee > I 7.50 1 Each Plumbing Fixture or Trap. i1.00 / 2.50 27.50 Each Water Heater and/or Vent > 1 00/ 2.5Q 2.50 Gas Piping System , I 2 50 _00 2 50 * PLUMBING TOTAL - " \ / 40.00 Enter "Y" for Electric Issue Fee > / 5.00 1 Other > 10 00 / 10.00 REMODEL * ELECTRICAL TOTAL ($10 Minimum) 15.00 Enter '1' for Mechanical Issue Fee> - 15.00 Y Install Furn/Ducts > 1.00 9.00 9.00 Each Install/Reloc Appliance Vent > 2.00 4.50 9.00 * MECHANICAL TOTAL 33.00 INS'( CLEARANCE CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad CA 92009 (619) 438-1161 PPROVAL DATE I- PERMIT APPLICATION City of Carlsbad Building Department 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 1. PERMIT TYPE I A - p COMMERCIAL qNEW qTENANT IMPROVEMENT NDU IAL [:]NEW 0 TENANT IMPROVEMENT C 1 DENTIA1 DAPARTMENT []CONDO [-]SINGLE FAMILY DWELLING 1'TION/ALTERATlON DDUPLEX DDEMOLITION DRELOCATION DMOBIIE HOME DELECTRICAL []PLUMBING DMECHAWICAL E] POOL [I SPA DRETAINING WAIL DSOLAR DOTHER________________ JECT INFORMATION - PLAN CHECK No. 9-/ 5 Building or Suite Cross Streets EST. VAL U2 - PLAN CE DEPOSIT VALID. BY DATE 0014 09/22/89 0001 01 02 C-PRMr 480.00 AVp% I 8 BLDG. SO. FIG. 3. CONTACT PERSON NAME CITY A OF STORIES ADDRESS Z37-15, STATE ZIP CODE OAT TELEPHONE - o9 7- SIGNATURE APPLICANT DCONTRACTOR NAME( Grit-ecr DAGENT FOR CONTRACTOR DOWNER ADDRESS FOR OWNER CITY pP STATE ZIP CODE DAY TELEPHONE ZZo -oq z- I PROPERTY OWNER IR OLESSEE OTEWANT NAME T €.e R"i ADDRESS IN : l_&4 U CITY C,3IlAp aL, TE TA ZIP CODE DAY TELEPHONE 7 2_ — Iz t CONTRACTOR NAME OW ADDRESS CITY STATE ZIP CODE DAY TELEPHONE STATE LIC. # LICENSE CLASS CITY BUSINESS LIC. A SIGNATURE TITLE DATE DESIGNER NAME ADDRESS CITY Y"l"4 ç,.) STATE ZIP CODE DAY TELEPHONE STATE LIC. A 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 OWN.ER-BUILDER DECLARATION er-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 Cede: 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 Contractors License Law). 0 I am exempt under Secti n ______ Ac- ____ Business and Professions Cede for this reason: (Sec. 7031.5 Busines Profess it or County which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuanc , also requ for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's Licens aw (Chapte t e tion 7000 of Division 3 of the Business and Professions Cede) or that he is exempt therefrom, and the basis for he Ileged exe a on f Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not f. more than ive 00 SIGNATUR DATE ZZ COMPLETE THIS SECTION JOR lONBIDEHTIAL 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 [3 NO 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 C] NO 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 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 for which this permit is issued (Sec 3097(i) 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 buildi construction. I her y authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE 0 S INDEMNIFY AND KE RMLEftS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY N COW EQUENCE OF THE GRA TIN OF/AHIS PERMIT. ExpiratJ'. Every permit issue y e Bui or workhthorized by such per(01 or abadoi%sd at any time afth ort is ing Official under the provisions of this Cede shall expire by limitation and become null and void if the building nced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended uxericed for period of 180 days (Section 303(d) Uniform Building Code). UCONTRACTOR 'PHONE ) z APPROVED BY: WHITE: File YELLOW: Applicant PINK: Finance 02/24/92 INSPECTION HISTORY LISTING FOR PERNIT# CB891419 DATE INSPECTION TYPE INSP ACT COMMENTS 09/04/91 Interior Lath/Drywall RI RI NH 09/04/91 Interior Lath/Drywall PD AP 09/04/91 Exterior Lath/Drywall PD AP 09/04/91 Shower Pan/Roman Tubs RI RI NH 07/11/91 Interior Lath/Drywall RI RI NH/GARY 07/11/91 Interior Lath/Drywall PD AP 07/03/91. Frame/Steel/Bolting/Wel RI RI NH/GARY 07/03/91 Frame/Steel/Bolting/Wel' PD AP 05/29/91 Rough Electric RI RI RS 05/29/91 Rough Electric PD PA 04/10/91 Rough/Topout RI RI NH/GARY 04/10/91 Rough/Topout PD AP 04/05/91 Insulation RI RI NH/GARY/755-4371 04/05/91 Insulation PD PA 04/02/91 Sewer/Water Service RI RI MH/720-0921 04/02/91 Sewer/Water Service PD NR 03/26/91 Frame/Steel/Bolting/Wel RI RI NH/GARY/755-4371 03/26/91 Frame/Steel/Bolting/Wel PD CO 03/19/91 Final Combo RI RI MH/GARY/720-0921 03/19/91 Final Combo PD NR 11/09/90 Shear Panels/HD's PD AP 11/09/90 Interior Lath/Drywall RI RI RS/ 11/02/90 Roof/Reroof RI RI RS/GARY/720-0921 11/02/90 Roof/Reroof PK AP OK TO ROOF 10/25/90 Frame/Steel/Bolting/Wel PD PA 10/25/90 Frame/Steel/Bolting/Wel RI RI T1/MH/720-0921 10/25/90 Frame/Steel/Bolting/We]. PD PA 09/28/90 Ftg/Foundation/Piers RI RI T2/MH/GARY/720-0921 09/28/90 Ftg/Foundation/Piers PD AP 09/25/90 Ftg/Foundation/Piers RI RI Tl/MH/720-0921 09/25/90 Ftg/Foundation/Piers PD AP 09/24/90 Ftg/Foundation/Piers RI RI T2/RS/GARY 09/24/90 Ftg/Foundation/Piers PD CA 09/07/90 Ftg/Foundation/Piers RI RI T2/MH/GARY 09/07/90 Ftg/Foundation/Piers PD AP 09/07/90 Grout RI RI T2/MH/GARY 09/07/90 Grout PD AP 08/31/90 Ftg/Foundation/Piers RI RI Tl/MH/GARY/720-0921 08/31/90 Ftg/Foundation/Piers PD AP HIT <RETURN> TO CONTINUE... 5øat4ev c*E4j4 sld FIELD REPORT FILE No.._______ 746-4544 DATE (S) JOB NAME (- 1 I • REPORT NO. PROJECT ENGINEER . FIELD TECHNICIAN CONTRACTOR FOREMAN EQUIPMENT WORKING rio r CO TYPE OF COMPACTOR •' DATE R E M A R K S _ _r- cP,•ir 2'.-,r i.. _______ T — ;c• i--.. •• -. I ..... (JA I ) —1-4 c. ' ti... - - .. - • ( 1• ci— .•L*• . s r / - - T-4 r 1Ai - ;— t-- A :. t* ) - •) - . I - -BE COpy /1 ,) DATE A LHOURS CHARGED T 105 SOUTHERN CALIFORNIA SOIL AND TESTING, INC- P.O. BOX 20627 6280 RIVERDALE STREET SAN DIEGO, CA 92120 (619) 280-4321 rEuBJECT - DATE - &"r i2-tS 2'-1 <? (D ,'oj Ecf Aja A- P go a.) OS ) C 33.XCIh-A r&D FcO7I —'6i 1'P 'a ,P,277o..t.) c '- R - /c r r ,4i5AR fe,7 ,2 C --' ' & ( r ,& o.-r',-(, .Ot'J /?Pøi2r C4) LJ (c.r Az), 19fpRt r o.c / 4uI Drr LO5C o'c $.4'oc.c-0 /3 Qti-'- tO 70 CcCR7, / V REPLY PLEASE REPLY TO 00 SIGNED BY SIGNED DATE 4A-73N INSTRUCTIONS TO SENDER INSTRUCTIONS TO RECEIVER EEP YELLOW COPY 2 SEND WHITE AND PINK COPIES INTACT 1 WRITE REPLY 2 DETACH STUB. KEEP PINK COPY. RETURN WHITE COPY TO SENDER ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITES 208 SAN DIEGO, CA 92123 (619)560-1468 DATE: /0 - JURISDICTION: C'I o RISION flFILE COPY PLAN CHECK NO: 9 - SET: 111 ups flDESIGNER PROJECT ADDRESS: -5-9 P10 PICD PROJECT NAME: Oi /-f, C // /.7• G/L/&T ' The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. Li 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. Li The plans transmitted herewith he signif'icant deficiencies. identified on the enclosed che'ck;ist 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. Ej The applicant's copy of the check list is n?closed for the jurisdiction to return to the applicant con t.person. The applicant's copy of the check list has nent to: Esgil staff did not 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 # Li REMARKS: By: P15 90LeA)7G nclosures: ESGIL CORPORATION LIGA .LJAA Dvw 0DM ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: 1OT c7 JURISDICTION: PLAN CHECK NO: CITY OF CARLSBAD c— f41/7 SET: JURISDICTION LAN CHECKER FILE COPY UPS DESIGNER PROJECT ADDRESS: .Z3S /7W /-iao p PROJECT NAME: SFD r D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply U with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. Li The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ,The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. fJ 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: • G,c-,1 G/L,eeT .Z3Zg p, P'CZ2 • OcT, C4 , 920o2 Esgil staff did not advise the applicant contact person that plan check has been completed. j Esgil staff did advise applicant that the plan check has been completed. Person contacted: 6141,2&1 Date contacted: /0-S-7 Telephone 7z _09&/ U REMARKS: By: f?-&-VoIA)T Enclosures:___________________ ESGIL CORPORATION El GA 0 AA 0 vw 0 D PLAN E1NO: JURISDICTION: CITY OF CARLSBAD TO: Gfr Gi 1 ,T Z3Z5 P'o Pica. c4s,9q-z,, C4 9ZO02 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 access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances by the Planning Department, Engineering Department or other departments. Present California law mandates that residential construction comply with Title 24 and the following model codes: 1985 UBC (eff. 7/31187) 1985 UPC (eff. 3/30/87) 1987 NEC (eff. 10/28/87) 1985 UMC (eff. 8/28/87) PLAN OMuWIC r CITY -op CARLSBAD SThZ FAMILY AND DUPLEX INJRLLi Date plans received by jurisdiction: The above regulations apply to residential construction, regardless of the code editions adopted by ordinance. The circled items listed 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), 1985 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, note on this list for a copy) where each correction item has been addressed i.e., plan sheet, specification, etc. Be sure to enclose the marked up list when you submit the revised plans. Date plans received by Esgil Corporation: Date initial plan check completed: 1 By: ñ Applicant - contact person: GAF 1L7Telepbone:c6/9) 77c - NOTE: PAGE NUMBERS ARE NGT IN ScE--AS; PAGES HAVING NO IS NEEDING CORRECTIONS WERE DELETED. List No. 63, Carlsbad Single Family Dwelling and-Duplex With All Supplements. (1985 UBC) PLANS Show on the title sheet all structures, pools, walls, etc. included under this application. 1. 0 Please make all corrections on the original Any portion of the project shown on the site tracings and submit two new sets of prints, and plan that is not included with the building any original plan sets that may have been permit application filed should be clearly returned to you by the jurisdiction, to: identified as "not included." Esgil Corporation, 9320 Chesapeake Drive, 11. Clearly show if the lower level is a basement Suite 0208, San Diego, California 92123, or a story, based on the definitions in (619) 560-1468. Sections 403 and 420. Plot the finish grade (as defined) on the elevations and dimension Please make all corrections on the original the distance to the floor above, for story tracings and submit two new sets of prints, determinationi and any original plan sets that may have been returned to you by the jurisdiction, to: FIRK PROTECTION The jurisdiction's building department. 1,2<' Exterior walls closer than 3 feet to property lines shall be one-hour rated construction and Indicate on the Title. Sheet of-the plans., the have no openings. Such walls shall have 30 name of the legal owner and name of person inch parapets when the building floor area responsible for the preparation of the plans. exceeds 1,000 square feet on any floor. Section 302(a)7. . . (Table 5-A, Section 1709 (a)). All sheets of plans must be signed by the )A<' Projections, including eaves, may not extend • person responsible for their preparation. .. more than 12 inches into the 3 foot setback (California Business and Professions Code). from the property line. Section 1710. D 54Z t7.OL/.) Plans, specifications and calculations shall be / Eaves over required windows shall be not less signed by the California state licensed than 30 inches from the side and rear property engineer or architect responsible for their lines. Section 504. preparation, for plans deviating from / conventional wood frame construction. Specify )4'. Plastic skylights shall not be installed expiration date of license. (California within 8' of an exterior wall located where Business and Professions Code). S" /GlOCo openings in such exterior wall are prohibited or required to be protected. . Specify on the Title Sheet of the plans the Section 5207 (a) 7. gross floor area of each element of this project including dwelling,, garage, carport, . 3fr<' Projections, including eaves, . shall be one- patio, deck and balcony. Section 302(0. hour fire-resistive construction, heavy timber or of noncombustible material if they project Provide a statement on the Title Sheet of the into the 3' setback area from the property plans that this project shall comply with Title . line. Section 1710. 24 and 1985 UBC, UMC and UPC and 1987 NEC. / . Show location of permanently wired smoke )' Submit fully dimensioned plot plan drawn to 1.. . detector, centrally located in corridor or scale showing location, size, and use of all area giving access to sleeping rooms or above • existing and proposed structures on the lot, stair if sleeping rooms are on upper level. Identify property lines and show lot dimensions Section 1210. . and all easements. Show location of all cut or j - fill slopes. Show finish floor elevations and A smoke detector shall be installed in the show elevations of adjacent finish grade. basement of dwelling units having a stairway Show drainage patterns with minimum slopes. which opens from the basement into the Section 302(c). . dwelling. Such detector shall be connected to a sounding device or other detector to provide 9( Indicate distance from property lines to an alarm which will be audible in the sleeping proposed building. Section 302(c). . . area. Section 1210. When the valuation of a room addition or repair exceeds $1,000, or when sleeping rooms are created, smoke detectors shall be provided at existing bedrooms per item 16 above. 4- 5 c4c4.. f' 4 i. 75 OF qj A-AJD Cfr (!C O/a-. (&AJ4TL,2&., 5/10/89 . 2 3. Habitable rooms, other than kitchens, shall contain at least 70 square feet of floor area. At least one room shall have not less than 120 square feet of floor area. Section 1207 (b). X Window area must be at least 1/10 of the floor / area and a minimum of 10 square feet per Section 1205 (a). Appears to be deficient in 32 Openable window area in habitable rooms must be 1/20 of the floor area and a minimum of 5 square feet. In bathrenrns,- laundry rooms and similar rooms 1/20 of area is required and minimum is 1.5 sq. ft. (Section 1205 (a)). 2i. At least 1/2 of the Common wall must. be open 7 and have an opening not less than 25 sq. ft. nor one tenth of the floor area of the interior,* room if light and ventilation is being supplied from an adjacent room. Section 1205 (a). Required windows shall not open into a roofed porch unless the ceiling height is at least 7 feet, the longer side is at least 65% open, and the porch abuts a street, yard or court. Section 1203 (a). Provide mechanical ventilation capable of providing five air changes per hour in bathrooms, water closet compartments, laundry rooms and similar rooms if required openable windows are not provided. Section 1205 (a). No habitable room, other than a kitchen, shall be. less than i'D" in any dimension. Section 1207 (c). 3.3< Show that ceiling height for habitable rooms is a minimum of 716". Section 1207 (a). A. Show ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimum of 7' 011. Section 1207 (a). Dimension on the plans the 30" clear width for water closet compartments and 24" clearance in front of water closet. Section 511 (a). Specify safety glazing for glazing in hazardous locations such as glass doors, glazing adjacent to such doors and glazing adjacent to walking surfaces. Section 5406. V Glazing, in the same wall plane as a door, must be safety glazing if within 12" of the door and less than 60" above the walking surface, unless the glazing is leaded or faceted glass. Section 5406 (d) 6. Glazing in shower and tub enclosures shall be tempered, laminated or approved plastic (including windows within 5 feet of tub or shower floor). Section 5406 (d) 5. Sleeping rooms shall have a window or exterior door for emergency exit. Sill height shall not exceed 44" above the floor. The window must have an openable area of at least 5.7 square feet with the minimum openable width 20" and the minimum openable height 24". Section 1204. A mezzanine is an intermediate floor and may not have a floor area -exceeding 33 1/3 percent of the total floor area in the room below. The mezzanine floor must have a clear height of 7 feet, above and below, and must have the long side open to the room below except for posts and protective walls or railings not exceeding 42" in height. Section 1716. The loft you show does not comply as a mezzanine floor and is, by Uniform Building Code definition, a story. Section 1716. Floors above the second story shall have not less than 2 exits. Occupied roofs may have one exit if such occupied areas are less than 500 square feet and located no higher than immediately above the second story. Section 3303 (a). Required exit doorways shall be not less than 36" in width and not less than 6'8" in height, and shall be capable of opening at least 90 degrees. Section 3304 (e). Provide 36" high protective railing for porches, balconies, and open sides of stair landings. Openings between railing shall be less than 6". Section 1711. 3/' Show how guardrail connection details are adequate to support 20 pounds per lineal foot at a right angle to the top rail. Table 23-B. 5/10/89 3 40. Provide stairway and landing details. Section 3306 (b) & (c). Maximum rise is 7" and minimum run is 11". When the stairs serves less than 10 occupants, or serves an unoccupied roof, rise may be 8" maximum and run 9" minimum. Minimum headroom is 61 6". C. Minimum width is 36". 41 All handrails per Section 3306 (i), shall satisfy the following: Provide handrail for stairways with 4 or more risers. Handrail shall be 30" to 34" above the nosing of treads. C. The handgrip portion .of handrail shall be not less than 1 1/4" nor more than 2" in cross-sectional dimension. Every stairway landing shall have a dimension, ' measured in the direction of travel, at least equal to the stairway width. Such dimension need not exceed 36 inches. Section 3306 (g), 3304 (i). A door may open inward at the top step of a stairway provided the top step is not more than 7 1/2" lower than the floor level. Section 3304 (h). Provide details of winding stairway complying with Section 3306 (d): Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from where the treads are narrowest. Maximum rise is 8 inches. C. Minimum width is 36 inches. Provide spiral stairway details, per Section / 1 1 3306 (f): Minimum run is 7 1/2 inches measured at a point 12 inches from where the treads are the narrowest. - Maximum rise is 9 1/2 inches. Maximum clear opening between risers is 6 inches. C. Minimum headroom is 6 feet 6 inches d. The tread must provide a clear walking area measuring at least 26 inches from the. outer edge of the supporting column to the inner edge of the handrail. Spiral stairways may not be used for required exitswhen the area served is greater than 400 sq. ft. Section 3306 (f). Provide I.C.B.0. Research Report and number for metal stairway, or submit plans and calculations and approved fabricator registered with the building department or note that the stairway fabrication plans shall be submitted to and approved by the building official prior to installation. In buildings over 2 stories in height, provide 3/4 hour fire-rated assemblies for all openings in the exterior wall below or within 10 feet horizontally of an exterior stairway. An exit balcony with 2 separated stairways is exempt. Section 3306 (1). Openings in exterior walls below or within 10 feet, measured horizontally, of an exterior stair shall be protected by self-closing fire assemblies having a three-fourths-hour fire protection rating when the stair serves a floor level having openings in two or more floors below it. An exit balcony with two separated stairways is exempt. Section 3306 (1). IX Exterior stairways shall not project into the 3 foot setback from the property lines. Section 3306 (n). 51. The walls and soffits of the enclosed usable space under interior stairs shall be protected on the enclosed side as required for one-hour fire-resistive construction. Section 3306 (m). Within units, show that corridors have a minimum width of 36 inches. Section 3305 (b). ROOFING Specify roof slope. 5,k. Roof slope is not adequate for roof type / specified. Table 32-B; Section 3203 (h). Specify roof material and application. Chapter 32. Specify I.C.B.0. or U.L.approval number for roof materials not covered in U.B.C., e.g., tile, etc. Section 107. 5/10/89. . 4 The maximum slope for afire retardant built- up roof, with rock or gravel surfacing, is 3 inches in 12 inches. Section 3203 (e) 2. The minimum slope for a fire retardant built- up roof, with cap sheet surfacing, is 1/2 inch in 12 inches. Section 3203 (e) 3. 59' Specify minimum 1/4 inch per foot roof slope / for drainage or design to support accumulated water. Section 3207 (a), Section 2305 (f) and Section 2511 (d) 6. 6< Show roof drains and overflows. Section 3207. 6X. Provide skylight details to show compliance ' with Sections 3401 and 5207 or provide I.C.B.0. approval number. .; 67'. . Plastic skylights must be separated from each other by at least 4 feet. Section 5207 (a) 6. 6'. Show attic ventilation. Minimum vent area is / 1/150 of attic area or 1/300 of attic area if at least 50 of the required vent is at least 3 feet above eave vents or cornice vents. Show required area and area provided. Section 3205 (c). MASONRY 64/. Provide fireplace construction details or note ' construction to be per attached fireplace standard drawing. Chapter 37. 6 Show anchored veneer support and connections attached to wood in Seismic Zones 3 and 4, comply with Section 3006 (d)l and Section 2515 (a). Show ties and D9 wire in horizontal joints. 6 Show height and construction details of all masonry walls. Chapter 24. 67/ Note, that cleanout openings shall be provided I at the bottom of all cells to be grout filled in accordance with Table 24-G. Cleanouts shall be sealed before grouting, after inspection. 68/ Show floor and roof connections to masonry walls. Connection shall resist 200 pounds per lineal foot or . the actual design load, whichever is greater. Cross grain tension or bending in wood ledgers is not permitted. Section 2310 & 2312 (j)3A. 69) Provide details for damp proofing the / foundation walls, below finish grade, where usable space exists on the interior side of the walls. Section 1707 (d). Show a minimum 2" air space and flashing between planter and building walls. Section 2516 (c) 7. GARAGE AND CARPORTS '7/ Garage requires one-hour fire protection on the garage side of walls and ceiling common to the dwelling. Table 5-B, Section 503 (d). 7 All elements supporting floor above garage, including walls supporting floor joists, must have one-hour fire-resistive protection on the garage side. Section 503 (b) Show 1 3/8" solid core self-closing door for openings between garage and dwelling. Section 503 (d). 7( Garages are not permitted to open into a room used for sleeping purposes. Section 1104. 7/. An , occupancy separation is not required between carport and residence, provided the carport is open on two or more sides and has no enclosed uses above. Section 503 (a) Exception 3. Show garage framing sections', size of header over garage opening, lateral cross bracing at plate line,, method bracing garage front and holddowns if required. chapter 23. NOTE: Maximum shear panel ratio is 3 1/2 to 1 .for height-to-width. Table 25-I. if. Doors may open into the garage only if the floor or landing in the garage is not more than one inch lower than the door threshold. Section 3304 (h). 7. Provide an 18" raised platform for any FAU, water heater, or other device in the garage which may generate a flame or spark. IJMC Section 508, UPC Section 1310 (a). FOUNDATION ROIRXYrS Y. Per soils report, note on the plan the soils classification, whether or not the soil is expansive and note the allowable bearing value. Section 2905 (c). 6. The foundation plan does not comply with the soils report recommendations for this project. Please review the report and modify design, motes and details as required to show compliance:_________________________________ 5/10/89 . 5 81: Provide notes on the foundation plan listing the soils report recommendation for foundations, slab and building pad preparation. 87( Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents (when required by the soil report). 83. The soils report recommendations excavations be reviewed by soils engineer. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: The building pad was prep red in accordance with the soils' report,.... The utility trenches have been properly backfilled and compacted, and The foundation excavations, formings and reinforcements comply with the soils report and approved plan." Show height of all foundation walls. Chapter 23. Show height of retained earth on all foundation walls. Chapter 23. If cut or fill slopes exist, show distance of foundation to edge of cut or fill slopes and show steepness and heights of cuts and fills. Chapter 29. Note on plans that wood shall be 6" minimum above finish grade. Section 2907 (a). 88. Note on plans that surface water will drain away from building and show. drainage pattern and key elevations. Section 2905 (f). For buildings adjacent to slopes steeper than L 3:1, the top of any exterior foundation shall extend above the elevation of the street gutter at point, of discharge or the inlet of an approved drainage device a minimum of 12 inches j plus 2 percent. - Dimension foundation per U.B.C. Table 29A: Floors . . 'Footing Supported* Stemwall Width Depth Thickness 1 6" 12" 12" 6" 2 8" 15" 18" 7" 3 10" 18" 24" 8" Foundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3. 7 9 Show foundation bolt size and spacing. / Section 2907 (f). /9 Specify size, I.C.B.0. number and manufacturer of power driven pins. Show edge and end distances and spacing. Section 302 (c). 94. If required, show size, imbedment and location of hold down anchors on foundation plan. Section 2312 (f), 302 (c). 09.5.S If hold downs are required, note on plan that hold down anchors must be tied in place prior to foundation inspection. Section 305 (e) 1. Show adequate footings under all bearing walls and shear walls. Section 2907 (b). Show on the plans stepped footings for slopes steeper than 1:10. Section 2907 (c). Show minimum 18" clearance from grade to bottom of floor joists and minimum 12" clearance to bottom of girders. Section 2516 (c) 2. Show pier size, spacing and depth into undisturbed soil. Table 29-A. 100. Show minimum underfloor access of 18" x 2411. Section 2516 (c). Show minimum underfloor ventilation equal to 1 sq. ft. for each 150 sq. ft. of underfloor area. Openings shall be as close to corners as practicable and shall provide cross ventilation on at least two approximately / opposite sides. Section 2516 (c) 6. Specify that posts embedded in concrete shall ' be pressure treated per UBC Std. No. 25-12. Section 2516 (c) 1. FPAMM Show wall bracing. Every exterior wood.stud wall and main cross-stud partition shall be braced at each end at least every 25 feet of length with 1 x 4 diagonal let-in braces or equivalent. Section 2517 (g) 3. I 91 In 2-story buildings, shear panels at the first story (at least 48 inches in width) shall be located at each end or as near thereto as possible and comprise at least 25 percent of the linear length of the wall, or provide design. Section 2517(g)3. 5/10/89 6 /5. Note cross bridging or'blocking. Floor joists and rafters 12" or more in depth shall be supported laterally by bridging at intervals not exceeding 8 feet, unless both edges are held inline. Sec. 2506 (h), 2517 (d) 6. l Show blocking at ends and at supports of floor ' joists, rafters and trusses at exterior walls. Section 2517 (d) 3, 2517 (h) 6. iI. Show double joists. Floor joists shall be / doubled under bearing partitions running parallel with the-joists. Section 2517 (d) S. Bearing partitions, perpendicular to joists, / shall not be offset from supporting girders, beams, walls or partitions, more than the depth of the joist. Section 2517 (d) 5. )I9. Show rafter ties. Rafter ties shall be spaced ' not more than 4 feet on center and be just above the ceiling joists, where rafters and ceiling joists are not parallel. Section 2517 (h)4. ]10. Show rafter purlin braces to be not less than ' 45 degrees to the horizontal. Section 2517 (h) 5. ,/,--splice. double top plate with minimum 48" lap ' splice. Section 2517 (g) 2. 1)4. Show nailing will be in compliance with Table I 25-Q. S Show or note fire stops at the following locations per Section 2516 (f): In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals along the length of the wall; at all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; C. In concealed spaces between stair stringers at the top and bottom of the run and between studs along and inline with the run of stairs if the walls under the stairs are unfinished; and d. in openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. - /4. Show stud size and spacing. Maximum allowable stud heights: Bearing wall: 2 X4 and 2 x 6 max. 101 ; Non-bearing: 2 x 4 max. 141 , 2 x 6 max. 201 . Table 25-R-3. l}' Studs supporting two floors, a roof and ceiling must be 3 x 4 or 2 x 6 at 16" o.c. Table 25-R-3. 116. Note on A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the building inspector prior to installation. Section 306 (f). 1/ Detail all post-to-beam and post-to-footing connections and reference the detail to the plan. Section 2516 (En). 1/8. Detail shear transfer connections, including 'roof and floor diaphragms, to shear walls. Section 2513. 319. Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain 'maximum diaphragm dimension ratios. [Tables 25 I, 3, K and Section 4713 (d)). 1. Show 3" x 4" or 2" x 6" studs in first story / of three story building. Table 25-R-3. 121. Provide truss details and truss calculations for this project. Specify truss identification numbers on the plans. 122 Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). l. Provide roof framing plan and floor framing plan. Section 302 (c). 17/-Provide framing sections through Section 302 (c). JZ Specify all header sizes for opening over 4' wide. Section 2517 (g) 5. lZ% Provide calculations for main vertical and / horizontal framing members and post footings. Section 302 (b). 5/10/89 "," ' 7 A114. Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (b). 1t. Show on the plans all structural requirements developed in the structural calculations. Section 302 (c). (See comments below or at end.) 127. Columns and posts located on concrete or masonry floors or decks exposed to the weather or to water splash or in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting above floors unless approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. 13,. Individual concrete or masonry piers shall / project at least 8 inches above exposed ground unless the columns or posts which they. support are of approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. 3,11. Show location of attic access with minimum size " 22" x 30". Section 3205. 3/2. Show draft separation for attic areas between units in a duplex. Section 2516 (f). 133. Specify plywood thickness, grade and panel identification index. Table 25-N. 2_5 When roof pitch is less than 3:12, design ridge as a bean. Section 2517 (h). If foundation cripple wall studs are less than 14" high, framing shall be solid blocking. Section 2517 (g) 4. 316. . Cripple wall studs exceeding 4 feet in height shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Section 2517 (g) 4. 3/7. Show plywood sheathing over exposed eaves, or / other weather exposed areas, is "bonded with exterior glue." Plywood used for exterior wall -. covering shall be the exterior type. Section 2516 (1), 2516(g)3. .138 Detail truss layout for 30" x30" attic access, if required for equipment in the attic. Ridges, hips, and valleys shall be at least one ' size larger than . supported rafters. Section 2517 (h) 3. 1. In open beam construction, provide strap ties / across the beams at the ridge support. Section 2501 (b). All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. 141. Show the size, location and type of all heating and cooling appliances or systems. 142 Show source of combustion air to furnace, per Chapter 6, UMC. l. Every dwelling unit shall be provided with heating facilities capable of maintaining a room temperature of 70 degrees F. at 3 feet above the floor in all habitable rooms. Show basis for compliance. UBC, Sec. 1211. 144. Show minimum 30" deep unobstructed working G space in front of furnace. Section 505, UMC. G—nufacturer's Note on plans, "clearances to be per listing." Section 504, UMC. Furnace shall not be installed in any bedroom, bathroom or in a closet or confined space with access only through such room unless specified as direct vent appliance, enclosed furnace or electric heating appliance. Section 704 UMC. 14/ Show I.C.B.0. approval number for prefab fireplace. Show access to the attic or underfloor furnace to be minimum 30 inches by 30 inches. Section 708 & 709 UMC. Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide. Section 708 UMC. Show permanent electrical outlet and lighting fixture controlled by a switch for the attic furnace. Section 708 UMC. Show details to comply with Section 709 for furnace under the floor, or Section 710 for roof or outside furnace. 1. Note on plan: Gas vents and non-combustible ' piping, in walls, passing through three floors or less shall be effectively draft stopped at each floor or ceiling. USC, Section 1706 (a) 6. 153. Provide dryer vent to outside. UMC, Section 1903. 5/10/89. . . fi. . . .. 8 All wiring shall comply with the National Electrical Code. 151+. Show on the plan the amperage of the electrical service, the location of the service panel and the location of any sub-panels. If service is over 200 amps, submit single line diagram, panel schedule and load calculations. Show location of all electrical receptacles. Electrical receptacle locations and/or spacing is not adequate in____________________________ 0 Show shower stall can 'accommodate a 30" circle and has a minimum floor area of 1,021+ sq. in. UPC 909 (d). NOISE INSULATION (IxrPLEs) Show details of duplex common (party) walls and floor/ceiling assemblies to achieve a Sound Transmission Class (STC) rating in walls of 50 decibels and an Impact Insulation Class (IIC) rating on floor/ceiling of 50 decibels. Title 25. 14'. Show how penetrations of assemblies for ' piping, electrical devices, recessed cabinets, bathtubs, soffits, or heating ventilating, or exhaust ducts shall be sealed, lined, or insulated to maintain required sound transmission rating. Title 25. l,Ø''. Provide insulation in walls and ceiling to achieve STC of 50 between garage and living area if garage use is not controlled by resident. Title 25. ENERGY CONSERVATION 170. Permit applications received after June 30, 1988, are regulated by the.new Residential Energy Standards. Provide plans, calculations and worksheets to show compliance. S The new regulations require . a properly completed and properly signed Form CF-1R to be either imprinted on the plans, taped to the plans or "sticky backed" on the plans, to allow the building inspector to readily compare the actual construction with the requirements of the approved energy design. G Section 1403(a)l, Title 24, states that Form CF-1R shall be signed by the person responsible for its preparation. The signer shall be a civil engineer, mechanical engineer, electrical engineer, architect, general building contractor, mechanical contractor, or electrical contractor licensed or registered to practice by the State of California or other individual eligible under Division 3 of the Business and Professions Code to sign such documents. Document signers are subject to the limitations in Division 3 of the Business and Professions Code. Please provide the signature. L70 173 All energy items shown on the plans must be in agreement with the information shown on the. properly completed Form CF-1R. fc.1c..jc— U4V&J *(Z* F4 -rI1 - e7'- -+ L a 9k/L1 7717 F a ô Show at least one convenience outlet other than outlets for laundry, etc., outdóors;.in garages and basements. NEC, Art. 210-52. 1/8. Note. convenience outlets in bathrooms, kitchen. counter top(s) within 6 feet of the kitchen sink, outdoors, and in garages and basements (other than for laundry and similar equipment) shall be GFI protected. NEC, Art. 210-8. 159 Note electrical system ground to be provided per NEC, Art. 250-81. PLTh(BIW (uNtFoN PLINBThG CX)OE) 160 Show water heater size, type and location on plans. UPC, Section 1301. 161 Show source for providing combustion air to fuel burning water heater. If wall openings in an enclosure are used, at least one-half of the required opening area shall extend into the upper twelve inches of the enclosure and one- half within the lower twelve inches. UPC, Section 1307. Fuel combustion water heater shall not be installed in bath or bedroom or in a closet opening into bath or bedroom. UPC, Section -. •1309. 313. Provide adequate -barrier to protect water heater from vehicle damage. UPC, Section 1310. 164 Show T and P valve on water heater . and show route of discharge line to exterior. UPC, Section 1007 (e). 165. Note on the plan that hose bibbs and lawn sprinkler system shall have approved backf low prevention devices. UPC, Section 1003(h) & (i). 0 1)tT- . ,41 3.p& A-i T 3 t&') ri--- Ck T7i'& 6AJ& I'-1PIz,M..'rD o/t, 7- 79-fl), 5/10/89 . . . . . . 9 174 Specify on the building plans all of the mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Energy Conservation Requirements". 175 Show the make, model and efficiency of the space heating (or cooling) system and provide heat loss calculations if the output exceeds 45,000 BTU/Hr. 1X_For room additions, show that the glazing area of the addition does not exceed 16% of the newly-conditioned floor area, plus glazing removed or relocated due to the addition. S Provide fluorescent general lighting in kitchen(s) per CAC, Title 24, 2-5352(3). 178. Please see additional corrections, or remarks, on the following page. CARLSBAD S.F.D. & DUPL19X SUPPLEMENT Energy conservation design should be for Zone 7 . See attached energy packages. 180 Floor drains must have auto-prime (city policy). 181 Note exhaust fans cannot be ductless type (city policy). S182 New residential units must be pre-plumbed for future solar water heating. Note "two roof jacks must be installed" where. the water heater is in the one story garage and directly below the most south facing roof (City Ordinance No. 8093). - , Note "two 3/4" copper pipes must be installed J to the most convenient future solar panel location when the water heater is not in a one story garage and is not directly below the most south facing roof. (City Ordinance No. 8093). 184. All piping for present or future solar water heating must be insulated when in areas that are not heated or cooled by mechanical means (city policy). Incorporate-the waterproofing details, on the attached Policy 80-8, where interior living space occurs below grade at the masonry wall(s). 186. Show on the Title Sheet on the plans, the information required by the attached Developmental Services Sheet 112383. All new residential buildings, including additions, require a soils report. Please submit two copies. Heavy timber framing, minimum 6" x 10" beams and minimum 8" x 8" post, for the structural beam and column supporting the fire separation between the garage and living area above, is acceptable if shown on the plans. (city policy). UBC Adopting Ordinance 8792 requires Fire Retardant roof on all structures (Sec. 18.04.230). Show compliance with UBC Section 3203(e).. City Ordinance 9792 requires two parking spaces/unit with clear area of 201 x20' i.e. no washing machines, etc. Show compliance. 191. Please see additional corrections, or remarks, on the following page. The City of Carlsbad has contracted-with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan check for your project. If you have any questions regarding these plan check items, please contact_________________ A-15e Doc JT at Esgil Corporation. If you have any questions regarding City Building permit procedures, please contact Carter Darnell at the City of Carlsbad, 1200 Elm Avenue, telephone 619/438-1161. Thank you. Enclosures: jZ. &t+at) /4L-L 7H- tOO- D 0 4-i It,) ' . .- • 1/o L11 1) - 'C F-c) //-P 1 -T 7fr ,/ o,p- -ve-t. • • S •Ø.I,Si jiiS )MIj( • * S), )IAMDAIORY ERGY CONSZRVATION REWDMIEM OF TEE STA= OF CALIFORNIA All heating, ventilating, air conditioning, and water heating equipment shall meet all of the requirements of the Appliance Efficiency Standards and shall be certified by the California Energy Commission. A two stage thermostat, which controls the supplementary heat on its second stage, shall be provided for heat ptps. Thermostats shall be equipped with an automatic setback, which the building occupant can program to automatically set back the thermostat twice in 24 hours. Equipment which requires preventive maintenance to maintain efficient operation shall be furnished with complete necessary maintenance information. All gas-fired fan type central furnaces, gas-fired fan type wall furnaces, and cooking appliances shall be equipped with an intermittent ignition device. All fan systems exhausting air to the outside shall be provided with backdra.ft dampers. All transverse duct, plenum, and fitting joints shall be sealed with pressure sensitive tape or mastic to prevent air loss and shall be insulated to conform to the provisions of Section 1005 of the UMC, 1982 Edition. ''A vapor barrier is required in climate zone 1, 14, and 16. All manufactured windows and sliding glass doors shall meet the 1972 ANSI air infiltration standards and shall be certified and labeled. All swinging doors and windows leading to umconditioned areas shall be fully weather-stripped. (U)' Storage type water heaters and storage and backup tanks for solar systems shall be externally wrapped with R-12 insulation or greater. (12). The five feet of pipe closest to the water heater, if outside conditioned space, shall be insulated with a of R-3. Steam and steam condensation return: piping and recirculating hot water - •: piping outside the building envelope shall be insulated in accordance with T20-1406(d). (13) Lamps used in luminaries for general lighting in kitchens and bathrooms shall have an efficiency of not less than 25 lumens per watt. Showerheads and faucets shall be equipped with flow restxictors as outlined in the appliance efficiency standards and shall be certified to the Energy Commission. Masonry and factory-built fireplaces on exterior walls, shall be equipped with tight-fitting closeable metal or glass doors covering the entire opening of the firebox; a combustion air intake equipped with a readily accessible, operable, and tight fitting damper to draw air from the outside of the building; and a tightfitting flue damper with a readily accessible control. Insulation used shall comply -with California Quality Standards. (11) The insulation installer shall post. a,signed certificate ... Section;27&. Insulation Certificate (All Occupancies). After installing insulation, the installer shall post in a conspicuous location in the building a certificate signed by the installer and the builder stating that the installation conforms the requirements of Title 24, Part 2, Chapter 2-53, and that the materials installed conform with the requirements' of Title 20, Chapter 2, Subchapter 4, Article 3. The certificate shall state the manufacturer's name and material identification, the installed "R" value, and (in applications of loose fill insulation) the minimum installed weight per square foot consistent with the manufacturer's labeled density for the desired "R" value. (18) For infiltration control all openings and penetrations must be caulked and sealed, such as around windows, at sole plates, and openings for utility pipes and wires. Form ECH 3/5/86 Datet CITY OF CARLSBAD Prepared byz Bldg. Dept. VALUATION AND PLAN CHECK FEE PLAN CHECK NO.g7_/q-1 - BUILDING ADDRESS - .,Z32S F/o P/co D1 APPLICANT/CONTACT 0L1 PHONE NO. ('eq) 7Z0 —qz/ BUILDING OCCUPANCY .• - DESIGNER PHONE_____________ -.TYPE-OF CONSTRUCTION V — Al CONTRACTOR PHONE_________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE Air Conditiàninz Commercial Residential Res. or Comm. Fire Sorinklers Total Value • • /0, 060 Buildin4 Permit Fe S .9 S9. O Plan Check Fee $ $ 70 COM MEN TS- Plans received by Esgil after July 31, 1987 shall have permit and plan check fees calculated per 1985 UBC. SHEET ( OF / 12/87 DATE:________________ PLAN CHECK NO.9/4'9 PROJECT ADDRESS: 232-6 1?o pleo LEGEND ITEM COMPLETE CITEM INCOMPLETE - NEEDS YOUR ACTION N/A - NOT APPLICABLE BUILDING PLANCHECK ENGINEERING CHECKLIST PROJECT NAME: a'Lgr ,90/?6iU 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 dimensioned setbacks. U- [Z( F-1 L 3. Show on site plan: Finish floor elevations, pad elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes, driveway with percent (7) grade and drainage patterns. 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 _____ 7. Field review completed. No issues raised. 8. Field review completed. The following issues or discrepancies with the site plan were found: Site lacks adequate public improvements. Existing drainage improvements not shown or in conflict with site plan. Site is served by overhead power lines (Future Improvement Agreement required). 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 9. No dedication required. IX. 10. Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8-1/2" 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: jr tc,f o wv 'rz Pta ,cø - Dedication completed, Date: By: ImprovementRequirements - 11. No public improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City inspector prior to occupancy. 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 plan check 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: k'z s-r,-r i-4mvs,"e-,,rj ftAAu AAw d4sig, Wes,490W w-Pt5-z, 3,ae(4a, c7) Improvement plans signed, Date: By:_____________ Improvements are required. Construction of the public improvements may be deferred in accordance with Section 18.40 of the City Code. Please submit a recent title report on the property so we may prepare the necessary Future Improvement Agreement. The Future Improvement Agreement must be signed, notorized and approved by the City prior to issuance of a Building Permit. Future Improvement Agreement completed, Date: By: Grading Requirements 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: ALL 5rjeC_ET Sewer Permit is not required. Sewer Permit is required. A Sewer Permit is required concurrent with Building Permit issuance. The fee required is noted below in the fees section. / 20. Industrial Waste Permit is not required. 21. Industrial Waste Permit is required. Applicant must complete Industrial Waste Permit Application Form and submit for City approval prior to issuance of Building Permits. Permits must be issued prior to occupancy. Industrial Waste Permit accepted -' Date: By: Fees Required Park-in-Lieu Fee Quadrant: I Traffic Impact Fee, Fee Per Unit: - Fee Per Unit: Total Fee:1't()fet2. Total Fee:__________ 'V Bridge and Thoroughfare Fee Fee Per-Unit: Total Fee:_________ Public Facilities Fee required. Facilities Management Fee Zone: I Fee:_________ Sewer Fes Permit No. EDU's:a4tia$ Fee:__________ Sewer Lateral required:_____________________________ Fee:__________ REMARKS: ENGINEERING AUTHORIZATION TO ISSUE PERMIT BY:____________________________________ PLANNING CHECKLIST Plan Check No. 4I°r Address Planner (LaAetç Li'isa.er Phone 438-1161 (Name) Type of Project and Use yy- flóI.±i. Zone - I Facilities Management Zone I Legend EA Item Complete Item Incomplete - Needs your action 1, 2, 3 Number in. circle indicates plancheck number that deficiency was identified Environmental Review Required: YES _____ NO X TYPE DATE OF COMPLETION: O D 11 Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval Discretionary Action Required: YES NO 1 TYPE APPROVAL/RESO. NO. DATE: PROJECT NO. OTHER RELATED CASES: . .. O 0 fl Compliance with conditions of approval? If not, state conditions which require action. ... . .. Conditions oLApproval . O 0 Landscape YE NO 7<.. DATE OF AJkOV.L O M0 Compliance with conditions of approval?. If not, state-conditions-which require action. .:. Conditions of Approval O Coastal: YES ____ NO DATE OF APPROVAL: 0 Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval Ak4i\JeX' Site Plan: 0 0 . 1. Provide a fully dimensioned site plandrawruto scale. Show: Northarrow, property lines', easements,. 'existing and proposed • strutures, streets,' existing' street improv.emen.ts., 4ght-of-iay width and dimensioned: setbacks. ' 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 . Provide legal description of property. 0 0 Provide assessor's parcel number. Zoning: 0 EJ 1. Setbacks: / / Front: Required 20 Shown 7T mt. Side: Required ô Shown " Street Side: Required Shown Rear: Required /&.' Shown 2.0' 0 Q 2. Lot coverage: Required 4iShown 170/ • 0'0 Height: Required Shown o o Parking: Spaces Required Shown Guest Spaces Required • own Additional comments and remarks have been made on the building plans. These marked-up plans may be picked up at the Building Department. These marked-up plans must be resubmitted with the revised plans for this project. Have 0 Additional plans been marked up? YES NO 8 Comments MQ1A MontoJ ZA1L UJAAIYJQS. OK TO ISSUE LA DATE )/3- PLNCK. FRM OPP STATE OF CALIFORNIA—THE RESOURCES AGENCY CALIFORNIA COASTAL COMMISSION SAN DIEGO COAST DISTRICT 1333 CAMINO DEL RIO SOUTH, SUITE 125 SAN DIEGO, CA 92108-3520 (619) 297-9740 TO: Gary Gilbert GEORGE DEUKMEJIAN, Governor Date: July 3, 1989 0 2325 Pio Pico Drive Carlsbad, CA 92008 SUBJECT: Waiver of Coastal Development Permit Requirement/De Minimis Developments-Section 30624.7 of the Coastal Act Based on your project plans and information provided in your permit application for the development described below; the Executive Director of the Coastal Commission hereby waives the requirement for a Coastal Development Permit pursuant. to Section 13238.1, Title 14, California Administrative Code. If, at a later date, this information is found to be incorrect or the plans revised, this decision will become invalid; and, any development occurring must cease until a coastal development permit is obtained or any discrepancy is resolved in writing. WAIVER #__152 APPLICANT: Richard T. Gilbert LOCATION: 2325 Pio Pico Drive, Carlsbad, San Diego County. APN 156-350-06. PROPOSED DEVELOPMENT: Demolish existing single family dwelling and con- struct new three bedroom, three floor, 28-foot high. 3,200 square foot single family residence on a 10,950 square foot site. RATIONALE: The proposal involves extensive changes to an existing residence that will result in near total demolition of the structure. The site has been developed with a single family dwelling in the past, and the proposed structure is consistent in size and scale with the character of the sur- rounding community. The proposal is consistent with all applicable policies of Chapter 3 of the Act, and the City of Carlsbad LCP, and no impacts to any coastal resources will occur. This waiver will not become effective until reported to the Commission at their July 11-14, 1989 , meeting and the site of the proposed development has been appropriately noticed, pursuant to 13054(b) of the Administrative Code. The enclosed Notice Card shall remain posted at the site until the waiver has been validated and no less than seven days prior to the Commission hearing. If four (4) Commissioners object to this waiver of permit requirements, a coastal development permit will be required. 0" 9~;~ CHARLES DAMM . South Coast District Director cc: Commissioners/File by CpqTIT (9l86R) STATE OF CALIFORNIA—THE RESOURCES AGENCY GEORGE DEUKMEJIAN, Governor CALIFORNIA COASTAL COMMISSION SAN DIEGO COAST DISTRICT - Date: July 12 , 1989 1333 CAMINO DEL RIO SOUTH, SUITE 125 0 SAN DIEGO, CA 92108-3520 Waiver # 952 (619) 297-9740 WAIVER AUTHORIZATION Gary Gilbert 2325 Plo Pico Drive Carlsbad, CA 92008 Applicant: Richard T. Gilbert Please be advised that you are hereby authorized to proceed with development of your project, Waiver # 952 , which was reported to the Commission onJuly 11, 1989 . Development of your project is subject to compliance with all terms and conditions specified in the Waiver of Coastal Development Permit Requirement already issued to you. A copy of this Authorization must be presented with the Waiver to the local building department. Should you have any questions, please contact our office. PETER DOUGLAS Executive Director by: Gary Gilbert 2325 Pio Pico Dr. Carlsbad,Ca. ,92008 Tel.720-0921 RECEWD UCT 17 1989 CITY OF CARLSBAD ENGI NEERIN G .DEPARTMENT Liyod Hubbs City Of Carlsbad Building Dept. 2075 Las Palmas Dr. Carlsbad ,Ca .92009-4859 Dear Mr. Hubbs, I am writing this letter to you to request a deferral for street improvments at 2325 pio pico dr. in carlsbad. There are two reasons why I feel a deferral should be granted. They are as follows; There are presently no other curbs and sidewalks existing on' pió pico dr. north of las flores drive. If installed,the improvaments would be incompatible with our sorround'ing neighborhood. Installation of these improvments would definitely create F a permanent traffic hazard. I am presently proceeding with the necessary procedures as requested by the engineering dept. to have a survey done to facilitate the 10' dedication required for all improv:ements. I fully understand that if a deferral is granted I will agree to the terms set forth in city ord.#18.40.090 regardinga lien secured against subject property to guarantee future improvements. Please advise-me on any other action needed on my part regarding a deferral and future improvement agreement. I appreciate your consideration in t s atter, Gary Gilbert,owner. ------------ , . 14: 38 FROM e tOti 0 TO 73362 R. 01 - - c r E E: r..i x Ni 1Z E I Ni Rr / Go - X pEc I r \tc IEEE --(DD If 4 ' -rn\\\ C,912- "I'll 3 ss ri c1. ' nc 1 Ld .J 1t a i 1, or t.. h V., OUt NWc?t1r 1 y f CO'1. y j;?1r cr 1 rd rc:i , 1 L 1 osa dciencIi .iid t:hi .ikpprcDv?d cc1. c:ut iia t J. ci-; cLi€ ed JUnc 8 I - -.-.---------- - row W-(dTtY - :-G,yi4i 44~ / - T 4- - 4 3 r - _*_•t• -- r - L.- 'e" - V\ d 4 -%f .1 -i .-• A.--.' - ,,S._•_•_; EL- / S • — — 1 -- ak '4.'. (a' CIFST ECILMI 140 WEST WOODWARD AVENUE • ESCONDIDO, CA 92025 • (619) 7.41-5255 E:[i.bEF:T #: . EHEE:r i.- .CJE * 'i'- i c. . S c: t.t:L t, I on s t.ir .c:Ic: on ci 'tm to C: R I c: U 1 T..A t: 1 oris d - tod 6/H 8 a nd cJciOnc.iumn - LttnLDor 1. cLik t.oci 7/'2.5./i nci sFtI. Ii. t. oi i<t? cDr'o:odence wh Pr- o cor',+i. ict: 0.:.. ....11'.iF:: M1N s F'rI LEtIH (Inches) L!1), HAD L00 (lbs/in) O,1 [(1, LIVE 1LI1[' iE[ini 3.53 Pi LWIJ from Left' (ii,) o. 1.1 0114t IIID L.1Ii4 (its) 0. ('0 FUlfil LiVE LW9 (lb) uu. Ei.1JUi1 uNE'i uF 1.'A tn DU iE'j't i.)c- 'As L)i. MAIN C(H[. SIFtl I'L l'os P Qbv N (in-lb) Pic in-ft' Cht-L, (rn) CAfITILEVEF SPAN 72.0(1 • 15 112- 5.01) 'jiL.. 0.o0 iJ(fl'(.1u(). U I LJE+DhL' LJ.'E+Lftil) 21 qi.I4 6. bb 77. •\$, 'S 'A ii Ll'iE#UEAII UAU 31i.29 4/,7I 1215,7':' 5S2u,00 -l;.92 q'8- .• •, . ill jtfj) Lh'E+uLD 0.0(1 1d26.(It) l4.2 b-.- .v6', tScE \(c\\ Ic \)E'. Co 'I •' f- Q Lv (2 't6 .4-1 ( 4t: . .O V .Q F'IUAH ri C :Ryj:rIL E: y Ei'IL) CJ (:.AriTILE'.;E:F ,jU htEAM i'??. F A: v.i.'iEiuihD LUAU Vm c1. b- (( SL(F'I"UHFS = Mrn> (iri-.lb) ( M.[L)-'AN = L.ftE:. é,,X i2 D:F. Q. r. n'c.3 . 1'A/i_ L_- .. .... -..,,......... ,. A,, iI... - 4 1 4 +b (i::tt ) = 1.:::. ::: 1...... M.LL)3FAr'..I = o. <. L./2'.5= LIVE LUAU I al, .+L.•:c;i 1ur.I (in) iC) - . Cl — i :E9 1:1 Lb;ERT FE i i:)I\IcE:--DD SHEET 0F L.Y L MI L:1.L.E L..0 JE.F FLUCJF EM ( Fk-*F7 rev) In, ruri (i.fl—i.tJE) I ij j,.rF'(-;ii 2.±(), C) L. +I: LIVE LUAU uEFL.CFi.UN (in) = .::: Lj.3C) •0• E.LY '. ELY MIL)I..LE I Nib, F:.L.OLU..: SFi (Eb-lii rev) : i:)25 DIbIRJJUIED L..UAD (.Lb ..+t;)= 147O0 S (71 Ek (1 :) iii SUI-EUR IS MC (in--ibs) @ F'IIUSE(;i\i = . . 3:)() X f',' (D5j) = 175.1 I4tvA.' +h nsi) 2Th12. DEFLECTION (in) Q MIDSF- N = 0285 L../20 = 0513 cc4c,, LIVE LOAD DEFLECr:i:uN (in) = 0. i' L/10 = Q. ;42 i Co FLOOR Sri rt;RL)bS L I V I. N1' RN (I-..5-1*4 r . j SEAI'l L) A 1 bEAr'I (+t) = 2. 0) ç(t a65 Li'F1iu L.UAL) (:i.hs.'+) ''C 00 :. Vrni, (:1 LI) ' SuFFUR IS 7a00. 0 . Mnx (in-irs) @ M:(1)SFN +'. &rji].) +b L:I.VE L'JAL) UEFLtL.....ION .:ilri bLA_' 0.(1 (\.-1/i.:') oS8- ( k\èui .'\:''c- . L OJ 4Sç• S.- i bLJIV .1 NO 31794. I ••- , . ............. S. ...................... -, . 5. 5 CL?EST FIFLL?IM4 140 WEST WOODWARD AVENUE • ESCONDIDO, CA 92025 • (619) 741-5255 July 25, 1989 TO WHOM IT MAY CONCERN: Re-F: Calculations for Two Story Residence dated June 8, 1989 Owner: Mr Gary Gilbert Address: 2325 Pio Pico Drive Carlsbad, Ca. Job fl 8912-1 Subject: Addendum No. 1 We have augmented the above referenced calculations by. this addendum which shall take precedence over the original calculations. The revisions included in the addendum cover changes to the framing that have resulted due to cantileverin.g the.deck joists. Amend the structural calculations as follows: . Provide 2x12 DF #2 cantilever floor joists at 16 inches on center, running east west with A-35's at each support or LUP-210 hangers. Joists may be notched a maximum of '2 inches at the deck. Provide a 6x12 DF #1 flush beam spanning a maximum of 14'- 6" on 4x6 DF #1 posts with ECC-64 at the exterior walls and 6x6 DF *1 'post with CC-66 at the interior bearing point, to support the cantilevered deck/floor joists. Provide a 2x6 framed wall on the west wall of the lower level with A2and ti at 24 inches on center. Provide a 15x18 inch footing with (2) #4 bars top and bottom under the wall. Provide a 6x10 DF #1 header on 4x6 posts with EPC-64 at the opening into the lower level on the west wall. Provide a 36x36x18 inches deep square bumpout footing with (4)-#4 bars each way and CB-66 under the westerly end of FB-*7. Note, FB-#7 remains unchanged. Provide ST-6224 OB straps (or 0 ) at the corners of the two wall panels in the north wall of the office. If you should have any questions regarding this, or any of our projects, please, do not hesitate to call. . . Sin r2ly,. U.C. Iacuantello II ROE 'p1/94 expires 12131:172 CF2tST E1FLEIfr4G 140 WEST WOODWARD AVENUE • ESCONDIDO, CA 92025 • (619) 741-5255 GENERAL NOTES AND STRUCTURAL SPECIFICATIONS FOR Gilbert Residence, 2325 No Pico Drive, Carlsbad, Ca. GENERAL 1, The Contractor shall verify all dimensions before commencing work, and notify the Engineer immediately of any discrepancies found. Specific notes and details shall take precedence over these General notes and the typical details in case of conflict. Where no construction details are shown or noted for any part of the work, the details used shall be the same as for other similar work. The design is based on the 1985 Uniform Building Code and the local building code. Neither the Owner nor the Engineer will enforce safety measures or regulations. The Contractor shall design, construct and maintain all safety devices, including shoring and bracing, and shall be solely responsible for conforming to all local, state and federal safety and health standards, laws and regulations. True copies of these specifications and calculations will all have the original signature of the engineer in blue ink and an imprint of his official seal on the cover sheet. FOUNDATION 1. Character of the foundation soil is based on the soils report by: Southern California Soil and Testing, Inc. dated July 22, 1987. 2. Maximum soil pressure: l5oo lbs/sq. ft 3. Minimum depths below finished grades for footings shall be as follows (unless otherwise specified): Single story buildings, walls, square footings and piers in non expansive soils ............................ ....... 12 inches Two story buildings in non expansive soils ...........18 inches NOTE: All footings shall be founded a minimum of 12 inches into firm natural ground. 4. Minimum foundation steel shall consist of two (2) #4 bars located 3 inches from the top and two (2) #4 bars located 3 inches from the bottom of the footing. 5. Footings in soils, determined by the Building Officials or the Engineer, to be expansive shall comply with the recommendations of the Soils Engineer in the Soils Report. 6. All of the recommendations of the Soils Engineer contained in the Soils Report shall be complied with unless those specified here or elsewhere are more restrictive. Gilbert Residence, Job No. 8912 CONCRETE 1. Concrete shall have a minimum compressive strength in 28 days of 2000 psi. Cement shall comply with TYPE II. 2. Reinforcing shall comply with ASTM A-615 grade 60 for *8 bars and larger, grade 40 for #7 bars and smaller. Welded wire fabric shall comply with ASTM A-185, with a minimum lap of 6 inches or one full mesh whichever is greater. 3. No pipes or ducts shall be placed in concrete columns, walls or slabs unless specifically detailed. 4. Reinforcing detailing shall conform to the Concrete Reinforcing Steel Institute "Manual of Standard Practice', the latest edition. 5. Reinforcing, anchor bolts and all other embedded items shall be securely held in position prior to placing concrete. 6. On interior bearing or shear walls "Phillips Redhead Wedge Anchors" of the same diameter as the specified anchor bolts and of such length as to provide a minimum of 2-3/4 inch embedment, may be substituted for the specified anchor bolts. Do not substitute the above for holdown anchor bolts. 7. Walls and columns shall be doweled from supports with bars of the same size and spacing. 8. Splice continuous reinforcing with 30 diameters or 18 inches minimum lap. 9. Typical concrete coverage of reinforcing: Concrete cast against earth ...........................3 inches Exposed to earth or weather, (larger than *5 bars) .................................2 inches (#5 bars and smaller) ...............................1 1/2 inches () Unexposed columns, beams and girders ..............1 1/2 inches (d) Unexposed slabs and joists .......................... 3/4 inches 10. All exposed concrete corners shall be chamfered 1/2 inch unless specified otherwise. 11. On all slabs, larger than 300 square feet in size, provide "Weakened Plane Joints" at a maximum spacing of twelve (12) feet on center in two directions at right angles to each other, and around the limits of all square or rectangular column footings in addition to where indicated on plans. The "Weakened Plane Joint" shall consist of a tooled or sawcut joint with a depth equal to one fifth (115) the thickness of the slab. REINFORCED MASONRY Concrete block units shall be medium weight and comply with ASTM C- 90, grade "N" (F'c=1500 psi). Provide deep cut. bond beam units. Retaining walls and walls below grade shall be solid grouted. All cells containing reinforcing or embedded items shall be solid grouted. Lifts shall not exceed 6 feet in height. Cleanout holes shall be provided at the base of all grouted cells for lifts over 4 feet in height. Grout construction joints shall be formed by stopping the pour 1 1/2 inches below the top of the uppermost unit. CREST ENGINEERING * 140 W. Woodward Ave.* Escondido * 619-741-5255 Gilbert Residence, Job No. 8912 Immediately, after grouting consolidate grout using mechanical vibrating equipment. Rodding is not acceptable. Mortar shall consist of one part portland cement, 3 1/2 to 4 parts, sand based on dry loose volume, and not less than 1/4 part, nor more than 1/2 part, lime. 7 Grout shall be 2000 psi minimum proportioned 1 part cement, 3 parts sand, and 2 parts pea gravel. Reinforcing shall comply with ASTM A-615, grade 40 bars, with a minimum lap at splices of .0 diameters. Typically, provide two #5 bars vertically at the edge of all openings, and at the ends and corners of walls. Retaining wall design is based upon equivalent fluid pressure of drained earth. Provide perforated drain pipe at heel, surrounded by 12 inches of crushed aggregate. Provide positive drainage for perforated pipe. Unless otherise specified, locate all reinforcing in the center of the wall.. 12, Special inspection is not required. TIMBER 1. All framing lumber shall be Douglas Fir/Larch and shall be grade marked as follows (unless otherwise specified): Studs and light framing .............."Construction" or "Stud"; Joists and rafters ............• ........................"No. Posts, beams and planks ..............................."No. 1"; 2x4 studs over 10 feet in height ....................."No. 1". 2. All plywood shall be Douglas Fir conforming to P5-1-74 with exterior glue except where permanently exposed, use exterior grade. Plywood nails of the same gauge, or larger, as common wire nails with lengths at least equal to one half the length of common wire nails required plus the thickness of the plywood, shall be used unless specified otherwise. 3.. Sill plates on concrete shall be Douglas Fir, pressure treated with 1/2 inch diameter anchor bolts, 10 inches long spaced 4 feet on center maximum at all bearing walls, and spaced 6 feet on center at. all nonbearing interior walls. Shot pins placed at 32 inches on center may be substituted for sill plate anchor bolts at interior nonbearing walls only.. Shot pins shall be manufactured by Ramset Fastening Systems and installed according to I.C.B..Q. research report 1639. For attaching 2x wood members to concrete, use 0.218 inch diameter 3-5/16 inches long with 3/8 inch diameter head and 3/4 inch diameter washer 1/8 inch thick. For attaching 2x wood members to steel, use 0.187 inch diameter with 7/8 inch diameter washer 5/16 inch thick with 3/8 inch minimum protrusion through steel plate. Top plates of all stud walls shall be doubled and the same size as the studs. Lap plates 4 feet minimum with at least 6-16d nails spaced 12 inches maximum On center on each side (unless specified otherwise) . 6.. Solid block studs at 10 feet vertical intervals. 7. Place 2>: solid blocking between all roof joists and rafters at supports. CREST ENGINEERING * 140 W. Woodward Ave.* Escondido * 619-741-5255 Gilbert Residence, Job No. 8912 8. Cross bridge or solid block between roof Joists and rafters: Over 10 inches deep-at center of span or 10 feet on center (whichever is smaller); Over 8 inches deep but less than 10 inches in depth-at 8 feet on center. 9. Bolts shall have 7 diameter minimum end distance and 4 diameter minimum edge distance and shall be spaced a minimum of 4 diameters on center. 10. All bolts shall be fitted with washers. Holes in wood shall be bored with a bit 1/32 to 1/16 inch larger than the bolt. 11. Do not bore or notch Joists, rafters or beams, Except where shown in details. Obtain the approval of the Engineer for any holes or notches not detailed. Holes through sills, plates, studs and double plates in interior bearing and shear walls shall not exceed 1/3 the plate or stud width and shall be located in the center of the stud or plate. 12. Plywood sheeting designed as a roof or floor diaphragm, shall be installed with the face grain perpendicular to framing and with Joints parallel to framing, staggered. 13. Nailing, unless otherwise specified minimum connections shall be as detailed herein or comply with Table No. 25---Nailing Schedule of the Uniform Building Code, whichever is greater. 14. Steel framing connectors shall be manufactured by the Simpson Strong-Tie Company and installed in accordance with manufacturer's recommendations, unless alternate connectors have been approved by the Engineer prior to construction. Connections subjected to conditions of excessive moisture shall be hot-dipped galvanized. GLUED LAMINATED WOOD 1 Unless otherwise specified, Glued Laminated Wood beams shall be Douglas Fir, combination 24F VS in accordance with Section 2511 and Standards No. 25-10 and 25-11 of the U.B.C. and with AITC 203-70. Use exterior type adhesives unless otherwise noted. Beams shall be "Industrial" appearance grade (2400F) unless other- wise specified. All laminations for "Glu-Lam" beams shall be 1 1/2 inches and of the width shown or noted. All laminations shall be parallel to the bottom edge of the beam. Provide standard cambers except as noted on the drawings or calculations. The Glue Laminated Wood Fabricator shall furnish shop drawings for the Engineer's review before fabrication. MICROLAM beams specified in the calculations refer to MICRO=LAM brand parallel laminated veneer lumber utilizing 1/1(3 inch or 1/8 inch thickness Douglas Fir veneer glued up in a continuous process with all grain parallel with the length of the member, as manufactured by Trus Joist Corporation. Two MICROLAM beams, 12 inches in height or less, may be used together provided that they are nailed together with two rows of 16d nails at 12 inches on center staggered. Beams greater than 12 inches in height shall have three rows of 16d nails at 12 inches on center staggered. 4 CREST ENGINEERING * 140 W. Woodward Ave,* Escondido * 619-741-5255 Gilbert Residence, Job No. 9912 8. Three MICROLAM beams, 12 inches in height or less, may be used together provided that they are nailed together with two rows of 16d nails at 12 inches on center staggered on each side. Beams greater than 12 inches in height shall have three rows of 16d nails at 12 inches on center staggered on each side. MISCELLANEOUS Gypsum wallboard, unless otherwise specified shall be 1/2 inch thick and applied to unblocked framing. It shall be nailed with Sd cooler nails at all studs (spaced a maximum of 16 inches on center) and top and bottom plates at 7 inches on center maximum. Stucco siding shall consist of 7/8 inch thick material, composed of expanded metal or woven wire lath and portland cement plaster. It shall be unblocked unless otherwise specified and nailed with No. 11 gauge, 1/2 inch long, 7/16 inch head nails or No. 16 gauge staples with 7/8 inch legs, at 6 inches on center. 5 CREST ENGINEERING * 140 W. Woodward Ave..* Escondido * 619-741--5255 J. \/ €) 1. (:t) a ci c; IfFINJGi (, c:)F .:J),.? f:): :1: J. ct) ct•i (::: c: i •pv i 'ry (-N I.,..YS I i E 'F: i. c-i (ti )'i:ri iif )'r i ::; 1:i:,/:' i. 5 lF./f 0 )/ + :1 \':: It :cJ ().• n:i. i c:J'.t i :t ft. ce (1) L) ce ct) .1. c:t' (:t) i"<c'(•)'i 1).t:'tc) I:)cctti '•cti ; t s:i ff/ct;f. #/<:;'f IAJctctcti cttiti. r')c:i ':1 1. . 1. : :' :I:I,/. 'It,.ti. (tt'fF1' 1.0)::) I c.;L::I\n'1E:c.i i. )('I(... 'F :)).:c:; "I" C.) / ).:ttff'):; .I. .1. J. a:'.,, '/) c?t:t::Ctiri rici !:)1(t)'vl c.t)ce )c:1'4 '' Ct?tctt)'i et C:) i'ieric:) ltt.I't..(C3 tc: cii. rc1cr 'i]. th . S H) t) V Itt) Ce ce u ):t cc j, ft u ft ci 'for' 'I F4.i: cencke ctf+ Lruces :Ce(t? c)c:'tt,e:i :r tIII (tiCee;3. ,:1re:','):ctec:) )::):) :ft.•) . ):::)c()):: ) :i: )::1::( E:)I DP'f (3 f::'(- N Ft I)rET):(j3)JiE:J) )fl(tt;f) (.).b;/ft) / 7 .47 5. I1ricx ( •- i ) @ r D8F(:I\I. (1c3j +ttti (ctccti. ) c;/.rci r.)EFI....EC........c:)N ti.r @ NI:i:Dsl:(:I)/20 0 L::vE: IiJfD J))::)::)):[' 11 ON (if-i : 0. 24 F:)....(.Jc31,.,I ):)E:((v) (:.ic)::cilc (....:r :r \i(: ri : F:1:1.....4.(. ) 13E:PM D(; k- = I4.'S (t) 26 F:' (\jS) ( ( ) C) F I) I 4' ôC' Th0.. 00 Vni (I L), (' I (I ( Iii I /() ) (Ini (i.ii ((1 )i )1lI)'( ()') 4 51 -dH)F) F) F r• E NU 3 I Ni E F I Ni 13 :1: . J. ci cli '.::: :j 1)1-c : 139.1.2 c1:IR c:i::)k,>I::i:[::i) i3E(-d1 D(S'i(° 1'.):isi'R:I:EJIE:1:) ('('1) (:1. /.f( ) •••:7 •vi ( 'ir< ( :;. I::cs ) 'k III ri::.c (1 ri ].bs;> 0 Iv(:ii):iII\I . 1. X F\.' (ns;:i) so,t:c u\ c:I.l_).)A_. Lkj .f:(.: )::1:l.) :i:I.i.i. J. :l:i.:))'\( J. F ) o v(j))F.:(..()S(J. i_j.'I: I..c)ç:;1) t)IE)::1_.E:c::I I:c:;i'i .i. ) . .::') (.':;c) (::(•)\: j...).))::I:t )::)I:c:(.::: ..:i c: :i: :: ( (::) 1114 F'Lii f) (':. MAIN SPAN LENGTH (inches) 66.00 D1ST. DEAD LOAD (lbs/in) 0,67 r DIST. LIVE LOAD (lbs/in) 5.00 PT LOAD from Left (in,) 0.01) POINT DEAD LOAD (Ibs) 0.00 POINT LIVE LOAD (lbs) 0.00 MOD, ELASTICITY * MOMENT OF INERTIA (E*I) CANTILEVER SPAN 18.00 0.67 5.00 Tb)(I (8.00 50.00 0,00 1700000.0 0)........PL...... CASE MAIN SPAN CANT. SPAN RL (Ibs) RR (Ibs) N (in-lb( Mc (in-lb) DEFL.(ex( I LIVE+DEAD LIVE+DEAD 159.45 366.55 2243.45 1818.00 -0.536 11 LIVE+DEAD DEAD 171,73 264.27 26:2.08 1008.00 -0,663 III DEAD LIVE+DEAD -5.55 201,55 0.00 1818.0:' 0,206 cao 1-(0'2.oS J (1.ç l.J4 /ç '4C-t,i \Z- Vc-n.' to t 'I , J (_, Q IC \ t•2.c f-i (i:s:i ) fb (ç:si c)E:I::).._rci:F.fjr ( J. r) (I[I)i'fI'I st (), i:ij. :: I..../:;F:) .......:'('i::) )(t)I 1. 25 X :1. . 50 'i4 - v .1..... El.. W/ '/t. in ("ME'ER 00 4 '- 4 -çcC-'\ p..-rc 4'-(od-tCC l'I4l7 c F N13 :[ E F I 06-07-198('-? l''i. (::lc::'ric:::::' SHEET 8 DI::: \c\ jOB :14 8912 'i i:r))l:lF:F) PORCH El'l ( BEAM Dl"( :I:::ll (It) :::z 18.50 DISTRIBUTED LOAD i.bs/+t.:::: :1J.ODo Vmak (lb ) (i SUPPORTS ::::: 296 7.5 NIin'.x .i.n-.I.l:; @ lStl:r.r:)F:I:(,I\l 159146 .::-.% 5 X.l.%I..). I. -_C--'r .f:v(psi) ,i,o . fl:) (psi) :t::: :1.2:1.2:, II u\ CC L• J:)IEl•I_..E:c::l'Ic.:Il\l (in) ! 'i:l:I:)F3F:rIS,I u 0.733 : I:::):) :::: 0.925 . f.::t:3)lElEL) l:.(.:Il::I::.l :.(ll (1: E)lE(I'i r(;"f'( SP AN (ft) :::u 4.75 i):(:,F:l:Iu::'D L.C)(J.). (I. I::,'fi:) 1325. () '/((it>( ( .1. L:; ) @ SUPPORTS 3146. 9 l"l,i< (. •: ll:l:i:)131::(.'I\l 44843 . () USE .4 x :I.,:') I:::,, \ ,j .:v (osi. ). Q DEFLE CTION (in) @ MI DSPAN = 0.023 L/20 LI.) (os:i. ) :'.u: 607. 4 \ r()\ )rr LIVE I....c:::l) c:)F1'l....F(:...rii:'I\I (in) :u ))t:,':::l._.,'::;(.) u: j. W'LY I....c:lwER F'I....oc:iR GIRDER (FE :1:1:7 ):.'' '• - BE(I"l D(:.... L3I:çI\I (.j:f) :::: 15,, DISTI:3J131.......ED Lc::(';L) (].l:/ft) Vfl):X : @ SUPPORTS Mmx ( n' b ) (Fl MIDSPAN flc i) 13 ' 0. > t)o e I 10125. () F'' (ps i) u:: (.) fb (psi) u: 1845 .2 DEFLECTI ON (in) (F! N :1: DSF(.N u:: 3:' L../20 = 0.750 L_.:i.1E: 1.CJt) i:E:F:'I,...E:t:,.......... (in) = 0,.:333 <: I...........() ::: 0.500 MIDDLE ::: c::iI:: I..c:)l4I::I: I:::I._.(:.J:.:II:: USEN 6.750 X. Ii 't4 I }3,, LL/ •., E(MDER &J cc_ic, k. - 10 V~kcxa kyv\ VE c'c S. oJ (a ..(.D çc cc £2G, ock "OCT No kv, G) :I'1::DE:I:: (F:F....4:3) oE:II I:"r( c3[:.(:I\I (.1:4.) ::::: 10.23 DISTRIBUTED LOA D I Iic/ I 14 6 0 0 (&t (3 )iii (I ) @ SUPPORTS 7482.5 IvII1 :l. (1 r :I. I: ) @ "I i: j:)1:F(I\I :::230086.9 F\/ (psi ) :::: 9 .fj_:j (psi) :: :I.EE7O,, DEFLECTION (in) (F! Ni JL)SF(I\I = 0.307 •:: i..../o =: 0. 5 i...:: L_j:1E: I..c:II: DEFLECTION :ic-i ::.:13 •:: .,.,'::;() ::: 0.342 X :1. 2. 2_'rF-'J '•c )\ Cc IS I'L-(0 - \&" 't J C (a p -r tAt Cc '& La. 1>i 'I- E3 -IF IIN . I:::€.j. ::I::'I:(:::(:.: 9 ot \O\ Jf)f :4 891.2 EE::Nit). 3f3)n (:)() I 0. L:)1, ) () 3L.JI:Fc:JI:I :3 :f3() I'1cnztx (i 1. I:_1 ) 10 2()), ) it. X :L% 0. \ f', (osi) 7.% 4-'4- \ c-4 &C44 -Fb (p s:1) :l.1.:ii8 iF.C3I'• ( i ) (. 0:) IdiI:Is ((::s:ic]nt.sd GA :t):) / : • "i. ODRM w :r NIDC:JW i :r:i F I oc:r ttflf))• ... . II > C($4 (-F t.) 6,, bo :/t )) ) IT) < (iI. :::':.; ciiI.:.I:::,F:rc:: I C) N1m.x 0. ii -:t iD (f MI I)SI( -I jj.: -f' (pi) .:t:, !::i ) i. :i,:i.&.. 1 o.i J6le_ 4cUc' DE:t:iIL'tu1'1 (in) NI.U)8I'N :.>. :1.22 L/:.C) 0.325 u\ fCV i.i I.._I.'2.(iR•3 t)J:1i't)cjtkj Vi 4j:2) D:[E3TI:i:F lED I..o(:;t) (1l:Ds/fL): J. .o(I4,1ct' ( i. b ) (1) 3t..1IFC..11 . :1. C>&.' 11r1:: (li -i iD sr,) (.! 'ilJ)I(NI -: : fv (os:i 9f1, 0 LJLfl::.6. , X :I.: IU l \ 1p) 4-4(o t?1 S U (j\ - \\1e I4'OLkt\ p v sçc ci At4A. T' 1)! \I F II( l I) l Ic '' I III II Iii I)') III 111 II D:I:srRiou'rED (:ibs/ft)= •l())) 'Lc(-" .5-. t\s4. I'll (Ti c (311 111.5) ii i II 1/ 1.I I x fv (psi 944 c.\ 44 SEE 4: L) (i ) E.15C 11 c:i J:)EFL..I:::c:r:r.c:jl\I ( :j. r ( IU/I:l:J.:3F:I\I A.) •:: t.,'.;:.t: 1::),, :::; cFcEBr I EEF I N.(3 .IR EFlEft::. / 1:11.:: JC)D :J4 ?1,'? Lt:i:o L) t. 1:o,, o Vrri< J. 1::)!:.; @ .i.Jl.::I..:t)l:."i$ . ..._ I1in> ( :i r1••i t33) .( I'll J.i:);I::('il\,l :: LJE: 'I •>( El E)I' fv o'i :> ::. -i 2 i . c \ €'4-4 ,'ciE ii) (I n ) () :i. i) @ I.IIf:)sI:::(N ::: 0, 6 1 i: IN i NO FM :t NF ER6A.)DOOR II :c-J)ER9 . BE:('iNI r-YI- C) ::,I'(>iI"l (.f) I:F) (.1. h</Ft ) :: so. :ic> -i,c >)riii (1 ) ((1 E, LJ (1. ri :i b> ( lS1II:I:l::I\I :: :l.l.7C) 11 i. (t) )( ) :::f 5'l 2 >)\ -\\.4( j.)IE:I:::i...l:.: ( :::r:l:f::;I.l i r) I:1I:I.I:E3I.::,'iI.I ::: of.:il: E., Fl . cl:::.(I.l ( ..0 Di STR:( F3uTi:I:i i:n:o h /ft.> .I.':(::>,, 00 >.l Fri ax, . 11.) F.: (! L)l'F'Lil . C' 2 9 7,13 6 F' (rDsi.) 9Y15 . CJ.N J. :1 0::. .::: i....,':0 '...iEIE: i4. X E!J.),F::,l ol._ (. 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L";(:)I: :, f .1 00 "96 IC.ft.J 11(1 fYI I()'•) Lj f;:()i:) 1:::: :::...I /:i.L.I: ::::,.I..t':I.I(:)i X.iiAI (:it:::I (:I¼:i:iCi ()() (::(:).:? :i: 3:icJ Nwmoo (:II.:3I.::1' :::I) I::.:JLf:I ci,IrIi.I1.) f:)I\i.[i\I::i'):I IBOd 69"0 (:::), :f3J.. . :(::J.c:)'\i.:•I S63HIS ::;:I'i .1. 3E:i;I,:::iIl(::I:::) CJI\i:i JVT XV :f:lI :t: IT "099 I} P I t,8 :1 ç" ti:i:t :.: P,'[ oc:ti 09"2 =Hld3G iY) :;:: I..I..(:IIN1 c:I...i c:;)ç; .00"000T nj 00"T262 Ii\i lIit)Li X)Ii 0)) (:I''(.::i cIk):IcI (:(:' (::)(:)I7; cIk)t::j1)..i..i:Li.. NO T S30 Nwmm ()c)(::tIT 'I ::i )i(' 1 S ISV3 NO :It::):E(::( SNIAMWO wa F.):f'II..) L):) ) sunIS 3WU8J l\tc)c:: ZT68 # 80P \,\ ::IC3 H ..I..:t:ii•u. :e:.ii: It ?j-li .i}11IE 7-Jun-89 CREST ENGINEERING Sheet 12f \ GILBERT Residence JOB # 8912 2325 Rio Rico Dr., Carlsbad II LATERAL LOADING/FORCES A) SEISMIC LOADING 11gM AREA-LENGTH UNIT WT TOTAL WT SEISMIC UNIT LOAD (sf) (ft) (lb/sf) (lb) (Ib) (lb/sf) TWO-STORY PORTION ROOF 2nd FLOOR EXT, WALL 2nd FLOOR INT, WALL TOTAL UPPER LEVEL FLOOR DECK GRD FLOOR EXT. WALL GRD FLOOR INT. WALL TOTAL 1685,3 12 20223.0 158.0 12 15168.0 134.6 10 10767.2 1439.3 33190.6 8671.0 6.02 1439.3 10 14392.5 84.0 8 672.0 158,0 12 15168.0 80.7 10 6458.4 1356.0 72035,9 13446.7 9.92 ze -b" WIND FORCE .......... (p:CeCqOsl) SEISMIC FORCE ...... )V:CSllKWt) Ht 2nd Fl. Walls: 8.00 ft (exp B)Ce 0.80 CS: 0.14 Ht 1st Fl. Walls: 8.00 ft Cq: 1.30 I: 1.00 Floor Thickness: 1.00 ft Q: 13100 1: 1,00 Total HeiQht: 17.00 ft p: 13.52 üsf K: 1,33 B) WIND LOADING DIRECTION AREA FORCE (sf) (lb) NORTH/SOUTH 1269.9 17169.0 WIND GOVERNS! EAST/WEST 546,2 7384.6 SEISMIC GOVERNS! NORTH/SOUTH upper 809,6 10946.1 WIND GOVERNS! C) DIAPHRAGM DESIGN LEVEL AREA CHORD SHEAR CHORD FORCE USE: CHORD (sf) (ft) (psf) (lb) SHEETING NAILING SPLICE ROOF (North/South) 1578.3 28.5 192.0 1,659 15/32" 24/0 FLY 08d 8 6"o/c E.N. & 12' o/c F.W. (25)-16d FLOOR 1439.3 28.5 301.2 3803 19/32" 32/16 PLY w/I0d BLOCKED t 6"o/c EN & 10" 0/c EN (36)-I6d ROOF (8 Gable ends) 1578.3 50.5 108.4 847 15/32' 24/0 PLY w/8d 8 6"o/c E.N. & 12' 0/c F.N. (1O)-16d NOTE: Floor Diaphraoa is BLOCKED!! SHEAR TRANSFER: Roof- Provide 2x blockina between rafter; at all supports with a minimum of (3)-16d toenails or A-34 in each block. At gable ends provide A-35 B 24"o/c between rafter & plate. Floor-Provide 2x ne joists w/(5)-16d into end qrain of joists or 2n blocking w/sairie nailing. Tie ne joist or blocking to wall w/(3) 16d toenails or A-35 B 16"o/c. Where joists run parallel to wall s (vi'j m i;- ( 74'r,fr f i p f rjip ini ;f fç r1!r' rrru'çHr,. 7-Jun-89 CREST ENGINEERING Sheet GILBERT Residence JOB # 8912 - U) LATERAL FORCE DISTRIBUTION (See last page for Shear Panel & Shear Anchorage Schedule) WALL UBL IRIB UNIT LDG IRIB L. LENGTH FORCE SHEAR LOG SHEAR BASE ANCHORS TOP ANCHORS DETAILS AREA (s4) (psfl Ift) (ft) # (lb/ft) PANEL ITEM (U /) ITEM (° old ----------------- North Wall Uoper 1439.3 6.02 50.5 42.0 4335.5 103.2 12 South Well Upper 1439,3 .5,02 50.5 34.8 4335.5 124.8 1 '.W' 8 Q) 12 '. East Wall Upper 1439.3 7.61 28.5 22.3 5473.1 246,0 4 4 ' West Wall Upper 1439.3 7.61 28.5 9.5 5473. 576.1 L, q_2 4 (.ffi 4 Worth Wa1.1 Lower, 1356.0 9.92 50.5 41.0 6723.4 164,0 Li (i 6 B South Wail Lower 1356.0 9.92 50.5 26,0 6723.4 258.6 6 4 Q 8 East Wall Lower 1356.0 12.66 28.5 14.3 8584.5 602.4 4\ I; 4 fJ. 16 West Wail Lower 1356.0 12.66 28.5 13.0 8584.5 660.3 / 17 3 QS) 16 " L. Floor Cripple WaIls 1356.0 12.6b 28.5 22.5 8584,5 381.5 I 24 Qi 16 E) DRAG STRUTS 7j. LOCATION WALL WALL SHEAR PANEL L. TRIO L. STRUT L. TOTAL SHEAR PANEL LDG FORCE USE: 'N 1' (lb/ft) (ft) (ft) (ft) (ibs) (lbslft) (ibs) Across Nook 301.2 28.5 14.0 8584.5 4217 4x12 w/(2)-HL-33 8 each end to wall. West Wall Upper 172.0 28.5 6.5 5473.1 1248 91-6215 tie 8 plate splice West Wall Lower 301.2 28.5 6.5 8584.5 1958 91-6224 tie 0 plate splices F) SHEAR PANEL OVERTURNING WALL i PANEL DATA TRIBUTARY LOADING (per it of wail)RESISTINGO.TURNINGO.11JRN1NG PANEL LENGTH: SHEAR HT ROOF FLOOR 1 WALL OTHER 1 MOMENT MOMENT : FORCE HOLDOWN DESCRIPTION (ft(:(lb/ft) (it) (sf/ft) (sf/ft) (lb/ft) (lb/ft) I (ft-Ibs):(ft-Ibs) )lb) I L. East Wall Upper 5.5 246.0 8.0 2.0 124.8 2250.6 10823.1 2542.6 © or East Wall Upper 11.3 246.0 8,0 2.0 210.0 14807.8 22138.2 1635.5 91-6236 West Wall Upper 4,8 576.1 8.0 2.0 183,6 106,1 3539.0 21892.3 6168.3 13 South Wall Lower 7,5 258.6 8.0 15.8 7.1 108.0 10357.0 15515.4 1722.1 7 South Wall Lower 6,5 258.6 8.0 15,8 7.1 108.0 311.6 14361.8 13446.7 893.6 7 East Wall Wool: 2.5 602.4 8.0 2.0 1 1.0 108.0 443.8 12048.5 7051,6 © East Wall Living Rn 3.5 602.4 8.1) 2,0 1.0 24.1) 355.3 16867.8 7127.6 to East Wall Living Re 5.8 602.4 8.0 2,0 1.0 24.0 95.2 2532.6 27711.4 6788.6 10 West Wall Kitchen 4.8 660.3 8.0 2.0 4.5 196.8 156.3 4762.0 25093.2 6921.7 or W.Wa11 Pantry & Off. 8.3 66(1.3 8.0 2.0 4.0 223.2 90.0 12836.6 43583.0 6368.2 ® or NOTE: MST-48 0 to 4n bean below, fill all nail holes. Provide (28) 16d @91-6236 straps across floor. CEEm Et.uti I r..i i:,o';•- i. t::i'. i... i55 lEE RF......R c's :i. c:l cr 1111 1 '121 C..) i:rIcE; IJ;I..L.. F1J(:: r:i. ( ) *******SUMMARY OF DATA INPUT****** WALL HEIGHT WEIGHT OF WALL WALL TO FIG DISTANCE: SOIL WEIGHT FOOTING LENGTH DEPTH OF KEY WALL TO KEY DISTANCE: 60.1)1) inches WALL THICKNESS 78.00 Ibs/so.ft. AXIAL LOAD 16.00 inches BACKFILL SLOPE 110.00 lbs/cu.ft. EQUIV. FLUID PRESS, 28,00 inches FOOTING THICKNESS 6.01:1 inches WIDTH OF KEY 0.00 inches 8.00 inches 600,00 lbs 0.00 TO 1.00 3700 Ibs/sq.ft. 12.00 inches 12,00 inches *******OUTPUT DATA******* FOOTING LENGTH DESIGN MOMENT OVERTURNING MOMENT ECCENTRICITY MAXIMUM SOIL PRESS, SLIDING FORCE 28.00 inches 9250, inch-lbs SAFETY FACTOR 15984. inch-lbs RESISTING MOMENT 2.27 inches TOTAL WEIGHT 1159,98 Ibs/so.ft, MINIMUM SOIL PRESS, 666.00 lbs . ' 2,34 37333. inch-lbs 1820.33 lbs 400.31 lbslsq.ft. LL')E', •hJ.-.S .J _v \L. \' :i 'i is ii(: I:)ss.E is Cl\I 'J. € (.c( c &-&1D \ Qz"k 4 \( o V, /c 0' " c)'0C. • ' ?D' Q"ik: 't - I.. tE— --' óG ts,-- i' op 6-t3 \4 6-s. cr\4 (..,P,. Q 'Z_c cCQL'.( LJs}k j ( 3'- '-" -• 1:> . iri I ...... ro (r::L ) 7E;c:). C:)):) :i. Heciht J. 61:: (E)O() 1L1.c:::l::r1&ss i I'll (::)d I.;I :1 0 11. C) 1::>):)C:) (i :i. 0) I,'Ji. (:ii:) (:1. ) ) 1.2, 1:11:)):) 1: M J. #:= I:) (.' I::) tJ "I I .f:11.i (:.i ) :::: 55::E; -:l•:) (:c:i ) ::: E:1/' 1::?. (!:;:i. ) :::: :l.:' f':. :::C::), )F:D I (III i'L(J:i ) ::::: 2(:)7 I::) (5) c:)(:):I.:i5 3 H'94 hi FZ FEE E3 m FEE 114 C3 I Ni F7C I NI (3 :iii .]:,....iI:l:I . :i c:i El :11 F 9.1. ::::.I\II:.. 'T ''I c::'i'.i :::3 :i: Mi :1. nif..Uif ii. c:aI: 1. faa ..i. n c:i r:sui' 5.)f.,i 1. b a I:: r?r sq ) CU NT :I: NIJO(JS 1:::C1Qv NOB ''( 1)1::: (3)"1 "1') 2 Br OR ::(([ I\I0 E:fs'I W(I....1... OI\II....Y) in (...1 1::) n:ciiI: ti i:ornx --j.o* c:Ic:?JJt:.Ff ] ftc.i / 2I\IcD ti ii; 1. CDC.at cm, d t:.c:D ' :kifU f:-c:rri rr ft bat. tomU Cic•?tl :i. s \....... i:I\ifi J:i cJt:Ii 9[ lbS per. ft F c:::c:)L...uMN J. r :1. E3 J.ii CleEr.:) c::cDnt No 4 jars 1 o at e j. ri .f:I...C.)(1.i t.c)1) ,3. in. frCDIII b C.) t.'. toni .. irn (:1 e a. i. .1 Ut.J 21:.3 :1. ii.. c:Il.l: x 18 J. Cl (::leeq (?CI:. :i. k.Air,n / I: i.,!rn> J. 50x J :' 1:" 1. ::: at oc:I :i•; J. r. oni I::) of:. toni 1 :nI (:?F:) 1:.: / CO....i Seep c:i t aLl F IOU:......... l..Jf3I.. :1. J. ri (:(1..i.rE;' X i. Ltfflfl Load"' CCmna::< .... :1 ci a iith :1 •f tq w / 2 No 4 bar c; ea 1. cD'::: :AL c:c::I :3 J. 0 ,, .i: i c) In b cit t c.) (1-1 2. 0:7= 2800/c om.ax i 80*c:ft?pth :i CI B 44. S deta:L 1 I (I) I (l( I 1(1 1111)1 I 11 ,, SCII...l.I'€? 8 J. n dsIn p c: 1 i_urn load / 1 O.,ii• - :1 Ow d 1: I- 1 f t.q / 5 No 4 b ar 1. c: c:: 1:. ci 3 1 ri r a ni I::i at. :1: Ci Iti :1.4.. 90=1.9000/ [:Qrrkx i.5::•Ndcpth det.ai 1 :::ç( I..iI.Ii)E:I: L..'T' E:!'.l(:) 6.Q..c€ Il',( 1. 5 J. €1 j.1i cl e e 1. 1o1. i_..oacI± 'Vi a....I. L(::u?.d .i / C. C."! .....1Oi (:iaj:Dt:.h :1 1: t 4 ' I. iDars oa 1. CD c: at: a' c:l 3 . 11-1 U 0 ifl l 0 1:: tp_gi 13 75:C.1 o2so1 1820*4, o.i / i.: E.!ma.x ......i. bO*di'ij..ID / ::o ....h. Baa ciat.ai I A. .j i6 tcti"JV> \%rJ%.V\U, \7_,l \, Aa.lL ,?n3.-'.s P:'ç \1~ L'C i, \ & , Z 'Z' c- JrfL' j r kE k (4\ - LAP: 30 DIA. FOR CONCRET 140DIA, FOR MASONRY TYPICAL CORNER Qj-6"MIN, 1 LAP INTERSECTION cFEEr EEI\It= i fEIEF I N.Jt3 MOTE REINFORCING TO MATCH SIZE & SPACING OF FOOTING REINFORCING. c -J U IcJ - uj RISE I- '2'-O"MAx.CL 0 o I— I CINJ NOTE SLOPE TO BE 1 VERT. TO 2 HORIZ. EXCEPT WHERE SHOWN OTHERWISE. \TYPICAL. STEPPED WALL FOOTING. IEZW,,,OOD CAP (,SEE CALC) 4X POST OR AS SPECIFIED _=Jh.POST BASE (SEE CALC) FOOT 1NG POST TO BEAM CONNECTION (s;) NOTE: WHERE SINGLE LAYER OF REINFORCING OCCURS, BEND REINFORCING AS SHOWN FOR OUTSIDE BARS. ALTERNATE CORNER REINFORCING AT INTERSECTIONS OF BEAMS, FOOTINGS, CONCRETE AND 0 MASONRY WALLS . S:TRAPiH0LDDLI\.IN_••'- DETAIL ...........- ........... 2X BLOCKING -' 2-2X4 TOP MINIMUM LP 2X4 STUDS EXTERIOR WALL (PERPENDICULAR TO JOIST) 2X4 STUDS @ 16" O.C.- 2X4 SILL PLATE W/ 16d---------'. PLYWOOD SHIY SEE FRAMIN 2X FLOOR J SEE FRAMIN STRAP WIIER SEE FRAMIN APPLIED DI CFE3F EH: NC3 1•. E- FZ I i1€3 VA Id 1-:.1 t:cc:JIc : 9 I L— 4 x 4_--rid feipriber .v/s-teek strcp 4PA-* siae thrrjL.sh JL=d Ftoor, (per cocu1o.iori) cire IOL.tS w/wc..shr-s z9 cEicrctc'r to rit.h zir'p Ihaie:, beeo.te one hc.af F9P —th b p ( t IF; elaiE %tA'.S OLe. f2A cLt. - ,r pyvoo' htnc ; b.or' or doukle joist i \/ r cc41cu(oIors (see çgJ rcrlr,c pcu). Beam per' plan 2x4 £r'ard wh[i w/doulol.e top plate °I+i[] HL-33 bolted ±hrough.ea.ri < oHol top plate oIJ- BEAM TO WALL DETAIL DL TOP PLATES DISTANCE ON = ii= 3/8 MIN, DIIE NAILS (TYP.) / .N.= EDGE Jj E.N.HAILING -II FH= FIELD HAILING ANCH. MOLTS PER PLAN . DETAILS-\ HOLDOVH ANCHOR \_. USE FIRE BLK'G OR JOINT WHERE OCCURS DL'G FOR ALL TRANSVERSE PER PLAN JOINTS. TYPICAL SHEAR PANEL DETAIL (3 F-` $IF 1 (::IrIc::(: —B N. PLYWOOD SHEATHING "SEE FRAMING PLAN B. N. PLYWOOD SHEATHING (SEE FRAMING PLAN) / 2x JOISTS W/ SIMPSON JOIST HANGERS _ ,7/ ,///// e/2 SEE FRAM ING PLAN FOR— BEAM SIZE _J J1I\j 2x JOISTS WI SIMPSON JOIST HANGERS SEE FRAMING PLAN FOR SIZE AND SPACING FRAMING DETAIL JOIST TO JOIST CONNECTION FRAMING DETAIL . BEAM TO JOISTS CONNECTIONl qw~ . TRUSSES OR JOISTS - (SEE FRAMING PLAN) PLYWOOD SHEATHING---------- (SEE FRAMING PLAN / -- —- -••-.- B.N.—\ -.---- I \ SEE PLAN FOR OVERHANG ---------,-fl \ DIMENSION SEE PL%iI II F C) par 0 PIF Rock routed 5otIc' STEEL, Vert, IAS 6! Norizi . @ t- Loca-to -1or'Iz. 2taal in cn*r of wait - Rock I Grouted SoUc4 1 STEEL, J Vert, J Harizi 16d @ 8" O.0 MIN. 2/BLOCK 2-2X4 TOP PLATE 48" LAP MIN. 2X4 STUDS @ 16" O.C. ROOF FRAMING DETAIL ( RETAINING \1ALL (OVERHANG) DETAIL 444 12' 0/c %& '5 Q Dcriu. L -c T CF?FST tIFLI?I4 140 WEST W000WARD AVENUE • ESCONDIDO, CA 92025 • (619) 741-5255 July 25, 1989 TO WHOM IT MAY CONCERN: Ref: Calculations for Two Story Residence dated June 8, 1989 Owner: Mr Gary Gilbert Address: 2325 Pio Pico Drive Carlsbad, Ca. Job # 8912-1 Subject:. Addendum No. 1 We have augmented the above referenced calculations by this addendum which shall take precedence over the original calculations. The revisions included in the addendum cover changes to the framing that have resulted due to cantilevering the deck joists. Amend the structural cal cul ations as -follows: Provide 2x12 DF #2 cantilever floor joists at 16 inches on center, running east west with A-35's at each support or LUP-210 hangers. Joists may' be notched a maximum of 2 inches at the deck. Provide a 6x12 DF #1 flush beam spanning a maximum of 14'- 611 on 4x6 DF #1 posts with ECC-64 at the exterior walls and 6x6 DF #1 'post with CC-66 at the interior bearing point, to support the cantilevered deck/floor joists. Provide a 2x6 framed wall on the west wall of the lower level with and at 24 inches on center. Provide a 15x18 inch footing with (2) #4 bars top and bottom under the wall. Provide a 6x10 DF #1 header on 4x6 posts with EPC-64 at the opening into the lower level on the west wall. Provide a 36x6x18 inches deep square bumpout footing with (4)-1*4 bars each way and CB-66 under the westerly end of FB-*7. Note, FB-#7 remains unchanged. Provide ST-6224 tj'j straps (or 0 ) at the corners of the two wall panels in the north wall of the office. If you should have any questions regarding this, or any of our projects, please, do not, hesitate to call. Sin erly. / U.C. Iacuap'ièllo II RCE expires 12131/92 SHEET: SHEARWALL SCHEDULE ------------------------------------------------------------------------------------------------------------------------------- SYMBOL ITEM NAIL SIZE EDGE NAILS FIELD NAILS REMARKS A LI\ i/bC-DorC-CPlvwd Gd Corn 6' ac 12" oc 3/8'C-DorC-CPlvwd Gd Corn 4cc 12' oc 3/8' C-D or C-C Plywd Gd Con 3' oc 12' oc 3/8' C-D or C-C Plvwd Gd Corn 20 cc 12' cc 3/8' Struct, I Plywd Gd Cos 6' cc 12' oc 3/8' Struct. I Plvwd Gd Corn 4' cc 12" cc 3/8' Struct. I Plywd Gd Cam 30 cc 12" oc 3/8' Struct, I Plvwd Gd Cam 2" oc 12' cc 112' Struct, I Plywd tOd Corn cc 12' cc 4 , 1/2' Struct. I Plywd. lOd Corn 20 oc 12" cc 44, 1/2' Gypsum Board-unblkd. 5d cooler nails cc 4' oc 1/2' Gypsum Board-blocked 5d cooler nails 4' cc 4' oc 5/8" Gypsum Board-blocked 6d cooler nails 4' cc 4" cc LL4O 5/8' 2 ply Gypsum Board-blocked 61 cooler nails 9" cc 9' cc Base Ply Gd cooler nails 7' cc 7" cc Face Ply SHEARWALL AND ----------------------------------------------------------------------------------------------------------------------------- FOUNDATION ANCHORAGE SYMBOL ITEM 1/2' dia. X 10' long 2 5/8' dia. X 10' long 3 3/4' dia, X 10' long Simpson PAHD 42 5 Simpson MPAHD 6 Simpson HPAHD 7 Simpson HO 2A 8 Simpson HO 5A 9 Simpson HO 6 10 Simpson HO 7A It Simpson VIA 12 Simpson FTA 2 13 Simpson FTA 5 14 Simpson FTA 7 15 Simpson A-35 16 16d common nail 17 (2)-16d common nail 18 Used with or installed on 4 x REMARKS Anchor Bolt placed at specified spacing & within 9' from ends of sills. Anchor Bolt placed at specified spacing & within 9' from ends, of sills. Anchor Bolt placed at specified spacing & within 9' from ends of sills. w/(18) - 16d Nails A w/(20) - 16d Nails A w/(24) - 16d Nails A w/(2) - 5/8' dia, MB w/5/8' dia. A.B. embedded 12' into concrete - 3/4' dia, MB A 0314' dia. A.B. embedded 14' into concrete - 3/4" dia. MD wit' dia. A.B. embedded 15" into concrete w/(3) - 7/8' dia. MB wit-I/B' dia. A.B. embedded 19' into concrete w/(8) - lOd Nails w/(2) - 5/8" dia, MB w/washer w/(2) - 3/4' dia. lID w/washer w/(2) - 7/8' dia. MB w/washer OA installed at specified spacing installed at specified spacing installed at specified spacing V.D 4 ' , L'.. PJ b L ES. C'- .................................. NOTES: boundary Member. Desionated Strap to pass through floor and be bolted/nailed to framing below. For straps to be nailed, provide double stud framing, double 2 x blocking or double joists (as appropriate) unless otherwise indicated. Provide 3x nominal framing. (Note: In Lieu of 3x framing where plywood is not applied to both sides, double 2x's may be used at top and bottom plates & at plywood edges. Face - nail double 2x 's w/ lOd corn B 3' cc staggered. Stagger plywood and in double 2xs.) Provide 3 x 6 studs and plates. Balloon frame' wall with 2 x 6 studs.. Provide designated strap/holdown at each corner of each wall panel along entire wall. Designated material is to be applied to both sides of entire wall. 4-rM4 SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE ST. SAN DIEGO, CALIF. 92120 • TELE 280-4321 • P.O. BOX 20627 SAN DIEGO, CALIF. 92120 670 ENTERPRISE ST. ESCONDIDO, CALIF. 92025 T E L E 746-4544 June 6, 1989 Mr. Gary Gilbert SCS&T 8721116 2325 Pio Pico Drive Report No. 2 Carlsbad, California 92008 SUBJECT: Earth Retaining Wall Recommendations, Gilbert Resi- dence Addition, 2325 Pio Pico Drive, Carlsbad, California. REFERENCE: Site Preparation and Foundation Recommendations, Proposed Gilbert Addition, 2325 Pio Pico Drive, Carlsbad, California. Dear Mr. Gilbert: In accordance with your request, we are providing herein earth retaining wall recommendations for the subject site. EARTH RETAINING WALLS PASSIVE PRESSURE: The passive pressurefor the prevailing soil conditions may be considered to pdsper square foot per toot of dept-h-- tOa-ma-ximum-ofI500 psf. This pressure may be increased one-thirdf or ismic loading. The cpéffTöient offriEin for conötto soiTThäy be- assumed to be 0.35 for the resista-nce, the former should be reducecLby J one-third. rThe - -TI-- upper 12 inches of exterior_________________ retaining wall footings should not be included in passive pressure calcu1iii. SOUTHERN CALIFORNIA SOIL AND TESTING, INC. I SCS&T 8721116 June 6, 1989 Page 2 The active soil pressure for the design of with level backfi1Tmay - Lsumed to be equivalent to the pressure of a fluid weighing pis per 25 axf0 pound bifôtff Póf2Tt' ( hofiort PC f (Thould be pressures-do not ôhsider any siicharge.1Iffifire anticipated, this office should be contacted for the necessary increase in soil pressure. This value assumes a drained backfill condition. Waterproofing details should be provided by the project architect. A subdrain detail provided on the attached Plate Number 1. BACKFILL: All backfill soils should be compacted to at least 90% relative compaction. Expansive or clayey soils should not be used for backfill material. The wall should not be backfilled until the masonry has reached an adequate strength. FACTOR OF SAFETY: The above values, with the exception of the allowable soil bearing pressure, do not include a factor of safety. Appropriate factors of safety should be incorporated into the design to prevent the walls from overturning and sliding. - If you should have any questions after reviewing this report, please do not hesitate to contact our office. This opportunity to be of professional service is sincerely appreciated. Respectfully submitted, Iss SOUP ALNI L & TESTING, INC. B. NO. 36037 I*J Daniel B. Adle , R.C.E. #36037 EXP. 6-30-92 DBA:KAR:amd 'I> cc: (6) Submitted QFC WATERPROOF RACK OF WALL. PER ARCHITECTS SPECIFICATIONS $/4 INCH CRUSHED ROCK OR MIRADRAIN 6000 OR EQUIVALENT QIOFABRIC BETWEEN ROCK AND $OIL 400 DIAMETER PERFORATED PIPE LAB'ON-GRADE RETAINING WALL SUBDRAIN DETAIL NO SCALE SOUTHERN CALIFORNIA GILBERT RESIDENCE SOIL A TESTINQ,INC. KAR bAT!: 6-07-89 ci NUI! 8721116 Plate No. 1 SITE PREPARATION AND FOUNDATION RECOMMENDATIONS PROPOSED GILBERT ADDITION 2325 PlO PICO DRIVE CARLSBAD, CALIFORNIA PREPARED FOR: Mr. Gary Gilbert 2325 Plo Pico Drive Carlsbad, California 92008 PREPARED BY:, Southern California Soil & Testing, Inc. Post Office Box 20627 6280 Riverdale Street San Diego, California 92120 • SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE ST. SAN DIEGO, CALIF. 92120 • TELE 280-4321 • P.O. BOX 20627 SAN DIEGO, CALIF. 92120 678 ENTERPRISE ST. ESCONDIDO, CALIF. 92025 • T E L E 746-4544 July 22, 1987 Mr. Gary Gilbert SCS&T 8721116 2325 Rio Rico Drive Report No. 1 Carlsbad, California 92008 SUBJECT: Site Preparation and . Foundation Recommendations, Proposed Gilbert Addition, 2325 Rio Pico Drive, Carlsbad, Califoria. S Dear Mr. Gilbert: In accordance with your request, we are providing herein site, preparation and foundation recommendations for the subject project. PROJECT DESCRIPTION It is our understanding that the site will be developed to receive a two story lateral addition to an existing residential structure and a detached two story garage/residential structure. A portion of the existing structure will be demolished. Shallow foundations, raised wooden floors and/or conventional slab-on-grade floor sytems are anticipated. It is our understanding that existing footings will not be utilized to transmit new loads. Grading will be minor and for drainage purposes. SITE DESCRIPTION U The subject site is located at 2617-24th Street in the City of Carlsbad, California. The site is presently occupied by a single story residential 011 4(q S . SOUTHERN CALIFORNIA SOIL AND TESTING, INC. SCS&T 8721116 July 22, 1987 Page 2 structure. The lot isbounded to the north and south by residential structures and to the west by vacant land. A site plan depicting the site configuration, the location of the test trenches as well as their logs are depicted on Plates Number 1 through 4. SOIL DESCRIPTION Three exploratory trenches (four feet deep) were extended to investigate the soil conditions at the site. The property was found to be underlain by S 1.5 feet to three feet of loose, humid, brown silty sandy topsoil and one foot of medium dense, humid, brown clayey sandy subsoil. These materials are underlain by terrace deposits consisting of medium dense, humid, light brown, silty sand. The results of an expansion index test and a single point consolidation tests performed on representative foundation soils are presented on the attached Plates Number 5 and 6. CONCLUSIONS AND RECOMMENDATIONS GENERAL No geotechnical conditions were found which will preclude site development as presently proposed. The main geotechnical consideration for site development is the presence of up to three feet of loose topsoils underlying the proposed construction areas. This material is considered unsuitable, in Its present condition, for the support of settlement sensitive improvements and will require removal and replacement as compacted fill or special foundation consideration. Recommendations for both alternatives are. provided herein. GRADING SITE PREPARATION: If the existing surface soils are densified, site preparation should begin with the removal from the area of the site to be developed of any existing vegetation and deleterious matter. Existing loose topsoils underlying the proposed improvements (patios, driveways and 0 SCS&T 8721116 July 22, 1987 Page 3 sidewalks included) should be removed to firm natural ground. Based on our trenches, it is anticipated that the maximum removal depth will be three feet. Firm natural ground is defined as undisturbed soil having a minimum in-place density of 85 percent as determined in accordance with ASTM D1557-78, Method A or C. Minimum horizontal limits of removal are five feet from the perimeter of the improvement or property line,whichever is less. The bottom of the excavations should be scarified to a depth of 12 inches, watered heavily and recompacted to at least 90 percent.. The. stockpiled soils should then be placed in thin compacted layers until desired elevations are reached. EARTHWORK: All earthwork and grading contemplated for site preparation should be accomplished in accordance with the attached Recommended Grading Specifications and Special Provisions. All special site preparation recommendations presented in the sections above will supersede those in the Standard Recommended Grading Specifications. All embankments, structural fill and fill should be compacted to at least 90% relative compaction at or slightly over optimum moisture content. Utility trench backfill within five feet of the proposed structures should compacted to minimum of 90% of its maximum dry density. The maximum dry density of each soil type should be determined in accordance with A.S.T.M. Test Method 0-1557-78, Method A or C. SURFACE DRAINAGE It Is recommended that all surface drainage be directed away from the proposed structures and the top of slopes. Ponding of water should not be allowed adjacent to foundations. FOUNDATIONS A) EXISTING LOOSE SURFICIAL SOILS DENSIFIED GENERAL: Shallow foundations may be utilized for the support of the proposed structures. .s s SCS&T 8721116 July 22, 1987 Page 4 A minimum width of 12 inches and24Tih9 s recommended rntinuous and isolated footings, respectively. A bearing capacity 2000 —may b'eassumed sajotings. This bearing capacity rinw be increased by one-third when considerina wind and/or seismic FREIE Oth exterior-and interior cóhti footTfl9sshOuld be reiWforced with one #4 bar positioned neatfl5ttom of the footing I ç one # bar Positioned near the top of the footinj7This reinforcement is based on soil characteristics and is not intended to be in lieu of reinforcement necessary to satisfy structural considerations. Concrete s 1 abs — on — giI hiVdThãVëa Tm actual thickness of four inches and beunderjain by a two-inch - ------ ktofclean poorly graded coarse sand or crushid roç ...Jh..s1ab. ould be reinforced with No. 3 reinforcing bars placed at 36 inches' on nter each way.W. 6':W1.4xW1.4 welded wire mesh may be utilized In fit Tsimperative-that the mesh _Pepj4cecLnearjjie moisture sensitive floor coverings are edTWiiiIfaTeTthe sand tiayer. A two-inch-thick layer of clean sandiff i placedver the - - -- vsqueen to allow proper concrete cujng. - - B) LOOSE SURFICIAL SOILS TO REMAIN UNDISTURBED V GENERAL: Shallow fOundations may be utilized for the support of the proposed structure. The footings should have a minimum depth of 18 Inches and extend at least sIx inches Into firm natural ground. A C minimum width of 12 Inches and 24 Inches Is recommended for continuous and isolated footings, respectively. A bearing capacity of 1000 psf may be assumed for said footings. This bearing capacity may be - increased by one-third when considering wind and/or seismic forces. 1 C SCS&T 8721116 July 22, 1987 Page 5 REINFORCEMENT: Both exterior -and interior continuous footings should be reinforced with two #4 bars positioned near the bottom of the footing and two #4 bars positioned near the top of the footing. This reinforcement is based on soil characteristics and is not intended to be in lieu of reinforcement necessary to satisfy structural considerations. INTERIOR CONCRETE SLABS-ON-GRADE: Interior concrete slabs-on-grade should have a minimum, actual thickness of six inches and be underlain O by two-inch blanket of clean poorly graded coarse sand or crushed rock. The slabs should be reinforced with No. 3 reinforcing bars placed at 12 inches into the footings. The rebars should be extended at least 12 inches into the footings. Where moisture sensitive floor coverings are. I planned, a visqueen barrier should be placed in the middle of the sand layer. A two-inch-thick layer of clean sand should be placed over the visqueen to allow proper concrete curing. Consideration should be given to utilizing raised wooden floors in lieu of concrete slabs if f existing loose surficial soils are not densified. EXTERIOR SLABS-ON-GRADE: Exterior slabs should have a minimum thickness of four inches. Walks or slabs five feet in width should be reinforced with 6"x6"41.4xW1.4 (6"x6"-10/10) welded wire mesh and provided with weakened plane joints. Any slabs between five and ten feet should be provided with longitudinal weakened plane joints at the center line. Slabs exceeding ten feet in width should be provided with a weakened plane joint located threefeet inside the exterior perimeter as indicated on attached Plate Number 7. Both traverse and longitudinal weakened plane joints should be constructed as detailed in Plate Number 7. Exterior slabs adjacent to doors and garage openings should be connected to the footings by dowels consisting of No. 3 reinforcing bars placed at 18-inch intervals extending 18 inches into the footing and the slab. LI FOUNDATION EXCAVATION OBSERVATION: If the existing loose surficlal soils are not densified, the foundation excavations should be observed SCS&T 8721116 July 22, 1987 Page 6 by a representative of this office prior to footing and/or the placement of steel. The purpose of this is to ascertain that the actual soil conditions exposed in the footing excavations are substantially similar to those anticipated and the required depths have - been obtained. S LI SETTLEMENT CHARACTERISTICS: The anticipated total and/or differential settlements for the proposed structure may be considered to be within tolerable limits provided the recommendations presented In this report are followed. The client should recognize that any time additions are constructed to an existing structure, minor differential settlements may occur between existing and new construction. This usually manifest only as minor cosmetic damage, nondetrimental to the structural integrity of the building. EXPANSIVE CHARACTERISTICS: The prevailing foundation soils were found to be low to moderately expansive. The recommendations contained in this report reflect a moderately expansive condition.. LIMITATIONS The recommendations and opinions expressed In this report reflect our best estimate of the project requirements based on an evaluation of the subsurface soil conditions encountered at the subsurface exploration locations and the assumption that the soil conditions do not deviate appreciably from those encountered. It should be recognized that the performance of the foundations and/or cut and fill slopes may be influenced by undisclosed or unforeseen variations in the soil. conditions that may occur in the intermediate and unexplored areas. Any unususal conditions not covered in this report that may be encountered during construction should be brought to the attention of the soils engineer so that he may make modifications If necessary. In addition, this office should be advised of any changes In the project scope or proposed site grading so 0 I SCS&T 8721116 July 22, 1987 Page 7 that it may be determined if the recommendations contained herein are appropriate. This should be verified in writing or modified by a written addendum. Ifyou-have any questions regarding this report please contact our office. 0 • Respectfully submitted, SOU ERN C LIFORNIA 0 & TESTING,, INC. 9QOFESSI4 Daniel B. kdler, 01 4,0 R.C.E. #16037 EX ___ LO DBA:mw V1 (1) SCS&T, Escondido 0 0 0 I, I I I I PROPOSED ADDITION I L - - - - I EXISTING I. DWELLING MAPPROPOSED WO STORY ADDITION LEGEND TRENCH ATION S SCALE 1 s20 0 10 20 30 40 SOUTHERN CALIFORNIA Gilbert Residence SOIL & TESTINO,INC. BY: • OBA DATE: 7-23-37 L4~ JOB NUMBER: 8721116 Plate No. 1 SOIL DESCRIPTION I. COARSE GRAINED, more than half of material is larger than No. 200 sieve size. GRAVELS CLEAN GRAVELS More than half of coarse fraction is larger than No. 4 sieve size but smaller than 3". GRAVELS WITH FINES (Appreciable amount of fines) SANDS CLEAN SANDS More than half of coarse fraction is smaller than No. 4 sieve size. SANDS WITH FINES (Appreciable amount of fines) GW Well graded gravels, gravel- sand mixtures, little or no fines. GP Poorly graded gravels, gravel sand mixtures, little or no fines. GM Silty, gravels, poorly graded gravel-sand-silt mixtures. GC Clayey gravels, poorly graded gravel-sand, clay mixtures. SW Well graded sand, gravelly sands, little or no fines. SP Poorly graded sands, gravelly sands, little or no fines. SM Silty sands, poorly graded sand and silty mixtures. Sc Clayey sands, poorly graded sand and clay mixtures. SUBSURFACE EXPLORATION LEGEND UNIFIED SOIL CLASSIFICATION CHART GROUP SYMBOL TYPICAL NAMES S 0 0 S II. FINE GRAINED, more than half of material is smaller than No. 200 sieve size. SILTS AND CLAYS ML Liquid Limit CL less than 50 OL SILTS AND CLAYS NH Liquid Limit CH greater than 50 OH HIGHLY ORGANIC SOILS PT - - Water level at time of excavation or as indicated US - Undisturbed, driven ring sample or tube sample Inorganic silts and very fine sands, rock flour, sandy silt or clayey-silt-sand mixtures with slight plas- ticity. Inorganic clays of low to medium plasticity, gravelly clays, sandy clays, silty clays, lean clays. Organic silts and organic silty clays or low plasticity. Inorganic silts, micaceous or diatomaceous fine sandy or silty soils, elastic silts. Inorganic clays of high plasticity, fat clays. Organic clays of medium to high plasticity. Peat and other highly organic soils. CK - Undisturbed chunk sample BG - Bulk sample SP -. Standard penetration sample 0 fl <* SOUTHERN CALIFORNIA > SOIL & TESTING, INC. Gilbert Residence BY: DBA DATE: 7-23-87 JOB NUMBER: 8721116 Plate No. 2 z .0 TRENCHNUMBERI - • . )- • 49 W x .J 5 ELEVATION U, Ul to DESCRIPTION 0- — - SM Brown SILTY SAND (TOPSOIL) Humid 'p I BAG 2 1 CK SM Light Reddish Brown SILTY Humid SAND (TERRACE DEPOSITS) I- IL I-ul a 0 U, w 0 0 5 c.) z o - IL C.) Loose Loose to Medium Dense Medium Dense to Dense Em - TRENCH NUMBER 2 0- — SM Brown SILTY SAND (TOPSOIL) Humid Loose 1 2 -. SC Brown CLAYEY SAND (SUBSOIL) Humid Medium BAG . Dense Trench ended at 4' SM Light Brown SILTY SAND 3 (TERRACE DEPOSITS) CK BAG A Trench ended at 4' Humid Medium Dense to Dense ,SOUTHERN CALIFORNIA SOIL & TESTING,INC. SUBSURFACE EXPLORATION LOG LOGGED BY JH DATE LOGGED: JOB NUMBER: 8721116 Plate No. 3 z 2 TRENCH NUMBER 3 -Uj I 'U ELEVATION S 4 0. • 0.- IL - II 0 -J DESCRIPTION O- - - SM Brown'SILTY SAND (TOPSOIL) Humid - Yellow Brown - - !Ti Yellow Brown SILTY SAND Humid - (TERRACE DEPOSITS) 4- z - wo 'U 'U- IZ o 44 . 0, 0 0 Ix C.) U Loose Medium Dense to Dense Trench ended at 4' S S S ,SOUTHERN CALIFORNIA SOIL & TESTING,INC. SUBSURFACE EXPLORATION LOG LOGGED BY: JH 'DATE LOGGED: 7-6-87 JOB NUMBER: 8721116 Plate No. 4 EXPANSION INDEX TEST RESULTS SAMPLE P2@1.5'-2.5 CONDITION Remolded INITIAL M.C. ('I.) 11.1 INITIAL DENSITY (PcF 105.8 FINAL M.C. ('I.) 23.9 NORMAL STRESS(PSF) 144.7 EXPANSION INDEX 75 SOUTHERN CALIFORNIA <*> SOIL & TE$TINO,INC. Gilbert Residence BY: DBA DATE: 7-23-87 JOB NUMBER: 8721116 Plate No. 5 S S S S S SINGLE POINT CONSOLIDATION TEST RESULT SAMPLE NUMBER P1@3.5' P2@3' - INITIAL MOISTURE, 3.0 4.1 - INITIAL DENSITY, PCF 119.2 109.8 - % CONSOLIDATION AFTER WATER ADDED 1.7 1.0 - % CONSOLIDATION BEFORE WATER ADDED 1.4 - FINAL MOISTURE, % 9.8 13.4 - AXIAL LOAD, KSF 2.58 1 2.58 S S S SOUTHERN CALIFORNIA Gilbert Residence SOIL & TI$TINO,INC. DBA DATE: 7-23-87 JOB NUMSER: 8721116 Plate No. 6 TRANSVERSE 3 3' WEAKENED 1 PLANE JOINTS 6' ON CENTER 10' 5--10- SLABS IN EXCESS OF SLABS' 5 TO 10' 10 FEET IN WIDTH FEET IN WIDTH PLAN NO SCALE TOOLED JOINT _ 11/4 1/2 p \ \6X 6N_10/10 WWM CONTiNUOUS WEAKENED PLANE JOINT DETAIL NO SCALE .Gi1hrt Residence SOUTHERN CALIFORNIA BY: DBA IDATEs 7-23-87 SOIL & TESTING. INC. JOB NUMBER: 8721116IP1ate No. 7 PROPOSED GILBERT ADDITION, 2325 PlO PICO DRIVE, CARLSBAD RECOMMENDED GRADING SPECIFICATIONS - GENERAL PROVISIONS GENERAL INTENT The intent of these specifications is to establish procedures for clearing, compacting natural ground, preparing areas to be filled, and placing and compacting fill soils to the lines and grades shown on the accepted plans. The recommendations contained in the preliminary geotechnical investigation report and/or the attached Special Provisions are a part of the Recommended Grading Specifications and shall supersede the provisions contained hereinafter in the case of conflict. These specifications shall only be used in conjunction with the geotechnical report for which they are a part. No deviation from these specifications will be allowed, except where specified in the geotechnical soil report or in other written communication signed by the Soil Engineer. OL$ER VAT InNAND_TESTINGJIIJ Southern California Soi hTd-.Tssti ,shal1ret 1nedastheSoi1 earthwork in accordancewith_.these specifications. It will be necessary that the Soil Engineer or his representative provide adequate observation so .that he may provide an opinion that the work was or was not accomplished as specified. It shall be the responsibility of the contractor to assist the soil engineer and to keep him appraised of work schedules, changes and new Information and data f so that he may provide these opinions. In the event that any unusual conditions not covered by the special provisions or preliminary soil report are encountered during the grading operations, the Soil Engineer shall be contacted -for further recommendations. If, In the opinion of the Soil Engineer, substandard conditions are encountered, such as; questionable or unsuitable soil, unacceptable 41 (R-1O/85) SCS&T 8721116 July 21, 1987 Appendix, page 2 moisture content, inadequate compaction; adverse weather, etc., construction should be stopped until the conditions are remedied or corrected or he shall recommend rejection of this work. Test methods used to determine the degree of compaction should be performed in accordance with the following American Society for Testing and Materials test methods: Maximum Density & Optimum Moisture Content - A.S.T.M. 0-1557-78. S Density of Soil In-Place - A.S.T.M. 0-1556-64 or A.S.T.M. D-2922. All densities shall be expressed in terms of Relative Compaction as determined by the foregoing A.S.T.M. testing procedures. PREPARATION OF AREAS TO RECEIVE FILL All vegetation, brush and debris derived from clearing operations shall be removed, and legally disposed of. All areas disturbed by site grading should be left in a neat and finished appearance, free from unsightly debris. After clearing or benching, the natural ground in areas to be filled shall be scarified to a depth of 6 inches, brought to the proper moisture content, compacted and tested for the minimum degree of compaction In the Special Provisions or the recommendation contained in the preliminary geotechnical investigation report. All loose soils In excess of 6 inches thick should be removed to firm natural ground which Is defined as natural soils which possesses an in-situ density of at least 90% of Its maximum dry density. When the slope of the natural ground receiving fill exceeds 20% (5 horizontal units to 1 vertical unit), the original ground shall be stepped S (R-1O/85) SCS&T 8721116 July 21, 1987 Appendix, page 3 or benched. Benches shall be cut to a firm competent soil condition. The lower bench shall beat least 10 feet wide or 1 1/2 times the the equipment width which ever is greater and shall be sloped back into the hillside at a gradient of not less than two (2) percent. All other benches should be at least 6 feet wide. The horizontal portion of each bench shall be compacted prior to receiving fill as specified herein for compacted natural ground. Ground slopes flatter than 20% shall be benched when considered necessary by the Soil Engineer. - Any abandoned buried structures encountered during grading operations must be totally removed. All underground utilities to be abandoned beneath any proposed structure should be removed from within 10 feet of the structure and properly capped off. The resulting depressions from the above described procedures should be backfilled with acceptable soil that is compacted to the requirements of the Soil Engineer. This includes, but is not limited to, septic •tanks, fuel tanks, sewer lines or leach lines, storm drains and water lines. Any buried structures or utilities not to be abandoned should be brought to the attention of the Soil Engineer so that he may determine if any special recommendation will be necessary. All water wells which will be abandoned should be back'filled and capped in accordance to the requirements set forth by the Soil Engineer. The top of the cap should be at least 4 feet below finish grade or 3 feet below the bottom of footing whichever is greater. The type of cap will depend on the diameter of the well and should be determined by the Soil Engineer and/or a qualified Structural Engineer. FILL MATERIAL Materials to be placed in the fill shall be approved by the Soil Engineer and shall be free' of vegetable matter and other deleterious substances. Granular soil shall contain sufficient fine material to fill the 'voids. 40 (R-10/85) SCS&T 8721116 July 21, .1987 Appendix, page 4 The definition and disposition of oversized rocks, expansive and/or detrimental soils are covered in the geotechnical report or Special Provisions. Expansive soils, soils of poor gradation, or soils with low strength characteristics may be thoroughly mixed with other soils to provide satisfactory fill material, but onlywith the explicit consent of the soil engineer. Any import material shall be approved by the Soil Engineer before being brought to the site. PLACING AND COMPACTION OF FILL Approved fill material shall be placed in areas prepared to receive fill in layers not to exceed 6 inches in compacted thickness. Each layer shall have a uniform moisturecontent in the range that will allow the compaction effort to be efficiently applied to achieve the specified degree of compaction. Each layer shall be uniformly compacted to a minimum specified degree of compaction with equipment of adequate size to economically compact the layer. Compaction equipment should either be specifically designed for soil compaction or of proven reliability. The minimum degree of compaction to be achieved is specified in either the Special Provisions or the recommendations contained in the preliminary geotechnical investigation report. When the structural fill material includes rocks, no rocks will be allowed to nest and all voids must be carefully filled with soil such that the minimum degree of compaction recommended In the Special Provisions Is achieved. The maximum size and spacing of rock permitted in structural fills and in non-structural fills Is discussed in the geotechnical report, when applicable. Field observation and compaction tests to estimate the degree of compaction of the fill will be taken by the Soil Engineer or his representative. The location and frequency of the tests shall be at the Soil Engineer's . (R-1O/85) SCS&T 8721116 July 21, 1987 Appendix, page 5 discretion. When the compaction testindicates that a particular layer is less than the required degree of compaction, the layer shall be reworked to the satisfaction of the Soil Engineer and until the desired relative compaction has been obtained.\. Fill slopes shall be compacted by means of sheepsfoot rollers or other suitable equipment. Compaction by sheepsfoot rollers shall be at vertical intervals of not greater than four feet. In addition, fill slopes at ratios of two horizontal to one vertical or flatter, should be trackrolled. Steeper fill slopes shall be over-built and cut-back to finish contours after the slope has been constructed. Slope compaction operations shall result in all fill material six or more inches inward from the finished face of the slope having a relative compaction of at least 90% of maximum dry density or that specified in the Special Provisions section of this specification. The compaction operation on the slopes shall be continued until the Soil Engineer is of the opinion that the slopes will be stable in regards to surficial stability. Slope 'tests will be made by the Soils Engineer during construction of the slopes to determine if the required compaction is being achieved. Where failing tests occur or other field problems arise, the Contractor will be notified that day of such conditions by written communication from the Soil Engineer or his representative in the form of a daily field report. If the method of achieving the required slope compaction selected by the Contractor falls to produce the necessary results, the Contractor shall rework or rebuild such' slopes until the required degree of compaction Is obtained, at no cost to the Owner or Soils Engineer. LE (R-10/85) SCS&T 8721116 July 21, 1987 Appendix, page 6 CUT SLOPES I The Engineering Geologist shall inspect cut slopes excavated in rock or lithified formational material during the grading operations at intervals determined at his discretion. If any conditions not anticipated in the preliminary report such as perched water, seepage, lenticular or confined strata of a potentially adverse nature, unfavorably inclined bedding, joints or fault planes are encountered during grading, these conditions shall be analyzed by the Engineering Geologist and Soil Engineer to determine if mitigating measures are necessary. Unless otherwise specified in the geotechnical report, no cut slopes shall be excavated higher or steeper than that allowed' by the ordinances of the controlling governmental agency. ENGINEERING OBSERVATION Field observation by the Soil Engineer or his representative shall be made during the filling and compacting operations so that he can, express his opinion regarding the conformance of the grading with acceptable standards of practice. The presence of the Soil Engineer or his *representative or the observation and testing shall not release the Grading Contractor from his duty to compact all fill material to the specified degree of compaction. SEASON LIMITS Fill shall not be placed during unfavorable weather conditions. When work is Interrupted by heavy rain, fillingoperatlons shall not be resumed until the proper moisture content and density of the fill materials can be achieved. Damaged site conditions resulting from weather or acts of God shall be repaired before acceptance of work. (R-1O/85) SCS&T 8721116 July 21, 1987 Appendix,, page 7 RECOMMENDED GRADING SPECIFICATIONS - SPECIAL PROVISIONS The minimum degree of compaction to be obtained in compacting natural ground, in the compacted fill, and in the compacted backfill shall be at least 90 percent. Detrimentally expansive soil is defined as soil which will swell more than 3 percent against a pressure of 150'pounds per square foot from -a condition of 90 percent of maximum dry density and air dried moisture content to saturation, or by a soil having an expansion index greater than X. Oversized fill material is defined as rocks or lumps over 6 inches in diameter. At least 40 percent of the fill soils shall pass through a No. 4 U.S. Standard Sieve. TRANSITION LOTS: Where transitions between cut and fill occur within the proposed building pad, the cut portion should be undercut a minimum of one foot below the base of the proposed footings and recompacted as structural backfill. In certain cases that would be addressed In the geotechnical report, special footing reinforcement or a combination of special footing reinforcement and undercutting maybe required. (R-10/85) Ll CERTIFICATION OF COMPLIANCE CITY OF CARLSBAD Plan Check No. DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS CARLSBAD, CA 92009 (619) 438-1161 This form shall be used to determine the amount of school fees for a project and to verify that the project applicant has complied with the school fee requirements. No building permits for the projects shall be issued until the certification is signed by the appropriate school district and returned to the City of Carlsbad Building Department. SCHOOL DISTRICT: X Carlsbad Unified San Marcos Unified 801 Pine Avenue 270 West San Marcos Blvd. Carlsbad, CA 92009 (434-0610) San Marcos, CA 92069 (744-4776) Encinitas Union Elementary San Dieguito Union High School 189 Union Street 710 Encinitas Boulevard Encinitas, CA 92024 (944-4306) Encinitas, CA 92024 (753-6491) Project Applicant: APN:/ó(-(3O-_O(, Project Address: Z!2.S Flo Pico RESIDENTIAL: SQ. FT. of living area I O1 Number of dwelling units SQ. FT. of covered area SQ. FT. of garage area COMMERCIAL! INDUSTRIAL: SQ. FT. AREA Prepared By _)ç' Date 1 2, 2.D FEE CERTIFICATION (To be completed by the School District) Applicant has complied with fee requirement under Government Code 53080 Project is subject to an existing fee agreement Project is exempt from Government Code 53080 Final Map approval and construction started before September 1, 1986. (other school fees paid) Other Residential Fee Levied: $ ased on sq. ft.@ 't 1.- Comm/Indust Fee Levied: $ based on sq. ft.@ 5() Date Shoo1! District Official Title AB 2926 and SB 201 fees are capped at $1.56 per square foot for residential. AB 2926 is capped at $.26 per square foot for commercial/industrial. BUILDING PERMIT 09/05/90 14:34 Page 1 of 1 Job Address: 2325 PlO PICO DR Str: Permit Type: PLAN CHECK REVISION Parcel No: 156-350-06-00 Valuation: 0 Construction Type: NEW Occupancy Group: Class Code: Description: MOVE CRAWL SPACE ATTIC DOORS PCR No: PCR90098 Project No: A8902353 Development No: Fl: Ste: 1845 09/05/90 0001 01 02 C-NT 105-00 Cp / gql Status: ISSUED Applied: 09/04/90 Apr/Issue: 09/05/90 Validated By: DC *** Fees Required *** Fees Collected & Credits Fees: 105.00. Adjustments: .,00 'iTotal Credits: .00 Total Fees: 10,5.00 , 'rot I",Paymnts: .00 / -J ,-.. '1 \ " 'Ba17ance Due: 105.00 Fee description / '," , Un"i Tee/Unit Ext fee Data / '-' --------------------------------------------------------------------- Plan Check Revision Fee / '>>ç 1'0 5. 'c'.-' 105.00 \ \'j / / 9ANCE APPROVAl INS DATE __CLE CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad CA 92009 (619) 438-1161 PERMIT APPLIeATION City of Carlsbad Building Department 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 1. PERMIT TYPE I A - F] COMMERCIAL ONEW []TENANT IMPROVEMENT B - 0 INDUSTRIAL DNEW []TENANT IMPROVEMENT C - RESIDENTIAL DAPARTMENT E] CONDO DSINGLE FAMILY DWELLING DADDIIION/ALTERATION ODUPLEX []DEMOLITION DRELOCATION []MOBILE HOME []ELECTRICAL []PLUMBING ONECHANICAL EJPOOL DSPA []RETAINING WALL DSOLAR [3 OTHER EST. VAL_ PLAN CK D VALID. BY DATE V S Nearest Cross Streets • r) eusing or suite NO. LEGAL DESCRIPTION Lot No. Subdivision Name/Number Unit No. Phase No. CHECK BEL IF SUBMITTED:02 Energy Calcs 02 Structural Calcs 02 Soils Report Di Addressed Envelope ASSESSORS PARCI..- ESCRI DPTIplfru(IJbRK EXISTING USE PROPOSED USE I I' — fr\.II I'-Cx -?-A'L 'P-e. 1c.s i- 3 Co BLDG. 50. FIG. # OF STORIES CONTACT PERSON NAME ADDRESS R. CI 1 a STATE CA ZIP CODE I2oO DAY TELEPHONE IGNATURE APPLICANT DCONTRACTOR DAGENT FOR CONTRACTOR DOWNER -8ENT FOR OWNER NAME ¶ ADDRESS CITY cLYII(Z L_-P STATE ZIP CODE DAY TELEPHONE PROPERTY OWNER . OWNER OLESSEE OTENANT NAME ADDRESS CITY STATE ZIP CODE DAY TELEPHONE CONTRACTOR NAME ADDRESS CITY STATE ZIP CODE DAY TELEPHONE STATE LIC. # LICENSE CLASS CITY BUSINESS LIC. A 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 aiiitted 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: O 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 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.). E] 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 hundred dollars ($5001). SIGNATURE DATE 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 []NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? DYES C] NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY RAY NOT BE ISSUED AFTER JULY 1, 1989 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 for which this permit is issued (Sec 3097(i) Civil Code) LENDER'S NAME LENDER'S ADDRESS to building construc%ion. \I hereby AGREE TO SAVE INDEMNPIJY AN4 KEEP HA CITY IN CONSEQUENCE ok THEIGRANTING Expiration. Every perm issued by or work authorized by h permit ij or abandoned at any ime after thA' state teat tee aDove intormation is correct. I agree to comply with all City ordinances and State laws relating representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID ERMIT. in9 Official under the provisions of this Code shall expire by limitation and become null and void if the building Within 180 days from the date of such permit or if the building or work authorized by such permit is suspended ed for a period of 180 days (Section 303(d) Uniform Building Code). tic APPLICANT'S SI ) ,, OwHER DCONTRACTOR 0 B PHONE WHITE: File YELLOW: Applicant PINK: Finance APPROVED BY: DATE: ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: q— o _c10 JURISDICTION: OILI OF Gi -D PLAN CHECK NO: i'tT - SET: PROJECT ADDRESS: _-3& pio P/co p,e. PROJECT NAME: 5F1> APPLICANT RJURISDICTION PLAN. CHECKER []FILE COPY UPS DDESIGNER The plans transmitted herewith have been corrected where J necessary and substantially comply with the jurisdiction's building codes. . LII 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. Li The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. Li The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicantcontact person. fl The applicant's copy of the check list has been sent to: ,Esgil staff did not advise the applicant contact.person that plan check has been completed. LII Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone # . LI REMARKS: . By: POLl JT Enclosures:___________________ ESGIL CORPORATION Eli GA. [I] AA D vw 0 DM Date i_____ go Jurisdiction C,9-f1-S ,9PP Prepared byt o Bldg. Dept. VALUATION AND PLAN CHECK FEE -Esgi1 PLAN CHECK NO. ___-II7 te&U 1• I BUILDING ADDRESS .Z--$ P.10 P/ co Pe APPLICANT/CONTACT /E7T PHONE NO. 7a,_z. / BUILDING OCCUPANCY - DESIGNER PHONE_____________ TYPE'OF CONSTRUCTION LI-n.) CONTRACTOR PHONE___________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE &V/S [Okl 7- Air Conditioninz Commercial -Residential Res. or Comm. Fire Sprinklers r—To -tal Value Building Permit Fee $ Plan Check Fee $ /-u I I+- cZ.. 24-. 75 )( I. 2-5 $ COM MENTS: SHEET ( OF / 12/87