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Home My WebLink About2739 ARGONAUTA ST; ; CB881645; PermitLENDER rn DECLARATIONS WORKER'SCOYPENSATION OWNEW~UILDER CONTRACTOR I1 7- h \ 71 > m < > r m 1 Whlle ~ Inspeclor Green ~ (1) Flnance Yellow - Assessor Pink - Appllcanf Gold -Temporary File n i E ? 2 > s 3 n n c n 0 > -t- i T T T- t t i L i I I' DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS DRIVE CARLSBAD, CA 92009-4859 (619) 438-1 161 MISCELLANEOUS FEE RECEIPT Appllcant Please Prlnl And Flll In Shaded Area Only ASSESSOR'S PARCEL NO.-gIS - v/:o 3 ADDRESS CITY ba,zlP '?Z/z/ TEL. 4.52-058 STATE WNESS' LICENSE NO. LICENSE NO. - SUBDIVISION LOT(S) DESCRIPTION OF WORK 5 Ffi - APPLICANT'S SIGNATURE DATE PLAN ID NO. & q-5 5524 03/20/89 ooO1 01 05 Kisc 860.00 VALIDA ON AREA /. ESTMATED VALUATION PLAN CHECK FEE 00181040-008821 IF THE APPLICANT TAKES NO ACTION WITHIN 180 DAYS, PLAN CHECK FEES WILL BE FORFEITED. CHECK IF SUBMITTED: 0 2 ENERGY CALCS 0 2 1987 ENERGY CALCS FOR NON RESIDENTIAL BLDGS 0 2 STRUCTURAL CALCS 0 2 SOILS REPORTS 0 2 SELF ADDRESSED ENVELOPES DATE GIVEN/ SENT TO APPLICANT DATE LA COSTA LETTER I\ SCHOOL FEE FORM P a E CORRECTIONS LIST CERTIFICATE OF OCCUPANCY Whlte . Flle Yellow. Applicant Pink. Finance Gold. Assessor Citv of Carlsbad December 8, 1988 Alex Varga San Diego, Calif 92128 15617 Ave Alcachofa #D 2739 Argonauta - Comeaux - PC 881131 When you returned the plans to Syed Aleem for recheck, he discovered that you had added 789 square feet to the house. This changes all the elements of the structure and will require a new plan check. Attached is a Miscellaneous Receipt for that purpose. Please complete the receipt and send or deliver it to us with your deposit in the amount of $860. Your former plan check is cancelled and we will issue a new plan check number to you. The plan checker will retain the plans submitted and check them when your new deposit is submitted. If you have any questions, please contact Carter Darnel1 in my office. ~~y~zjz- MARTIN ORENYAK, DIRECTOR c: Syed Aleem 2075 Las Palrnas Drive-Carlsbad. California 92009-4859-(619) 438-1 161 DEVELOPMENT PROCESSING SERVICES DIVISION CARLSBAD, CA 92009-4859 2075 LAS PALMAS DRIVE (619) 438-1161 MISCELLANEOUS FEE RECEIPT Appllcanl Please Prlnl And Flll In Shaded Ana Only PLAN ID NO. ESTMATED VALUATION PLAN CHECK FEE WITHIN 180 D IF THE APPLICANT TAK 001810-90-00-8821 Whlte . Flle Yellow. Applicant Pink. Flnance Gold. Assessor FINAL BUILDING INSPECTION * PLAN CHECK NUMBER 881645 DATE 112289 PROJECT NAME: ADDRESS: 2739 Aryonauta PROJECT NO.: UNIT NUMBER PHASE NO.: TYPE OF UNIT: SF3 NUMBER OF UNITS: CONTACT PERSON: pi CONTACT TELEPHONE: 438-8086 bldq, Enq, Utilities, i!iater / INSPECTED ,Ah DATE a 1989 J INSPECTED: DE'. BY APPROVED ~ DISAPPROVED - INSPECTED DATE BY INSPECTED: APPROVED - DISAPPROVED - INSPECTED DATE BY INSPECTED: APPROVED - DISAPPROVED __ Rev. ilea WHITE: Suspense BLUE Water Dlstrlct GREEN Englneerlng CANARY Utilltles PINK Plannlng GOLD: FIR .. . ,!.: 1 . ~ ~ ~~~~~~~~~ FINAL BUILDING INSPECTION ', . I i PLAN CHECK NUMBER: PROJECT NAME: 88 1545 DATE: 112289 ADDRESS: 2733 A~-:,WI;;I~,J~:.I PROJECT NO.: UNIT NUMBER PHASE NO.: ' TYPE OF UNIT CONTACT PERSON: pnn CONTACT TELEPHONE 438-.8056 3FU NUMBER OF UNITS Sldg, Ltq, Ltlllties, .Yater INSPECTED BY: DATE INSPECTED: APPROVED __ DISAPPROVED - INSPECTED ' BY DATE INSPECTED: APPROVED - DISAPPROVED __ INSPECTED BY DATE INSPECTED: APPROVED - DISAPPROVED __ COMMENTS I Mflz - r I" .LsZz4?& - I RW. 11s WHITE suspense BLUE: Water Dlslrict GREEN Englnsedng CANARY: Ulilllles PINK: Planning GOLD Flre ~ FINAL BUILDING INSPECTION PLAN CHECK NUMBER: L' 8816U5 DATE 112289 PROJECT NAME ADDRESS: :?739 Ar<y>r~autn PROJECT NO.: UNIT NUMBER: PHASE NO.: TYPE OF UNIT: 5FD ... : NUMBER OF UNITS CONTACT PERSOT' ':. CONTACT TELEPHONE 438-80dj , I j 1 ,". .. ,, ?I&, Enq, Cltlllties, Water DATE INSPECTED ' APPROVED - DISAPPROVED I/ BY, INSPECTED DATE INSPECTED: APPROVED - DISAPPROVED __ BY INSPECTED DATE INSPECTED APPROVED __ DISAPPROVED ~ COMMENTS: A1&d Rw. lm WHITE: Suspense BLUE Water Olslrlcl GREEN Engineering CANARY Ulllllles PINK Planning GOLD: Flrs FINAL BUILDING INSPECTION PLAN CHECK NUMBER" 881645 DATE 112289 PROJECT NAME ADDRESS 2739 Ary~~auta PROJECT NO.: UNIT NUMBER PHASE NO.: TYPE OF UNIT SF!., NUMBER OF UNITS > CONTACT PERSOY: ' CONTACT TELEPHONE 438-8086 ai,&, Enq, iltllities, .'dater DATE INSPECTED APPROVED - DISAPPROVED PNASTpEEcTED: t~II?/67 APPROVED ~ Y DISAPPROVED - INSPECTED DATE BY: INSPECTED: APPROVED - DISAPPROVED - COMMENTS " Rex If= WHITE Suspense BLUE Water D18lrlct GREEN: Engineering CANARY Utilltles PINK Planning GOLD: Fire i -. 1 \ INSPECTION REQUEST CITY OF CARLSBAD PERMIT# CB881645 FOR 12/15/89 INSPECTOR AREA TP DESCRIPTION: 4232 SF/638 SF GARAGE (881131) /%/VIf' PLANCK# CB881645 JOB ADDRESS: 2739 ARGONAUTA ST STR: FL: STE : CONTRACTOR: J. C. CONSTRUCTION PHONE: 619 452-0889 ORIG PC VOID 12/12/88 OCC GRP TYPE: SFD CONSTR. TYPE NEW APPLICANT: VARGA, ALEX PHONE: 4516580 OWNER: COMEAUX, JOYCE PHONE: 619-5 REMARKS: Tl/RS/JIM/693-4993 INSPECTOR SPECIAL INSTRUCTIONS: I/ 1/ TOTAL TIME: --RELATED PERMITS-- PERMIT# TYPE STATUS CB890481 E ISSUED CD LVL DESCRIPTION ACT COMMENTS 19 ST Final Structural 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical 19 ST Final Structural 29 PL Final Plumbing 39 EL Final Electrical 2 49 ME Final Mechanical - " - " - " - ***** INSPECTION HISTORY ***** DATE DESCRIPTION 121389 Final Combo 112289 Final Combo 103089 Interior Lath/Drywall 102489 Interior Lath/Drywall 102389 Interior Lath/Drywall 102089 Interior Lath/Drywall 101789 Exterior Lath/Drywall 101123 F?rJuqh Conbcr 191123 Inn,ulati-,n 101183 Sewerpater Service 092089 Rough Combo 101189 Exterior Lath/Drywall ACT INSP COMMENTS CO TP BLDR HAS CORR LIST NR TP AP TP NR TP CA TP CA TP AP TP AP TP >.I? IY NR TP NR TP CO TP EXTERIOR LATH ONLY .............................................. ..................................................................................... .......................................... ............................................................. .................................................................. ................. I 1.. ...................... ...................................................... ....-...I.-. ................... ......... JOHN VERNON & ASSOCIATES PROPERP/ 1859SOUTH ESCONDIDO BOULEVARD DEVELOPMENT ESCONDID0,CALIFORNIA 92025 TEL. 619/743-8808 I ENGINEERS, INC. ESGIL CORPORATION 9320 CHESAPEAKE DR.. SUITE 208 SAN DIEGO. CA 92 I23 (619) 560.1468 DATE : s;// 5-/ Yy I1 APPLICW nTP'PTnN DFILE COPY CDESIGNER DUPS PROJECT NAME: kL% dF- k% IDGNcE The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. 0 0 CI 0 0 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. The plans transmitted herewith have significant deficiencies and resubmitted for a complete recheck. identified on the enclosed check list and should be corrected The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy o€ the check list has been sent to: mEsgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone # REMARKS: - BY - PCEEIW. Enclosures: ESGIL CORPORATION dt, yy DGA OAA Ow ODM / I " .- ESGIL CORPORATION 0320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 5601468 PROJECT ADDRESS: 231,9 mkwwm 0 necessary and substantially comply with the jurisdiction's The plans transmitted herewith have been corrected where building codes. The plans transmitted herewith will substantially comply 0 with the ju.risdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies 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. The applicant's copy of the check list is enclosed for the c] identified on the enclosed check list and should be corrected 0 jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: ycc *e/4up 113 8 3 CAS c A-CA K'AY SAA, D? fc, cq, a 9wr+ Esgil staff did not advise the applicant contact person that plan check has been completed. 0 Esgil staff - did a.dvise applicant that the plan check has been completed. Person contacted: TOYCE COMFAUX Date contacted: Telephone # ac3- 5G7Lv REMARKS : BY:' SYED AL~~W Enclosures: ESGIL CORPORATION 3/tl PLAN CORRECTION SMET FOREWORD: PLEASE READ Plan check is limited to technical rcquirementa contained in the Uniform Building Code, UnifOrm Plunbing Code, Uniform kchanical Code, National Electrical Code and stats Ins regulating energy conservation, noise attenuation and accesa for the handicapped. The plan check is based on regulstions enforced by the Building Inspection Department. You may have other corrections based on lswa and ordinsnccs enforced by the Planning Department, Engineering Department or other departments. modification or change. All circled items have The items circled below need clarification, to be satisfied before the plana will be in conformance with the cited codes end regulations. Per Sec. 50s (e), of the Uniform Building Code, the approval of the plana does not permit the violation of any state, county or city law. A. PLANS Please make a11 cor:ections on t.he original ' tracing3 and submit two nw seta of printa, been returned to you by the Jurisdiction. and any original plan sets that may have - to: L*/L c2.Ww-w 3 TO facilitmte rechecking, plemsc identify, next to each circled Item, the sheet of the Plana upon hich each correction M this *=et hat been made md return thio check *=et with the revised plans. 3 The fOllWing itma have not been resolved from previous plan reviews. given for your reference. Please cmtact The original correction nunbar ha8 bean me if YOU have any questions regarding these items. I I t DATE : 12 "?- 88 TION JURISDICTION: CITY OF CARLSBAD CKER PLAN CHECK NO: 88 -* I ' SET : E PROJECT ADDRESS: 27 37 ~%dn/ AJ?3 PROJECT NAm: k &AX /?ELlEE/J a DESIGNZR 0 The plans transmitted herewith have been cdrrected where necessary and substantially comply with the jurisdiction's building codes. with the jurisdiction's building codes when minor deficien- The plans transmitted herewith will substantially comply cies identified checked by building department staff. The plans transmitted herewith have significant deficiencies and resubmitted for a ccmplete recheck. identified on the enclosed check list and shouls be corrected The check list transmitted herewith is the jurisdiction's Esgil Corp:until corrected plans are submitted for recheck. copy for your information. The plans are being held at The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. are resolved and SEE- Wr3RKs The a plicant's c f the check 1Jst has bees sp t to: A& I/- dk+A"#D 3& E;flFW . Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the lan check has been completed. Person contacted: kL& \/hffih BY : SYED ALELm-7 ENCL : ESGIL CORPORATION /I- Z? - cs?, 12gA91RMD Plan check is limited to technical requirements contained in the Uniform Build+ Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state law regulating energy conservation, noise attenuation and access for the handicapped. Tne plan check is bared on regulations enforced by the Building Inspection Department. You may have other corrections bared on laws and ordinances by the Planning Depattmanr, Engineering Departwvlt or other departments. Resent California law mdates that residential construction comply with Title 2.L and the following model codes: 1985 UBC (eff. 7/31/87) 1985 UPC (eff. 3/30/87) 1987 NEC (eff. 10/28/87) 1985 UMC (eff. 8/28/87) me above regulations apply to residential construction, regardlass of the code editions adoptad by ordinance. llu circled itens listed need clarification, modification or change. All irerm hvm to b. satisfied before the plw will be in confoxmnca with the cited codes and regulations. Per Sac. 303(c), 1985 Uniform Building Code, the approval of the plw does not p%nnit the violation of any state, county or city law. To wed UD the rerheck urocesr. nota on this addressed 1.e.. ulan sheet. mare to enclose the mnrked UD list when vou submit. swcification. etc. Be $he revised ulanr. Jor a COW) corTection it- ha;r beeq Date plans received by Esgil Corporation: please make all corrections on the original any original plan sets that may have been tracings and submit two new sets of prints, and returned to you by the jurisdiction, to: Esgil Corporation, 9320 Chesapaake Drive, Suite 6208, San Diego, California 92123, (615) 560-1468. B;A Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: The jurisdiction's building department. name of the legal omer and name of person Indicate on the Title Sheet of the plans, the responsible for the preparation of the plans. Section 30?(a)7. person responsible for their preparation. All sheets of plans must be signed by the (California Business and Professions Code). Plans, specifications and calculations shall be signed by the California state licensed engineer or architect responsible for their preparation, for plans deviating from conventional wood frame construction. Specify expiration date of license. (California Business and Professions Code). gross floor area of each element of this Specify on the Title Sheet of the plans the project including dwelling, garage, carport, patio, deck and balcony. Section 302(c). Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1985 UBC, IMC and UPC and 1987 NEC. Submit fully dimensioned plot plan drawn to existing and proposed structures on the lot. scale showing location, size, and use of all and all easements. p Identify property lines and show lot dimensions fill SloDeS. Sho show elevations of adiacent w flnish floor elevations and- Show draiMpe patterns with minimum slopes. Section 302(c). ~~~ ~ ~~~ .. .. proposed building. Section 302(c). Indicate distance from property lines to . Show on the title sheet all structures! pools, walls, etc. included under this appllcatlon. plan that is not included with the building Any portion of the project shobn on the Site permit application filed should be clearly identified as "not included." P . Clearly show if the lower level is a basement or a story, based on the definitions in Sections 403 and 420. Plot the finish grade (as defined) on the elevations and dimension the distance to the floor above, for story determination. y. Walls closer than 3 feet to property lines shall be one-hour rated construction, have no openings, and shall have 30 inch parapets when the building floor area exceeds 1,000 square feet on any floor. (Table 5-A, Section 1709 (a)). P . Projections, including eaves, may not extend more than 12 inches into the 3 foot setback from the property line. Eaves over required windows shall be not less than 30 inches from the side and rear property lines. Section 1710 and Section 504 (a) and (b). . Plastic skylights shall not be installed within 8' of an exterior wall located where openings in such exterior wall are prohibited or required to be protected. Section 5207 (a) 7. . Projections, including eaves, shall be one- hour fire-resistive construction, heavy timber or of noncombustible material if they project into the 3' setback area from the property line. Section 1710. )6. Show location of pemently wired smoke detector, centrally located in corridor or area giving access to sleeping rooms or above stair if sleephe rooms are on wper level. .- Section 1210. A smoke detector shall be installed in the basement of dwelling units having a stairvay which opens from the bassment into the a sounding device or other detector to provide dwelling. Such detector shall be connected to M alarm which will be audible in the sleeping area. Section 1210. When the valuation of a room addition exceeds 11,000, or when sleeping rooms are created, smoke detectors shall be provided at existing bedrooms per item 16 above. " Rocn SUES. Ua5. VDilnAnON AND GlAzLnG $4. Habitable room, other than kitchens, shall 1 contain at last 70 square feet of floor area. At least one room shall have not less than 120 square feet of floor area. Section 1207 (b). $. Window area must be at least 1/10 of the floor area and a minim of 10 spare feet per Section 1205 (a). Appears to be deficient in 1/20 of the floor area and a minimum of 5 . openable window area in habitable rooms must be square feet. In bathrooms, laundry rooms and similar rooms 1/20 of area is required and minimum is 1.5 sq. ft. (Section 1205 (a)). . At least 112 of the comn wall must be open 9 and have an opening not less than 25 sq. ft. nor one tenth of the floor area of the interior room if light and ventilation is being supplied from an adjacent room. Section 1205 (a). f . Required windows shall not open into a roofed porch unless the ceiling height is at least 7 feet, the longer side is at least 65% open, and the porch abuts a street, yard or court. Section 1205 (a). 9. Rov!de mechanical ventilation capable of provlding five air changes per hour in bathrooms, water closet compartments, laundry rooms and similar rooms if required openable windows are not provided. Section 1205 (a). 'f ba less than 7'0" in any dimension. Section . No habitable room, other than a kitchen, shall 1207 (c). y. Show that t for habitable rooms is 7. Show ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimum of 7'0". Section 1207 (a). . Dimension on the plans the 30" clear width for water closet compartments and 24" clearance in front of water closet. Section 511 (a). Specify safety glaring for glazing in hazardous to such doors and glap. adjacent to walking locations such 8s glass doors, glaring adjacent surfacer. se,ction 5406.y- mpgw c7 ut e/d 4 Ar xzlut/s DB.O C$S . Glazing, in the same wall plane as a door, 9 must be safety &lazing if within 12" of the door and iess than 60" above the walking surface, unless the glazing is leaded or faceted glass. Section 5406 (d) 6. Glazing in shover and tub enclosures shall be tempered, laminated or approved plastic shower floorl. Section 5406 (d) 5.~ (includine windows vithin 5 feet of tub or MA 57E;p- 73 i+2 door for emergency exit. Sill height shall . Sleeping rooms shall have a window or exterior must have an openable area of at least 5.7 not exceed 44" above the floor. "he window souare feet with the minimum ODenable width 26" ~ and the minim openable 'height 24". Section 1204. 1'3. not have a floor area exceeding 33 113 percent A mezzanine is an intermediate floor and may of the total floor area in the room below. Tne mezzanine floor must have a clear height of 7 feet, above and below, and must have the posts and protective walls or railings not long side open to the room below except for exceeding 42'' in height. Section 1716. . Tne loft you show does not comply as a mezzanine floor and is, by Uniform Building Code definition, a story. Section 1716. r's less than 2 exits. Occupied roofs may have . Floors above the second story shall have not one exit if such occupied arm are less than 500 square feet and located no higher than 3303 (a). bediately above the second story. Section . Required exit dcnways shall be not less than p 36" in width and not less than 6'8" in height, and shall be capable of opening at least 90 degrees. Section 33W (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. adequate to support 20 pounds per lineal foot Show how guardrail connection details are at a right angle to the top rail. Table 23-B. ? 3306 (b) b (C). . provide stairway and landing details. Section . Spiral stairways may not be used for required exits when the area served is greater than 400 so. ft. Section 3306 [f). Maximum rise is 7" and ninimum rdn is 11". 9. %en the stairs serves less than 10 rise may be 8" maximum and run 9" minimum. occupants, or sen'es an unoccupied roof, f. Minimum headroom is 6'6''. {. Minimum width is 36". 4. handrails per Section 3306 (j), shall I satisfy the following: pi. Provide handrail for stairways with L or more risers. p nosing of treads. . HMdrail shall be 30" to 34" above the /. Ihe handgrip portion of handrail shall be not less than 1 114'' nor more than 2" in cross-sectional dimension. 4#. 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). f Stairway provided the top step is not more than . A door may open inward at the top step of a 7 112" lower than the floor level. Section 3304 (h). I with Section 3306 (d): Provide details of winding stairway complying Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from where the treads are narrowest. ,kt ~aximum rise is 8 inches. ,d Minimum width is 36 inches. Provide spiral Stairway details, per Section 3306 (f): ,f point 12 inches from where the treads are . Minimum mn is 7 112 inches measured at a I. Haxinun rise is 9 112 inches. f. Minimum headrocin is 6 feet 6 inches . lhe tread mst 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. the narrowest. p. for metal stairway, or submit plans and Provide I.C.B.O. Research Report and number calculations registered with the building department or and approved fabricator 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/L hour fire-rated assemblies for all openings in the exterior vall below or within An exit balcony with 2 separated stairways is 10 feet horizontally of an exterior stairway. exempt. Section 3306 (1). $. Openings in exterior walls below or within 10 feet, measured horizontally, of an exterior stair shall bs protected by self-closing fire protection rating when the stair serves a assemblies having a three-fourths-hour fire floor level having openings in two or more floors below it. An exit balcony with two separated stairways is exempt. Section 3306 (1). . Exterior stairways shall not project into the 3 foot setback from the property lines. Section 3306 (n). P . Ihe 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). +. Specify roof slope. Roof slope is not adequate for rwf type Table 32-B; Section 3203 (h). $. ' Specify roof material and application. p5. Specify I.C.B.O. or U.L. approval number for roof materials not covered in U.B.C., e.g., tile, etc. Section 107. Chapter 32. The maxim slope for a fire retardant built- up roof, vith rock or gravel surfacing, is 3 inches in 12 inches. Section 3203 (e) 2. up roof, with cap sheet surfacing, is 112 inch The minim slope for a fire retardant built- in 12 inches. Section 3203 (e) 3. Specify minim 111, inch per foot roof slope for drainage or design to support accmlated water. Section 3207 (a), Section 2305 (f) and Section 2511 (d) 6. Show roof drains and overflows. Section 3207. Provide skvlieht details to show comoliance with Sections 5401 and 5207 or provide 1:C.B.O. approval number. Plastic skylights mst be separated from each other by at least 4 feet. Section 5207 (a) 6. Show attic ventilation. Hinimum vent area is at least 50% of the required vent is at least 3 11150 of attic area or 11300 of attic area if feet above eave vents or cornice vents. Show required area and area provided. Section 3205 (c). ? construction to be per attached fireplace . Provide fireplace construction details or note . Show anchored veneer support and connections p". attached to wood in Seismic Zones 3 and 4. standard drawing. Chapter 37. comply with Section 3006 (d)l and Section 2515 (a]. Show ties and t9 wire in horizontal jomts. masonry walls. hapter 24. Show height and construction details of all Note that claanout openings shall be provided at the bottom of all cells to b grout filled be sealed before grouting, after inspection. in accordance with Table 2h-G. Claanouts shall Show floor and roof connections to masonry walls. Connection shall resist 200 pounds per whichever is greater. Cross grain tension or lineal foot or the actual design load, bending in wood ledgers is not permitted. Section 2310 6 2312 (j)3A. Provide details for damp proofing the usable space exists on the interior side of the foundation walls, below finish grade, where walls. Section 1707 (d). f. between planter and building Galls. Show a minimum 2" air space and flashing Section 2516 (c) 7. GARA(;EmcmFuKrs 16. Garage requires one-hour fire protection on the garage side of walls and ceiling common to the dwelling. Table 5-B, Section 503 (a). 7i. All elements supporting floor above garage, have one-hour fire-resistive protection on the including walls supporting floor joists, must garage side. Section 503 (b) . Show 1 318" solid core self-closing door for openings between garage and dwelling. Section 503 (d). used for sleeping purposes. Section 1104. 7f An occupancy separation is not required between carport and residence, provided the no enclosed uses above. carport is open on two or more sides and has Section 503 (a) Exception 3. . Garages are not permitted to open into a room . 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 3 112 to 1 for height-to-width . Table 25-1. floor or landing in the garage is not more . Doors may open into the garage only if the than one inch lower than the door threshold. Section 3304 (h). 15. Provide an 18" raised platfom for any FAU, water heater, or other device in the garage which may generate a flame or spark. W Section 508, UPC Section 1310 (a). . Per soils report, note on the plan the soils classification, whether or not the soil is value. Section 2905 (c). expansive and note the allowable bearing . Ihe foundation plan does not comply with the soils report recomendations for this project. Please review the report and modify design, notes and details as required to show compliance: Provide notes on the foundation plan listing the soils report recommendation for foundations, slab and building pad preparation. confirming tbt the foundation plan? grading Provide a letter from the soils engineer plan and specifications have been rewewed and that it has been determined that the properly incorporated into the construction recornendations in the soils report are documents (vhen required by the soil report). Ihe 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: 0 me building pad was prepared in accordance with the soils report, The utility trenches have been properly backfilled and compacted, and n lhe foundation excavations, formings and reanforcements comply with the soils report and approved plan." Show height of all foundation walls. Chapter 23. walls. Chapter 23. Show height of retained earth on all foundation If cut or fill slopes exist, show disrsnce 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). Note on plans that surface water will drain away from building and show drainage pattern and key elevations. On graded sites, the top of any exterior foundation shall extend above the street gutter at point of discharge or the inlet to a drainage device a minimum of 12" plus 2 percent. Section 2905 (f), 2907 (d) 5. Dimension foundation per U.B.C. Table 29A: & Smarted* Stenwall plcknsss &+bIz 1 2 6" 12" 12" 8" 6" 3 1s" 18" 7" 10" 18" 24" 8" 'Toundationr 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. Show foundation bolt size and spacing. Section 2907 (f). Specify size, I.C.B.O. number and manufacturer of power driven pins. Show edge and end distances and spacing. Section 302 (c). If required by structural calculations, show size, imbedment and location of hold dom anchors on foundation plan. Section 2312 (f), 302 (c). If hold downs are required by calculations, note on plan that hold down anchors mst 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:lO. 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 25'-A. Show minirmrm underfloor access of 18" x 24". Section 2516 (c). Show minimum underfloor ventilation equal to I area. openings shall be as close to corners sq. ft. for each 150 sq. ft. of undarfloor 86 practrcable 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) I. 1. Show wall bracing. &ery exterior wood stud wall and main cross partition shall tm braced with 1 x 4 diagonal let-in braces or at each and at least evexy 25 feet of length equivalent. Section 2517 (g) 3. 2. Note cross bridging or blocking. Floor joists and rafters 12" or mre in depth shall b. not exceeding 8 feet, unless both edges are supported laterally by bridging at intervals held inline. Sec. 2506 (h), 2517 (a) 6. 145. Show blocking at ends and at supports of floor 1 joists, rafters and trusses at exterior ualls. 1 4. Show double joists. Floor joists shall be / doubled under bearing partitions wing Section 2517 (d) 3, 2517 (h) 6. parallel with the joists. Section 2517 (d) 5. Bearing partitions, perpendicular to joists, beams, walls or partitions, more than the depth shall not be offset from supporting girders, of the joist. Section 2517 (d) 5. 106. 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. lb7. Show rafter purlin braces to be not less than f 45 degrees to the horizontal. / 3 3 3 Section 2517 (h) 5. 108 Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). 109. Show double top plate with minimm 68" lap lld. Show nailing will be in compliance with Table splice. Section 2517 (9) 2. 25-9. 111. 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 interwals along the length of the wall; at all interconnections between concealed @ vartical and horizontal .pacer such as UCN at soffits, drop ceilings and cove ceilings; 0 In concealed spaces between stair and between studs along and inline with stringers at the top and bottom of the run the run of stairs if the walls under the stairs are unfinished; and @ in openings around vents, pipes, ducts, chimneys, fireplaces and similar openings vhich afford a passage for fire at ceiling and floor levels, with noncombustible materials. . Show stud size and spacing. Haximum allowable stud heiRhts: Bearing wall: 2 x4 and 2 x 6 mx. 10'; Non-bearing: 2 x 4 max. 14', 2 x 6 mw. 20'. Table 25-R-3. 113. Studs supporting two floors, a roof and i ceiling mst be 3 x 4 or 2 x 6 at 16" O.C. Note on A.I.I.C. Certificate of Compliance for i Table 25-R-3. glued laminated wood members shall be given to the building inspector prior to installation. Section 306 (f). 1'5. Detail all post-to-beam and post-to-footing f connections and reference the detail to the 0 plan. Section 2516 (m). 116 Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513. $7. Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate dimension ratios. [Tables 25 I, -1, K and required blocking. Maintain wimm diaphragm Section 4713 (d)]. 1 8. Show 3" x 4" or 2" x 6" studs in first story f of three story building. Table 25-R-3. Provide fmxss details and truss calculations for this project. Specify truss identification numbers on the plans. +* plan. Section 302 (c). Provide roof framing plan and floor framing $l. Provide framing sections through Section 302 (e). . Specify all header sizes for opening over 4' 0 0 wide. Section 2517 (g) 5. 123 Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (a). 124 Provide calculations for lateral loads, shear panels shear transfer and related. Section 302 (bj. ii'5. Shov on the plans all structural requircments I developed in the structural calculations. Section 302 (c). (See coments below or at end.) columns and posts located on concrete or masonry floors or decks exposed to the weather or to water splash or in basements and which by concrete piers or metal pedestals projecting support permnnent structures shall be supported above floors unless aDDroved wood of Mtural ~ ~ resistance to decay or :rated wood is used. Section 2516 (c) 4. ~~ .. . Individual concrete or masonry piers shall project at least 8 inches above exposed ground unless the columns or posts which they support are of aDDroved wood of natural resistance to decay o;'treated wood is used. Section 2516 (c) 4. 18. Show location of attic access with minimum size f 22" x 30". Section 3205. 1 9 Show draft separation for attic areas between % * units in a duplex. Section 2516 (f). lpb. Specify plywood grade and panel identification index. Table 25-N. +dl. When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). 14" high, framing shall be solid blocking. . If foundation cripple wall studs are less than Section 2517 (g) 4. shall be 3 inch bv 4 inch or 2 inches bv 6 . Cripple wall studs exceeding 0 feet in height [ inches when sup rting~2 stories. Section 2517 (gK. 1 4. Show plywood sheathing over ex-posed eaves, or f other weather exposed areas, is exterior grade. Section 2516 (i). 5. Show a weep screed at the foundation plate line on all exterior stud walls to be stuccoed. Section 4706 (e). 1 6. Detail truss layout for 30" x 30" attic access. if required for equipment in the attic. Ridges, hips, and valleys shall be at ledst one size larger UW supported rafters. Section 2517 (h) 3. ' 2501 (b). E. In open bsam construction, provide strap ties across the baams at the ridge support. Section KEmAN-lcM. WmFJm HEc3JnuL WE) All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. . Show the size, location and type of all heating and cooling appliances or systems. 0. Show source of combustion air to furnace, per 41 olapter 6, UHC. 1 1. Every dwelling unit shall be provided with 1 heating facilities capable of maintaining a room temperature of 70 degrees F. at 3 feet basis for compliance. UBC. Sec. 1211. above the floor in all habitable rooms. Show 1{2. Show minimum 30" deep unobstructed working 1 3. Note on plans, "clearances to be per space in front of furnace. Section 505, UMC. f manufacturer's listing." Section 504, UHC. . Furnace shall not be installed in any bedroom, bathroom or in a closet or confined space with 'f" access only through such room unless specified as direct vent appliance, enclosed furnace or electric heating appliance. Section 704 UHC. Show I.C.B.O. approval number for prefab fireplace. . Show access to the attic or underfloor f-e '' Section 708 h 709 UHC. 1 7. Note that passageway to the attic furnace f shall be unobstructed and have continuous to be minimum 30 inches by 30 inches. solid flooring not less than 24 inches iide. Section 708 UHC. . Show pewent electrical outlet and lighting fixture controlled by a switch for the attic furwe. Section 708 UHC. . Show details to comply with Section 709 for furnace under the floor, or Section 710 for roof or outside furnace. 0 0 150. Note on plan: Gas vents and non-comburtible piping, in walls, passing though three floors or less shall be effectlvely draft stopped at each floor or ceilin . UBC, Section 1706 (a? 6. 151. Provide dryer vent to outside. UHC, Section 1903. All wiring Shall Comply with the National Electrical Code. . Show on the plan the amperage of the electrical the location of any sub-panels. service, the location of the service panel and Show location of all electrical receptacles. 1 &. Electrical receptacle locations andlor spacing 7 is not adequate in 1 5. Show at least one convenience outlet other than f outlets for laundry, etc., outdoors, in gareges 1$6. Note convenience outlets in bathrooms, kitchen counter top(s) within 6 feet of the kitchen sink, outdoors, and in garages and basements shall be GFI protected. NEC, Art. 210-8. (other than for laundry and similar equipment) and basements. NEC, Art. 210-52. n Note electrical system ground to be provided per NEC, Art. 250-81. . Show water heater size, type and location on ';p + 0 0 plans. UPC, Section 1301. . 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 lover twelve inches. UPC, Section 1307. . Puel combustion water heater shall not be installed in bath or bedroom or in a closet open% into bath or bedroom. UPC, Section o 13w* 161. Provide adequate barrier to protect water heater from vehicle damsge. UPC, Section 1310. 362 shar T and P valve on water heater and show route of disdage line to exterior. UPC, Section 1007 (e). 163 Rote on the plan that hose bibbs and lam prevention devices. UPC, Section 1003(h) h sprinkler system shall hve approved backflow W. and has a minimum floor (vea of 1,024 sq. in. Show shower stall can accmodate a 30" circle UPC 909 (d). Show details of duulex cmon (oartv) walls "" """ ~ ~~ ~~ and floorlceiling assemblies tc achieve a of 50 decibels and an Impact Insulation Class Sound Transmission Class (Sl'C) rating in walls (IIC) rating on floor/ceiling of 50 decibels. ,- ~ - Title 25. Show how penetrations of assemblies for piping, electrical devices, recessed cabinets, bathtubs, soffits, or heating ventilating, or exhaust ducts shall be sealed, lined, or transmission rating. Title 25. insulated to maintain required sound 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. Permit applications received after June 30, 1988, are regulated by the new Residential Energy Standards. Provide pluls, calculations and worksheets to show complianca. The new regulations require a properly completed and properly signed Form CF-lR to be plans or "sticky backed" on the plans, to either imprinted on the plans, taped to the allow the building inspector to readily compare the actual constrsction with the requirements of the approved energy design. Section 1*03(a)l, Title 2&, states that Form CF-lR shall be signed by the person responsible for its preparation. The signer shall be a civil engineer, mechanical general building contractor, mechanical engineer, electrical engineer, architsct, 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 ProfLStiOnS Code to sign such docrrmants. Document signers are subject to the limitations in Division 3 provide the signature. of the Burhers and Professions Code. Please 1 1. All energy items shown on the plans must be in ' I agreemant with the information shown on the properly completed Form ff-1~. mdatory energy conservation requirements as . Specify on the buildinp plans all of the Fnerev Conservation Reouirements". listed on the enclosure titled, "Plandatoly 1 3. Show the make, model and efficiency of the heat loss calculations if the output exceeds 1r5.000 BllJIHr. I space heating (or cooling) systeu and provide 1 I 1 4. 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. 15. See additional corrections below or at end. . Energy conservation design should be for Zone -. See attached energy packages. p . lo or drains must have auto-prime (city polrcy). n Note exhaust fans cannot be ductless type (city policy). . New residential units must be pre-plumbed for 'f 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. 314" copper pipes must be installed to the mast convenient future solar panel location when the water heater is not in a one south facing roof. (City Ordinance No. 8093). story garage and is not directly below the most 0 181 All piping for present or future solar water heating must ba insulated when in areas that are not heated or cooled by mechanical ueanc (city policy). attached Policy 80-8, where interior living . Incorporate the waterproofing details, on the space occurs below grade at the masonry wall(s). 1 3. Show on the Title Sheet on the plans, the Developmental Services Sheet 112383. information required by the attached f lf / and minh 8" x 8" post, for the structural . All new residential buildings, including additions, require a soils report. Please submit two copies. 1 5. Heavy timber framing, minimum 6" x 10" beams 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 smctures (See. 18.01r.230). Show compliance with UBC Section 3203 (e). l? 0 . City Ordinance 9792 requires two parking washing dines, etc. Show compliance. spsces/unit with clear area of 2O'xZO' i.0. no 188 Please see additional corrections, or remarks, on the follwing page. ",e City of Carlsbad has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1&68, to perform the plan cheek for your project. If you have any questions regarding these plan check items, please contact STCD ALGGrk-l at Esgil Corporation. If you have any questions contact Carter Darnell at the City of Carlsbad, regarding City Building permit procedures, please 1200 Elm Aveaue, telephone 619/L38-1161. - You. Enclosures: GENERPIL B’FORMATION Total Conditioned Floor Area: fL2 Building Type: - Single Family HolcVMoccl (chcck mr amsc) - MUlti-Family (ICs ~II 4 ~loric~) - Addition - - Multi-Family (4 cr more slories) - Exining-Plus-Addition BUILDING SHELLIPISULATION~ Tp Component Innrlation LocatioRICommenrs R-value (.I& lo fang% ypid. CIC) wall .............. . wall .........-... Roof ............. Roof ............. Floor ........-... Floor ........... .. Slab Edge ..... GLAZING *Shading Devices Glazing Artr GlassTrpc Interior Exterior Overhang FramingTypc Orientation (Sf) (singlc double) (roller blind. e=) (shhducran tu3 b&O) (m- Front .... ( ) Front .... ( ) Left...... ( ) Left...... ( ) Rw ..... ( ) Re ar..... ( ) Right .... ( ) Right .... ( ) Skylight ....... Skylight ....... ..Certificate of Compliance: Residential (Page 2 of 2) CF-1R HVAC SYSTEMS Typc (hyn.ce..ir Efficiency btion Duct Output Manufacrufw/Model# conditions. heu pump) (SL SEER.HSPR (attic. e=.) R-value @IUh) (or auprovcd equal) Minimum Duct Maximum Furnace Heating Output Bruh WATER SYSTEMS ' Tank Manufactunr/Model# System Type (swage gas. elr) Capacity (or approved equal) Special Featun(s) . SPECIALFEATURWREMARKS (Add extra sheeti if necessary) COMPLUKCE STATEMENT 'Ihis certificate of compliance lists the building features and prfom~ce specifications needed to comply with Title 24, Chapter 2-53 and ntle 20, Chapter 2. Subchapter 4. Mcle 1 of the California Administrative code. This cenificate has ken signed by the individual with overall design responsibility and the building owner. who shall nuin a copy of it ud uansmit the curificate to any subsequent purchaser of the building. When this cenificatc of compliance is submiued for a single building plan to k built in multiple oriurtation~, all building conservation features which vuy an indicated in the Special FearUnslRunarks section. Den'gner Building Owner Nlme: Nunc: TlLle/Fum: rlwi Addrur. Addrus Telephone TClcgvxrr Lic. I: .. (sipamre) (d.W (sip=) (de) Documentation Author Enforcement Agency TulJFi Nun: Nun: Addrru: Telephone Telephone A;=w (1) All heating, ventilating, air conditioning, and vater heating equipment shall meet all of the requircnents of the Appliimce Efficiency SGmd6rds and shall be certified by the California LnergY Comission. (2) A two staage thenosta:, which controls the suppleaentary heat on its second stage, shall be (3) Thermostats shall be equipped wiLh an auconatic setback. which the building occupanE can program to (I) Equipment which requires preventive maintenance to maintain efficient operation shall ba furnished (5) A11 gar-fired fan type central furnaces, gas-fired fan type wall furnaces, and cooking appliances (6) All fan systems exhauzting aft to the outside shall be provided vith backdratt daqers. (7) All transverse duct, plenum, and fitting joints shall be ruled vith pressure sansitive tape or provided for heat pumps. automatically set back the thermostat tvice in 24 hours. vith complete necessary maintenance inforsation. shall be equipped with an intermittent ignition device. martic to prevent air loss and shall be inrulatnd to conform to the provisions of Section 1005 of the WC, 1982 Edition. (8) A vapor barrier is required in cliute Zone 1, 14, and 16. (9) All dacturcd vindows and sliding glass doors shall meet the 1972 ANSI air infiltration (10) A11 svinging doors and windws leading to unconditioned ar- shall be fully vuthu-stripped. (11) Storage type water heaters and storage and bachrp tanks for solar systeus shall k axtunally mapped with R-12 insulation or greater. (E) 'Ihe five feet of pip. closest to th. nter heater, if outside conditioned space, shall k insulated witA a minidm of R-3. St= and stam conduuatioa rewn piping and recirculating hot nter piping outside the building envelope dl1 be insulated in accorOmce vith 'P-O-l406(d). (33) Lmp used in luminaries for genera1 lighting in kitchens and bartrr00m.s shall have an afficiancy of not less than 25 lrtmens per vatt. (U) Shovuheads and faucets shall be equipped vith flow ruUictors M outlined in the applftnco efficiency standards and hll be cutifid to the Energy Codssion. (IS) Masonry and factory-built fireplaces on cxterior walls, shall be equipped kth tight-fitting closaable metal or glass doors covering the entire opening of the firebox; a combustion air in& of the building; and a tight fitting flue dampar vith a readily aecusible control. equipped with a raadily accessible, operable. and ti@t fitting dampu to draw air from the outride stxndards and shall be cartified and labeled. (l6) Intulation used shall comply vith California Quality Standards. (17) The insulation installer shall post a signed certificate.. .Section. 276. Jnsulation Certificate (All OCcupMcies). 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 conform with the requirements of Iitle 20, Chapter 2, Subchapter I, Article 3. Ihe certificate contorms the requiraments of Iitle 24, Part 2, Chapter 2-53, and that the materials installad applications of loose fill insulation) the miniawn installed weight per square foot consistent with shall state the marrtacturer's cam and material identification, the installed "R" value, and (in the mmufacturer's labeled density for Ue dasired "R" valun. windows, at sole plates, and openings for utility pipes and vires. (14) For infiltration control all openings and penetrations must be caullrd and sMled, such as around DEVELOPMENTAL SERVICES BUILDING DEPARTMENT &itp of CarIsbab THE INFORMATION LISTED BELOW MUST BE SHOWN ON THE TITLE SHEET OF THE PLANS FOR YOUR SINGLE FAMILY DWELLING Site Address Legal Description Assessor's Parcel Number Quantity of Grading in cubic yards Contact Person - Name and daytime Phone Number Circle any Planning Commission or City Council Action on this Property: Variance, Corditional Use Permit, Tract or Parcel Map. Zone Change, Planned Development. Redevelopment Permit, . Specific Plan, 'Site Development Plan PLAN CHECK NUMBER cd 112383 ESGIL CORPORATION 9320 CHESAI’E:\KE DR., SUITE 708 SAX DIECO. CL\ 97173 (6 IO) S(i& I +a DATE : 9 ~ 7-88 JURISDICTION: CITY OF CARLSBAD KER PLAN CHECK NO: i%/ 1/51 SET: PROJECT ADDRESS: 27 3? &~ONkJ~ ISDICTI~ 0 0 0 m 0 0 The plans transmitted herewith have been cor with the jurisdi resolved and The plans transmit The check list copy for your i Esgil Corp: unt The applicant’s co jurisdiction to re k list is enclosed for the plicant contact person. advise the applicant contact person that plan check h Telephone i4SI- LC80 BY: 5yD A EW. ENCL : ESGIL CORPORATION PLMSgLBp Plan check is limited to technical requirements conrained in the Uniform Building Code. Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and sate laws regulating anergy handicapped. me plan check is based on consemation, noise attenuation and access for the Department. You may have other corrections based regulations enforced by the Building Inspection on laws and ordinances by the Planning Department, Engineering Department or other departmrvts. Present California law mandates that residential construction comply with Title 2* and the follwing model codes: 1985 UBC (eff. 7/31/87) 1985 UPC (eff. 3/30/87) 1987 NM: (eft. 10/28/87) 1985 WC (eff. 8/28/87) me abve ragulations apply to residential adopted by ordinance. construction, regardlesr of the code editions me circled items listed need Clarification, satisfied before the plans will bn in conforaanca modification or cbange. All i- have to bn with the cited codes and regulations. Per Sec. 303(c), 1985 Uniform Euilding Code, the approVal Of the plans does not permit the violation of any state, county or city law. To s~84 UD the recheck urocess. note on this list lor a CODV) where each correcti addressed i.e.. ulan sheet. smification. etc. Bq on item has beq pure to enclose the mnrked ULI list when you subit the revised ~l-. 1Iw: Palagafflnmnnrn~nsPMa5mvaomlm6lonoao"ppmD. List No. 63, Carlsbad Single Family Dwelling and Dqlu With All Suppl-tx. (1985 UBC) #- 3 3 3 3 3 please make all corrections on the original any original plan sets that may have been tracings and submit two new sets of prints, and returned to you by the jurisdiction, to: Suite 1208, San Diego, California 92123, Esgil Corporation, 9320 Cnesapaske Drive, (619) 560-1468. Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: Ihe jurisdiction'r building department. Indicate on the Title Sheet of the plans, the M~B of the legal owner and naue of person responsible for the preparation of the plans. Section 302(a)7. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). Plans, specifications and calculations shall be signed by the California state licensed engineer or architect responsible for their preparation, for plans deviating from conventional vood frawr construction. Specify expiration date of license. (California Business and Professions Code). gross floor area of each element of this Specify on the Title Sheet of the plans the patio, deck and balcony. Section 302(c). project including dwelling, garage, carport, plans that this project shall comply with Title Provide a statement on the Title Sheet of the 24 and 1985 UBC, W and UPC and 1987 NEC. Submit fully dimensioned plot plan drawn to existing and proposed structures on the lot. scale shoving location, size, and use of all Identify property liner and show lot dimensions and all easements. Show location of all cut or fill slopes. Show finish floor elevations and show elevations of adjacent finish grade. Show drabe natterns with minh slones. proposed building. Section- 30i(c); -Porn,. walls, etc. included under this application. Show on the title sheet all structures( pools, Any portion of the project shown on the cite ~lan that is not included with the build in^ bermit application filed should be clenrly identified as "not included." Clearly show if the lower level is a basement or a story, based on the definitions in Sections 403 and L20. Plot the finish grade (as defined) on the elevations and dimension the distance to the floor above, for story determination. pIRBp?.mRzloA Walls closer than 3 feet to property lines openings, and shall have 30 inch parapets vhen shall be one-hour rated construction, have no the building floor area exceeds 1,000 square feet on any floor. (Table 5-A, Section 1709 (a)). Projections, including eaves, msy not extend more than 12 inches into the 3 foot setback from the property line. Eaves over required windows shall be not less than 30 inches from the side and rear pro erty lines. Section 1710 and Section 504 (a? and (b). Plastic skylights shall not be installed within 8' of an exterior wall located where openings in such exterior wall are prohibited or required to be protected. Section 5207 (a) 7. hour fire-resistive construction, heavy timk Projections, including eaves, shall be OM- or of noncombustible material if they project into the 3' setback area from the property line. Section 1710. Show location of permanently wired smoke detector, centrally located in corridor or area giving access to sleeping rooms or ab- stair if sleeping rwM are on upper level. Section 1210. A smoke detector shall be installed in tho basement of dwelling units having a stainmy which opens from the basement into the dwelling. Such detector shall bc connected to a sounding device or other detector to provide an alarm vhich will be audible in the sleeping area. Section 1210. When the valuation of 8 room addition exceeds Sl,OOO, or when sleeping rooms are created, bedrooms per item 16 above. smoke detectors ahall be provided at existing 12/16/87 2 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). Window area must be at least 1/10 of the floor area and a minim of 10 square feet per Section 1205 (a). Appears to be deficient in Openable window area in habitable rooms must be square feet. In bathrooms, laundry rooms and 1/20 of the floor area and a minimun of 5 similar rooms 1/20 of area is required and minimum is 1.5 sq. ft. (Section 1205 (a)). At least 1/2 of the cormen wall must be open and have an opening not less than 25 sq. ft. nor one tenth of the flwr 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 laart 7 feat. the loneer side is at least 65% o~en. and the porch ab& a street, yard or court: Section 1205 (a). Rovide mechanical ventilation capable of providing five air changes per hour in bathrooms, water closet compartmants, laundry windows are not provided. Section 1205 (a). room and similar rooms if required openable No habitable room, other than a kitchen, shall be less than 7'0" in any dimension. Section 1207 (c). Show that ceiling height for habitable room is a minimum of 7'6". Section 1207 (a). hallways, corridors, and bathrooms is a minh Show ceiling height for laundry rooms, of 7'0". Section 1207 (a). Dimenrion on the plans the 30" clear width for water closet c-ts and 24" clearance in front of water closet. Section 511 (a). Specify safety glaring for glazing in hazardour to such doors and glaring adJacent to walking locations such as glass doors, .glazing adjacent surfaces. Section 5106. . Glazing, in the same wall plane as a door, td 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 51106 (d) 5. f. Sleeping rooms shall have a window or exterior door for emergency exit. Sill height shall not exceed 4'' above the floor. The window must have M openable area of at least 5.7 square feet with the minimum openable width 20" and the minimum openable height 211". Section 12011. . A mezzanine is an interwdiate floor and may ' not have a floor area exceeding 33 113 percent The mezzanine floor must have a clear height of the total floor area in the room below. of 7 feet, above and below, md must have the posts and protective walls or railings not long side open to the room below except for exceeding LZ" in height. Section 1716. f mezzanine floor and is, by Uniform Building . '&e loft you show does not comply as a Code definition, a story. Section 1716. FXrLs. sIAmwfs. Am RlcILTlzs . Floors above the second story shall have not one exit if such occupied ara are less than 500 square feet and located no higher than Wdiately above the second story. Section 3303 (a). . Raquired exit dooruays shall be not less than and shall be capable of opening at least 90 degrees. Section 3304 (e). f porches, balconies, and open sides of stair . Provide 36" high protective railing for landings. Openings between railing shall be less than 6". Section 1711. Show how guardrail connection details axe adequate to support 20 pounds per lineal foot at a right angle to the top rail. Table 23-B. . Provide stairvay and landing details. Section /f6 3306 (b) h (e). Mimum rise is 7" and minimum nm is 11". occupants, or serves an unoccupied roof, rise may be 8" mimum and run 9" minimum. ,$. Minimum headroom is 6'6". {. Minimum width is 36". . a handrails per Section 3306 (j), shall f Provide handrail for stairways with L or more risers. '* nosing of treads. Handrail shall be 30" to 34" above the The handgrip portion of handrail shall be cross-sectional dimension. . Every stairway landing shall have a dimension, fl measured in the direction of. travel, at least need not exceed 36 inches. Section 3306 (g), equal to the stairway width. Such dimenrion 3304 (i). . A door may open inward at the top step of a stairway provided the top step is not more than 7 112" lmr than the floor level. Section 3304 (h). f with Section 3306 (a): . Provide details of winding stairway complying 1. . Minimum tread is 6 inches at any point and minxmum 9 inches at a pint 12 inches from *ere the treads are Nurowest. ,'. ~axh rise is a inches. /r. Minimum width is 36 inches. 3306 (f): . Provide spiral stairway details, per Section . Spiral stairways my not be used for required exits when the area served is greater than LOO sq. ft. Section 3306 (f). for metal stairway, or submit plans and . Provide I.C.B.O. Research Report and number calculations and approved fabricator note that the stairway fabrication plans shall registered with the building departwnt or be submitted to and approved by the building official prior to installation. . In buildings over 2 stories in height, provide 314 hour fire-rated assemblies for all openings in the exterior wall below or within An exit balcony with 2 separated stairways is 10 feet horizontally of an exterior stairway. exempt. Section 3306 (1). . Openings in exterior walls belw or within 10 ' feet, messured horizontally, of an exterior stair shall be protected by self-closing fire assemblies having a three-fowtJs,-hour fire protection rating when the stair serves a floor level having openings in two or more floors below it. An exit balcony with tw separated stairways is exermpt. Section 3306 (1). *f 3 foot setback from the property lines. . Erterior stahays shall not project into the ' space under interior stairs shall be protected . 'he walls and soffits of the enclosed usable on the enclosed side as required for one-hour fire-resistive construction. Section 3306 . Within units, show that corridors have a P minimum width of 36 inches. Section 3305 (b). Section 3306 (n). (m) . B9mE roof slope.&lf?ffY IF fX@F '' :I% IN ALL Am5 I is not adequate for roof type specified. Table 32-B; Section 3203 (h). f point 12 fnches fmm where the tread. are . Minimum run is 7 112 inches measured at a the narrowest. r. Haximum rise is 9 112 inches. f. Minimum head- is 6 feet 6 inches /. The tread ut provide a clear walking area measuring at least 26 inches from the outer edge of the supporting colllmn to the inner edge of the handrail. . 'Specify roof material and application. Chapter 32. Specify I.C.B.O. or U.L. approval number for roof materials not covered in U.B.C., e.&, tile, etc. ;%tion 107. 5H& N/AJ/M(jN CLA55'0 !zfiTbw+ The maximum slope for a fire retardant built- up roof, with rock or gravel surfacing. is 3 inches in 12 inches. Section 3203 (e) 2. up roof, with cap sheet surfacing, is 1/2 inch The minimum slope for a fire retardant built- in 12 inches. Section 3203 (e) 3. Specify minimum ll4 inch per foot roof slope water. Section 3207 :a), Section 2305 (f) and for drainage or design to support accumulated Section 2511 (d) 6. Show roof drains and overflows. Section 3207. with Sections 3401 and 5207 or provide I.C.B.O. Provide skylight details to show compliance approval number. Plastic skylights must be separated from each other by at least 4 feet. Section 5207 (a) 6. Show attic ventilation. Hinimum vent area is ll150 of attic area or 1/3W of attic area if at least 50% of the required vat is at least 3 feet above eave vents or cornice vents. Shw required area and area provided. Section 3205 (c). Provide fireplace construction details or note construction to be per attached fireplace standard drawing. Orapter 37. attached to wood in Seismic Zones 3 and 4, Shw anchored veneer support and connections comply with Section 3006 (d)l and Section 2515 joints. (a). Show ties and #9 wire in horizontal IMSOZUY ~~~11s. ~haptcr 24. Show height and construction details of all Note that cleanout openings shall be provided at the bottom of all cells to ba grout filled be sealed before grouting, after inspection. in accordance with Table 24-G. Cleanouts shall Show floor and mof connections to masonry walls. Connection shall resist 200 pounds per whichever is greater. Crass grain tension or linsal fwt or the actual design load, bending in wood ledgers is not permitted. Section 2310 & 2312 (j)3A. Provide details for damp proofing the usable space exists on the interior side of the foundation walls, below finish grade, where -11s. Section 1707 (d). k Show a minh 2" air mace and flashim I /~ between planter and building'walls. Section 2516 (c) 7. ,Jd Garage requires one-hour fire protection on the garage side of walls and ceiling comn to the dwelling. Table 5-B, Section 503 (a). . All elements supporting floor above garage, have one-hour fire-resistive protection on the including walls supporting floor joists, must garage side. Section 503 (b) . Show 1 3/8" solid core self-closing door for openings between garage and dwelling. Section 503 (a). Garages are not permitted to open into a room used for sleeping purposes. Section 11W. #. 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. jd Show garage framing sections, size of header . over garege opening, lateral cmss bracing at plate line, method bracing garage front and holddowns if required. Chapter 23. NOTE: Haximan shear panel ratio is 3 112 to 1 for height-to-width . Table 25-1. . 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). ji. Provide an 18" raised platform for any FAU, vater heater, or other device in the garage which may generate a flame or spark. IPK: Section 508, vpc Section 1310 (a). h Per soils report, note on the plan the soils classification. whether or not the soil is expaiiive and. note the allmble bearing value. Section 2905 (e). A The foundation plan does not cqly with the soils report recmmendations for this project. Please review the report and modify design, Provide notes on the foundation plan listing foundations, slab and building pad preparation. the soils report reconmendation for Provide a letter from the soils engineer plan and specifications have been renewed and confirming that the foundation planr grading that it has been determined that the recommndationr in the soils report are properly incorporated into the construction documents (when required by the soil report). 1 Be soils report reconmendations excavations be reviewed by soils engineer. Note on the foundation plan that "Prior to the contractor requesting a Building Depsrtment foundation inspection, the soils engineer shall advise the building official in writing that: 0 Ihe building pad was prepared in accordance with the soils report. Ihe utility trenches have been properly .. @ backfilled and compacted, and The foundation excavations, formings and report and approved plan.!' 23. . Show height of all foundation walls. Chapter ' walls. Chapter 23. . Show height of retained earth on all foundation 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 woad shall be 6" minimum a'6 above finish grade. Section 2907 (a). Note on plans that surface water will drain away from building and show drainage pattern and key elevations. On graded sites, the top of any exterior foundation slmll extend above the street gutter at point of discharge or the inlet to a drainage device a minium of 12" plus 2 percent. Section 2905 (f), 2907 (d) 5. 89. Dhension foundation per U.B.C. Table 29A: 1 6" 12" 12" 2 6" 8" 15" 18" 3 10" 18" 24" 8" 7" Woundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. or equal. Section 2516 (c) 3. . Show foundation sills to be pressure treated, ' Section 2907 (f). fl. Specify size, I.C.B.O. number and manufacturer of power driven pins. Show edge and end distances and spacing. Section 302 (c). . Show foundation bolt size and spacing. by structural calculations, show anchors on foundation plan. Section 2312 (f), Imbedment and location of hold dm 302 (c). . If hold downs are required by calculations, 31 note on ~lan that hold down anchors mst be tied in piace prior to foundation inspection. Section 305 (e) 1. f and shear walls. Section 2907 (a). . Show adequate footings under all king walls - . Show minhm 18" clearance from grade to f bottom of floor joists and minimum 12" . Section 2516 (c) 2. clearance to bottom of girders. . Show pier size, spacing and depth into +. Show.minimna underfloor access of 18" x 24". . Snow minimum underfloor ventilation equal to 1 sq. ft. for each 150 sq. ft. of underfloor area. Openings shall be as closa 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. undisturbed soil. Table 29-A. Sectlon 2516 (e). Section 2516 (c) 1. + wall and main cross partition shall be braced I. Show wall bracing. Every exterior wood stud at each end at least every 25 feet of length with 1 x 4 diagonal let-in braces or equivalent. Section 2517 (g) 3. 1 2. Note cross bridging or blocking. Floor joists and rafters 12" or more in depth shall be supported laterally by bridging at intervals held inline. Sec. 2506 (h), 2517 (a) 6. not exceeding 8 feet, unless both edges are 12/16/87 6 1y4. 9. 105. / +. l+. lp(8. ,@a shov blocking at ends and at supports of floor joists, rafters and trusses at exterior walls. Section 2517 (d) 3, 2517 (h) 6. Shov double joists. Floor joists shall be parallel with the joists. Section 2517 (d) 5. doubled under bearing partitions rUnning Bearing partitions, perpendicular to joists, shall not be offset from supporting girders, beams, valls or partitions, more than the depth of the joist. Section 2517 (d) 5. not mre than 4 feet on center and be just Shov rafter ties. Rafter ties shall be spaced above the ceiling joists, vhere rafters and ceiling joists are not parallel. Section 2517 (h) L.' Shov rafter purlin braces to be not less than L5 degrees to the horizontal. Section 2517 (h) 5. Show 112" minh clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading vi11 be as designed). Shov double top plate vith minimum 48" lap splice. Section 2517 (g) 2. 3 3 110 Show nailing will be in compliance vith Table 25-Q. 111 Show or note fire stops at fAe following locations per Section 2516 (f): In concealed spaces of stud walls and partitions, including furred spacer, at the ceiling and floor levels and at 10 foot intervals along the length of the vall : @ at all interconnections between conceal& vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; 0 In concealed spaces betveen stair stringers at the top and bottom of the mn Md between studs along and inline vith the run of stairs if the valls under the stairs are unfinished; and @ chimneys, fireplaces and similar openings in openings around vents, pipes, ducts, vhich afford a passage for fire at ceiling and floor levels, vith noncombustible materials. 0 112. Shov stud size and spacing. PLaXimum allovable stud heights: Bearing wall: 2 x4 and 2 x 6 mu. IO'; Non-bearing: 2 x 4 mu. 14', 2 x 6 mu. 20'. Table 25-R-3. supporting two floors, a roof and Table 25-R-3. mist be 3 x 4 or 2 x 6 at 16" O.C. . 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). 9 connections and reference the detail to the . Detail all post-to-beam and post-to-footing plan. Section 2516 (m). Datail shear transfer connections, including roof and floor diaphraps, to shear walls. Section 2513. Specify nail size end spacing for all shear valls, floor and roof diaphragms. Indicate required blocking., Maintain maximum diaphragm Section 4713 (d)]. dimension ratios. [Tables 25 I, J, K and - of three story building. ~ Table 25-R-3. . Show 3" x 4" or 2" x 6" studs in first story and truss calculations Specify truss identification numbers on the plans. plan. Section 2.02~). 0. Provide roof tram plan end floor frsrning p. Provide framing sections through / Section 302 (c). +. vide. Section 2517 (g) 5. n Specify all header sizes for opening over L' V 123 Provide calculations for main vertical and horizontal framing uanbers and post footings. Section 302 (a). 0 124 Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (b) . 12116187 7 developed in the stNCtura1 calcuhtions. show on the plans all structural requirements end.) Section 302 (c). (See coments below or at . 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 stnzctures shall be supported by concrete piers or metal pedestals projecting above floors unless approved wood of natural resistance io decay or treated wood is used. Section 2516 (c) 4. project at least 8 inches above exposed ground Individual concrete or masonry piers shall unless the columns or posts which they support are of approved wood of natural resistmce to decay or treated wood is used. Section 2516 (c) 4. f 22" x 30". Section 3205. 8. Show location of attic access with minh size ' units in a duplex. Section 2516 (f). 9. Show draft separation for attic areas between n u index . Table 25-N. 130. Specify plywood grade and peel identification lp. when roof pitch is less than 3:12, design ridge 1 2. If foundation cripple wall studs are less than 14" high, framing shall be solid blocking. Section 2517 (g) 4. lf3. Cripple wall studs exceeding 4 feet in height shallbe 3 inchbv4 inch or 2 inches bv 6 as a basm. Section 2517 (h). Section 2517 (g 4 inches when s ugpo*ing 2 stories. Show plywood sheathing over exposed eaves, or other weather exposed areas, is exterior grade. Section 2516 (i). 135. Show a weep screed at the foundation plate line on all exterior stud walls to be stuccoed. Section 4706 (e). $6. Detail rWs layout for 30" x 30" attic access, if required for equipment in the attic. 2517 (h) 3. In open beam construction, provide strap ties across the beams at the ridge support. Section 2501 (a). All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. Show the size, location and type of all heating and cooling appliances or systems. Show source of combustion air to furnace, per ?+. olspter 6, WC. 1 1. Every dwelling unit shall be provided with room temperature of 70 degrees F. at 3 feet above the floor in all habitable rooms. Show basis for compliance. UBC. Sac. 1211. J heating facilities capable of maintaining a . Show minimum 30" deep unobstnzcted working space in front of furnace. Section 505, WC. Note on plans, "clearances to be per manufacturer's listing." Section 504, WC. 9 bathroom or in a closet or confinad space with . Turnace shall not be installed in any bedroom, access only through such rm unless furnace or electric heating appliance. specified as direct vent appliance, enclose3 Section 704 WC. - . Show I.C.B.O. approval number for prefab Show access to the attic or underfloor furnace to ba minimum 30 inches by 30 inches. Section 708 h 709 UMC. 0 0 0 147. Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide. Section 708 UHC. 148. Show permanent electrical outlet and lighting fixture controlled by a switch for the attic furnace. Section 708 UHC. 149. Show details to comply with Section 709 for furnace under the floor, or Section 710 for . roof or outside furnace. Note on plan: Gas vents and non-combustible pxping, in walls, passing throqh three floors or less shall be effectively draft stopped at each floor or ceilin . UBC, Section 1706 (a! 6. 1903. 1. Provide dryer vent to outside. UHC, Section All wiring shall comply with the Natio-1 Electrical Code. 1 2 Show on the plan the amperage of the electrical 7 * service, the location of the service panel and the location of any sub-panels. electrical receptacles. locations andlor spacing 16 not adequate in I+. Show at least one convenience outlet other than outlets for laundry, etc., outdoors, in garages 0 and baseman-. NEC, Art. 210-52. 156. Note convenience outlets in bathrooms, kitchen counter top(6) within 6 feet of the kitchen rink, outdoors, and in garages and baremants shall be GFI protected. NEC, Art. 210-8. (other than for laundry and similar equipment) . Note electrical system givund to be provided Ir"l per NEC, Art. 250-81. 0- IR0I"aog~ 158 Show water heater size, type and location on plans. UPC, Section 1301. Show source for providing combustion air to an enclo- are used, at least one-half of the fuel burning water heater. If wall openings in required opening area shall atend into the upper twelve inches of the enclonve and one- half within the lover twelve inches. UPC, Section 1307. . Fuel combustion water heater shall not be Id. installed in bath or bedroom or in a closet opening into bath or bedroom. UPC, Section Provide adequate barrier to protect water heater from vehicle damage. UPC, Section 1310. 2. Show T and P valve on water heater and show 1309. td route of dischage lfne to exterior. UPC, Section 1007 (e). prevention devices. UPC, Section 1003(h) h (0. I#. Show shower stall cnn accDmPodate a 30" circle IJPC 909 (a). and has a minimum floor ared of 1,024 sq. in. 1 5. Show details of duplex comon (party) walls and floorlceiling assemblies to achieve a Sound Transmission Class (STC) rating in walls of 50 decibels and an lmpact Insulation Class (IIC) rating on floorlceiling of 50 decibels. Title 25. 6. Show how penetrations of assemblies for bathtubs, soffits, or heating ventilating, or exhaust ducts shall be sealed, lined, or insulated to maintain required sound transmission rating. Title 25. electrical devices, recessed cabinets, 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. - - Permit applications received after June 30, 1988, are regulated by the new Residential Energy Standards. Provide plans, calculations end worksheets to show compliance. lbe new regulations require a properly completed and properly sipad Form W-lR to be plans or "sticky backed" on the plans, to either imprinted on the plans, taped to the allow the building jnspector to readily compare the actual construction with the requirements of the approved energy design. 170. Section 1103(a)l, Title 24, states that Form responsible for ita preparation. The signer W-lR shall be signed by the perron shall be a civil engineer, aechanical engineer, electrical engineer, architect, general tuilding 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 Rofessionr Code to sign such doccrments. Documsnt signers are subject to the limitations in Division 3 of the Business and Professions Code. Please provide the signature. 0 7/29/88 9 6 171 All energy items shown On the phns mst be in agresment vith the information shorn on the properly completed Form W-lR. 412. Specify n th mandatory9 energy conservation requirsments as e buildb ~lepr all of the listed on the enclosufe titl~d. 'hdatory Enem Conservation Reaur-. 3. Show the make, model and efficiency of the space heating (or cooling) syrtea and provide heat loss calculations if the output exceeds 45,000 BTUIRr. . For room additions, show that the glazing area '7 of the addition does not exceed 16% of the newly-conditioned floor area, p!ys glazing removed or relocsted due to the addltlon. 17'5. Sea additional corrections below or at end. 176. Ensrgy conservation design should be for Zone -. 7 See attached energy packages. i policy). 7. Floor drains mst have auto-prima (city fans cannot bi ductless type (city units uust be pre-plumbed for Jacks uust be installed" where the water heater future solar water hesting. Note "two roof the most south facing mof (City Ordinance No. is in the one story garage and directly below 8093). Note "two 314" coppsr pipes mst be insalled to the most convenient future Solar pel location when the water heater is not in a one story garage and is not directly below the mast south facing mof. (City Ordinance No. 8093). All piping for present or future solar water heating rmrt be inrvlatedwhenin- that (city policy). are not heated or cooled by aschanical mea^ ? attached Policy 80-8, where interior living 2. Incorporate the waterproofing details, on the space occurs below grade at the maronry wall(s). information required by the attached . Show on the Title Sheet on the plana, the Developmental Services Sheet 112383. . All new residential buildings, including additions, require a soils report. Please submit tvo copies. Heavy timber framing, minimum 6" x 10" beem and minimm 8" x 8" post, for the structural beam and column supporting the fire separation betveen the garage and living area above, is policy). acceptable if shm on the plana. (city Retardant roof on all structures (k. 6. UBC Adopting Ordinance 8792 requires Fire 3203(e). 18.04.230). Show compliance with UBC Section City Ordinance 9792 requires two parking spaces/unit vith clear area of ZO'xZO' i.e. no vashing dines, etc. Show compliance. 188. Please see additional corrections, or remarks, on the following page. 0 'he City of Carlobad has contracted with Ebgil Corporation located at 9320 &erapsaka Drive, Suite 208, SM Diego, California 92123; telephone number project. If you have MY questions regard% these of 619/560-1468, to perform the plan check for your plan chdc itens, please contact 5Y&D AL€€W. at Esgil Corporation. If you have any questions contact Mer Darnell at the City of Carlsbad, 1200 Elm Avenue, telephone 6191438-1161. regarding city Building permit procedures, plsare - You. pnclosurep: J. 7/29/88 10 Date:- ' CITY OF CARLSBAD SYM> h"l Prepared by: 0 Bldg. Dtpt. VALUATTON AND PLAN CHZCK TEE Esgil PLAN CHECK NO. 88-113/ BUILDING ADDRESS 27559 WoMm APPLICANT/CONTACT ALE$ VMGfl PHONE NO. BUILDING OCCUPANCY A- 3 DESIGNER PHONE TYPE OF CONSTRUCTION v-d CONTRACTOR PHONE . To tal Value euudinq Permit fee I Plan Check Fee Plans received by Esgil after July 31, 1987 shall have permit and plan check fees calculated per 1985 UBC. SHEET OF 12/07 Dattr/2/7/@ CITY OF UWSBAD Prmared bvt 0 51Cg. Dept. 8 Esgil PLAN CHECK NO. 6~- 113 I BUILDING ADDRESS 2-73? AaodHm APPLICANT/CONTACT Aw VAR~A- PHONE NO. SUILDING OCCUPANCY z- 3 DESTCNER PHONE TY?3 01 CONSTRUCTION V- A! CONTRACTOR PHONE 3UILDING PORTION BUILDING ARa MULTIPLIER VALUE VALUATION I 1 I I t 1 J I To tal Value Building Permit Fee f Pl8n Check fee I s Plans received by Esgil after July 31, 1987 shall have permit and plan check fees calculated per 1985 UBC. SHEET OF 12/87 ENGINEERING CHECKLIST 3-30-89 '7 Item Complete Plan Check No. 88/6&- Project Address: 2739 &&ora Project Name: &, Field Check Date: 0 Item Incomplete - Needs Your Action €40X P&"*dC<=. 1,2,3 Number in circle indicates plancheck number that deficiency was identified By : L 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. 2. Show on Site Plan: Finish floor elevations rade adjacenabuildi fnd propose- @ri patterns. n do dd 0 do odo ado 0 do 0 d,n 0 do 3. Provide legal description of property. 4. Provide assessor's parcel number. PERMITS REQUIRED Grading 5. Grading permit required. (Separate submittal to Engineering Department required for Grading Permit). 6. Grading plans in plan check PE 7. Need the following completed prior to building permit issuance: A. Grading plans signed. 9. Grading permit issued. C. Grading completed. D. Certification letter and compaction reports submitted. E. Grading inspected and permit signed off by City Inspector. 8. Right-of-way Permit required for work in public right-of-way (e.g., driveway approach, sidewalk, connection to water main, etc) . 9. Industrial Waste Permit application required. To be filled out completely and returned to Development Processing. . / ,. FEES REQUIRED 10. Park-in-Lieu fees required. Quadrant: - , Fee Per Unit: - , Total Fee: - 11. Traffic impact f e re uired. Fee Per Unit: $670 , Total Fee: # 4,705 . @&a 12. Bridge and Thoroughfare fee required. Fee Per Unit: $.5^39" , Total Fee: &.sso* . 13. Public fatilities fee required. 14. Facilities management fee required. Fee: .$L 3/0 15. Additional EDU's required: A&@ - 4.5 kp 16. Sewer lateral required: & Sewer connection fee: Sewer permit no. - LCWO REMARKS: c- WF dLbn14 ~7 APW&~.~)I)D~& d Z+ BV mm ~6 G pmbe W1it.i- 7% LDCS~,,A OF WE msrdrJb SLOPE.W\SC,C*M~~ AP~W 12~0 ok/ 059.55J~7h I - Y O.K. to issue: <// 7/97 check, please call the Development Processing Department at 438-1161. If you have any questions about any of the above items identified on this plan PLANNING CHECKLIST Plan Check No. @2,/&Y% Address 2739 &%N@d/w Type of Project and Use 5FD Zone - Use Allowed? YES A NO - #* ~m Setback: Front Side Q& Rear 22 Facilities Management Zone 6 School District: San Dieguito -2 Encinitas - / Carlsbad - San Marcos Discretionary Action Required YES NO L Type - Environmental Required YES - NO Landscape Plan Required YES - NO A Comments do 0 Coastal Permit Required YES NO p( OUCI Additional Comments CALCULATIONS STRUCTURAL Azahar st. Residence Job #8&3"198 - 6 Sheets 4/27/88 SANNMANN ENGINEERING, INC. DBA (619) 223-1401 CONSTRUCTION ENGINEERING 4441 VOLTAIRE ST JOB NO. 2198 - ]. SAN DIEG0,CA. 92107 619 223 1401 :~X:~*bY**:~************LX*%*********XX*****:~:~*******Y***Y**************** CALCULATIONS REQUESTED BY CLIENT FOR THE PURPOSE OF MEETING THE CONSTRUCTION ENGINEERING HAS PERFOMMED SPECIFIC REQUIREMENTS OF PLAN CHECK BY PERMITTING AUTHORITIES. THESE ITEMS, CALCULATIONS. NO FURTHER WARRANTY, EITHER EXPRESSED OR IMPLIED, IS AND THESE ITEMS ONLY, HAVE BEEN ADDRESSED IN THE FOLLOWING HEREBY GIVEN, AS CONSTRUCTION ENGINEERINU HAS FOCUSED IT'S INVOLVEMENT ONLY FOR THESE SPECIFIC ITEMS. J ,,' - /iE==: CONSTRUCTlON ENGlNEERlNG ? CONSTRUCTlON ENGINEERING .. / I, CONSTRUCTION ENGINEERING SAN DIEG0,CA. 92107 4441 VOLTAIRE ST. 619 223 1401 CENTER SPAN ft : W-DL #/ft: W-LL #/ft: Wp-DL #/ft : up-LL #/ftl X-L@f t ft : X-Right ft : """ F-1 DL lbs : P-1 LL lbs : x- 1 ft : F-2 DL lbs I F-2 LL lbs : X-2 ft : P-3 DL lbs : P-3 LL lbs : X-3 ft : CANT. SPAN ft : Wp-DL #/ft: X-Lef t ft ! X-Right ft : P-1 DL P-1 LL lbs : lbs : x- 1 ft : F-2 DL lbs : P-2 LL lbs : """ up-LL #/ft: """""I"""" ~""""_,"""" 1.25 2.25 I I > BEAM DEPTH in : > BEAM WIDTH in : 5.5 3.5 15.50 13.25 , "-"" , """_ 1,450 95 1. 7E+06 1 . 00 ',/ / /' CONSTRUCT I ON ENGINEER I NG 4441 VOLTAIRE ST. SAN DIEG0,CA. 92107 61.3 223 1401 I 'I i .I .......................................................... i I REACTIONS i Left : DL lbs : 1 , C80 1,470 3 1 I LL lbs : 2,240 1,960 '33 1 Right : DL lbs : 1 , 680 1 ,470 '3 1 LL lbs : 2,240 1, 960 Ja1 ""_"""""",""""","""","~"" """"""""_,"""""~""""~"""- ,- " STRESSES : Cf- Depth I 0.972 0.989 I. 000 ""_ Fb: Allow psi Fb: Actual psi Fv: A1 low psi Fv: Actual psi DEFLECTIONS CENTER SPAN : """ > X-Dist. ft i DL Dcfl in L / Defl. LL Defl in L/Tot Def 1 . L / Drfl. 1 , 579 1,854 1 , 450 1 , 4'35 1,407 1 , 357 106.3 118.8 95.0 62.8 95.8 79.1 :"""""'""""I-"""" i 14.0 7.0 7.0 I 0.608 0.149 0.037 553 1,130 4,524 I 0.810 0.198 0.380 415 848 442 237 484 403 CANT. SPAN : i X-Dist. ft : 0.00 0.00 0.00 DL Defl. in : 0.000 0.000 0.000 LL Drfl. in I 0.000 0.000 0. I300 ....................................... 33 2Lx : VQ/<LZ : /4qoT7m+Z? - - 6LM SAN MARCOS ENGINEERING Civil Engineers 370 Mulberry Dr. Suite E SAN MARCOS. CALIFORNIA 92069 JOB SHEET NO. OF 23 CALCULATEDBY DATE /- /z -39 (619) 744-0111 CHECKED BY DATE ............... ............. .Ln~/>~e~d7TY/ss; .............................. .........,...... .......... 'TTU1Ss..DL f ...................... I .......................... .. ............ . . CNC I.. -I ..... ... '2"py?4 ........ "fU55 .. .................... ... ........................ mi5G ............ 1 .............................. r ............................................................................... 2 3 PJ-7 ......... ................................... .............. ..................... ............................................................. ..... R~0OJ.L L 1.. 5/0,&'e Y:.JC . 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CALIFORNIA 92069 370 Mulberry Dr. Suite E (619) 744-0111 SHEET NO. CALCULATED BY DATE I- 12 -84 CHECKED BY DATE ................ .................... ..... ......... ............... CQM/d USC 4x 0 .=~ ; ........................................ ........ f 4 = /D 3Z;,; ,& = 7 7y!() ....... ........................................ ... ................ w - (23t4 (zp.55 1 (I/L) - ,425 PK .. .... ........ .~ &8204 I. &~LWB.W&L, SAN MARCOS ENGINEERING Civil Engineers SAN MARCOS. CALIFORNIA 92069 JOB SHEET NO. OF 23 370 Mulberry Dr. Suite E CALCULATED BY 74 DATE /-/i?--q (619) 744-0111 CHECKED BY DATE- SCALE ........ ~ .. ~ ~~~~' .~~,~~~ ....... ...... .......... 9 ..................................... 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CALIFORNIA 92069 I 370 Mulberry Dr. Suite E CALCULATEDBY DATE 1- /z -Bq (619) 744-0111 CHECKED 8V DATE ............. .Y-t?&== ................................ y -/ .. .. 47< ~ w, / ................................. ................... .... a;& '' . /& /or3 /SZ5@ .. ....... , ..... .......... ....................... z=? ........... B .. 825. - €L i .......................................... .......................... ........ .................................. .......... .. ...... ... .. ... ........... ....................... ,. ........... .. ....................... ....... ..... ............ ............ ....... ..... .................... ~ SAN MARCOS ENGINEERING Civil Engineers 370 Mulberry Dr. Suite E SAN MARCOS. CALIFORNIA 92069 JOO SHEET NO. 15 .,i CALCULATEDBY DATE I- /Z-3? 7" ., (619) 744-0111 CHECKED 8Y DATE ........... ............................ .. , .... ................................ .. /%-/I (Z='I%). 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CALIFORNIA 92069 370 Mulberry Dr. Suite E CALCULATED0V A DATE /e 1' (619) 744-0111 CHECKED SV DATE ........................ ................ ........................ .......,... ....................................... .............................................. 8-9 ....... ( ! ......... SA .).. . .. L- ... 5 .z 3 4. .......................................................... ............. ................................ .*= . (*) 15- S (,& f ,391 = / /o .,// .. ~ .............. : ........ 1/2.c ...... .................................................................. ..................................................... .................................... .......... L .................... ............................ ..................................................................................................... ............ ...................... I 7-/6 ... ,("?..e I ......... 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VLUw ..L I ............................ /mJ) (Z'<)~'''"- 6. .Z.P .4 ........ - .................. .................... ............................... ................... ..... ....................... ........................... w. .... ..? (!m)(j& j (I' / . 5 .. / 3 3-J . A& ..... #u.: .................... /L ........................... i .......... I.. . .. '. . . . .~ _. , . ._,,.. ., . .. . ,...,_. "..... _.. ,"_. . . .. +. 19 I IY 20-10-0 w I 4 . i: "Y c; . I m 0 E . . . .. ,* ..I", I _..,.._. ."I.....". ._ . ..L _.^ ," .._, .. NN ! 4;- f .ii; 8% Y I I 3NI Sn~lndW03:hE lN3S .- ! Md6S:S 68-? -2 ! I .. "- -_ f III i 20-Lo-0 u I' I SAN MARCOS ENGINEERING, INC. WN MARCOS. CA 92069 370 MULBERRY DRIVE. SUITE E (619) 744-0111 Clvtl Engmeering 0 Plannning Land Dewloping Surwying Soils and Foundation Engineen September 18, 1989 #E8204 J.C. Construction 8385 Miramar Mall San Diego, CA 92121 Attn: Jim Grettenberger RE: 2139 ARGONAUTA, CARLSBAD Dear Jim, This is to confirm our telephone conversation this morning regarding the equivalent shear panels with nailing spacing greater than 3 in O.C. Attached you will find a copy of the original calculations with the equivalent shear panels for walls 2-15, 1-14, 11-10, 16-12, 17-9 and 4-5 all at the Wall Schedule. first floor level. You will also find a copy of the Shear Regarding the circular sections of the exterior wall at the front of the house, they are not considered a part of lateral force resisting system. Therefore, they are not considered shear walls and they do not have to meet any shear wall schedule requirements. However, in order to assure their structural integrity, and due to their openings, they should be tied together with metal strap please contact me. ties such as Simpson ST'S. Should you have any questions Very truly yours, FJJ:mo BB Z&+ ; k&y~ ; kg&w.v,h -6bdd 370 Mulberry Dr. Suite E CALCULATED SV /@ DATEA-~ SAN MARCOS ENGINEERING Civil Engineers SAN MARCOS, CALIFORNIA 92069 JOB SHEET NO. OF 23 (619) 744-0111 CHECKED BY G- 40 *&y DATE. SCALE .............. ., ,. : . . .. .... ...... ... .. .... ." ..... .................. .. ........... .. 'j 2-15, (/?:.FL). 'L- /1t,5-=./6/L . j I .. ... .. ...... 2 ..... . ., ..... ... ... ... .... .. OTrn = (z3L) * z- 3y) (&).f (/3Sj(cz 2- 37(/,/ = /SB, bJ//.G ... ... ... ..... ...... ... .... ......... I, mmri mir uun, Mm Ol4il. SAN MARCOS ENGINEERING CALCULATEDBY DATE CHECKED BY A $2- 20-89 DATE- . .. . . . . . , . . . .. . , . .. . . 59 a e: yc,/q4 ; /4qqp?oqp. -G/G-. SAN MARCOS ENGINEERING Civil Engineers 370 Mulberry Dr. Suite E SAN MARCOS. CALIFORNIA 92069 (619) 744-0111 JOB SHEET NO. zD OF 23 v ~ CALCULATED BY /' DATE / ~ /2 -49 5 e-7.3-eq CHECKED BY DATE- ..... ........ ... ...... ..... .. ...... , SlaUnmnmlE. h. - 01111. Allow Shear/ PLF 100 1zi 150 BBZD5f; : ~YBLIILI~, c//cdd SAN MARCOS ENGINEERING 370 Mulberry Dr. Suite E Clvil Engineers SAN MARCOS. CALIFORNIA 92069 JOB SHEET NO. 'D OF z7 CALCULATEDBY DATE / -/z -&5 (619) 744-0111 CHECKED BY DATE. /7 1307 W. Sixth St. No. 114 Corona, California 91720 Tel. (714) 734-1302 June 23, 1987 Mh. Mike Bhubeck Edcondido Rood Th~dd Co San Mancod, CA 92069 P.O. Box 1625 RE: Thudded dUppOh.thg A.C. loadd Deah Mike: Standahd CompuThub engineehing id adequate to duppont up to l50l pen thud6 due to mechanical loadd. 16 the 150U load hequihed. 16 the 150u load daleb 066 panel, attach a 2x daltd at a panel point, no hevidion to the engineehing id add-on, dame bize and gkade ad top chohd, to panel supponting Load with 16d naild at 12" oc. 16 thehe ahe any duhtheh qu'edtiond hegahding thid matteh, pleaae deel dhee to call. Veay thuly youtd, &Ott I; Vice Phebident COMPUTRUS, INC. t. CahhOel, P.E. . August 25, 1988 JOHN VERNON & ASSOCIATES 1859 S. ESCONDIDO BLVD. ESCONDIDO, CA 92025 Mr. Alex Varga 15617 Ave. Alcachofa Rancho Bernardo, CA 92128 Ste D ?!ELI!?Z?!-"-!?Y GEOTECHNICAL REPORT Site: 2739 Argonada La Costa in Carlsbad To whom it may concern: This is to verify that we have investigated the footing soils ","<:+<"v..- "_. -._". -7 .... ;-. __: , ,_ i .. , ,. ~ . J , . .?. , ,1 , ,.. " considered potential development plans for the above site. The natural terrain slopes gently to the NW and has been subdivision graded. ., The native soil is loamy clay, over formation bedrock. It is moderately expansive and will not be detrimental if the following recommendations are followed. It extends to a depth of one to three feet, is firm and dense in its existing state and should afford acceptable 'foundation material for the proposed use. The subsoil is a brown silty clay stone, very hard inplace with varying degrees of fractures and breaking to a blocky texture. It is volcanic and becomes more dense with depth. No ground water should be encountered. Surface drainage should be directed to natural drainways, easements or street drainage. Canyon Fault is approximately 12 miles S.W., Elsinore fault is There are no known faults located close to the site (Rose approximately 30 miles to the NE). PROPERTY DEVELOPMENT ENGINEERS, INC. ENGINEERING SOILS TESTING * SURVEYING .. The proposed ca,nstrul;tiol~. k;ill consist of minor lrveilliy existing pad which can be accomplished quite satisfactorily on the site, as regards soil adequacy. The top 6" of sod and rootzone material should be striped and used only for landscape areas. Imported fill material used within 3' of footings or slab areas should be nonexpansive select material. We recommend that the continuous footings of the structure be reinforced with at least two #4 bars top and 2 bottom (total of 4) as minimum reinforcement and that the slabs be reinforced with #3 bars at with 6 mil visqueen sandwiched in a 4" clean sand blanket. An 24" on center both ways. All indoor ~Jahs shc1:l.i 1-0 nnderlain allowable soil bearing pressure of 1500 psf may be used for design of footing sizes. Active and passive fluid pressures of 40 (60 for restrained) and 300 pcf, a friction factor of .3 and a dry unit weight of 125 pcf should be used for wall design. A lateral bearing of 300 psf/ft. may be used for po!e design using flagpole formula (UBC 2907 f.). Step footings onside slopes should be a minimum of 24" deep and have positive drainage sloped away. All foundations shall have a minimum size as determined by table 29-A of the 1Jniform Ruil.dinn Cnd- with 7.. 1"" -:n!mv 6iepxh. to riie The above specifications should take presidence where these requirements exceed prior report requirements. Ordinance of the County of San Diego and the attached Standard The grading should be done in accordance with the Grading Special footing design will be recommended if necessary at time Specifications for the Placement of Compacted Filled Ground. grading is completed and footing trenches are excavated. We will be available for prejob conference and certification testing at notification when the grading work is scheduled, and at the time footing excavations are made. John E. Vernon RCE 21121, GE 858 Exp. 9/30/89 See attachments: (1) Standard Specification of Placement (2) Maintenance Guidelines for Homeowners (3) Prior Soils Report of Compacted Filled Ground La Costa Land Company Costa Del Mar Road Rancho La Costa, California 9203 September 10, 1 973 Subiect: Project No. 71-3-24D Grading Permit No. L-5970 Final Report on Compacted Filled Ground And Classification of Soil Conditiom Lots 585 to 665, inclusive 712 to 717, inclusive 736, 737, 739 740 and 742 And Certain Street Aw-c 725, 726, 728, 729 RECEIVED SEP2 4 1973 ,La Costa &leadom Unit Carlsbcd, California Gentlemen: This is to report the results of tesk and filled ground placed on certain areas of Lots 585 to 665, inclusive, 712 to 717, inclusive, 725, 726, 728, 729, 736, 737, 739, 740, and 742 and certain street areas of La Costa Meadows Unit"m6. 4 in Carlsbad, California. The fills were placed during the period between March 17, 1971 and May 10, 1973. Certain lots of this subdivision were not graded during the above period ond the classification of the expansivesoil anditions presented herein pertains only to those lok graded to level building pads during this initial site development. The approximate area and depths of filled ground placed under our inspection in accordance with the approved specifications are shorn on the ottached Drawing No. 1, entitled ''Location of Compacted Filled Ground." The grading plan used for the placement of filled sround wcs prepamd by Rick Engineering Company and approved May 18, 1971. The approximate locations at which the tests were taken and the final test results are presented on pges T-1 to T-19, inclusive, under the "Table of Test Results." The laboratory determin- ations of the maximum dry densities and optimum moisture contenk of the major fill materials are presented on pages T-20 and T-21, under the "Laboratory Test Results." Some of the maxi- mum dry demitles shown in the "Table of Test'Results'' were combinations of these. The tak were taken during the weekly periods indicated an the following page. " . . Test Number Week. Endinti 1 to 16, inclusive 17.to 38, inclusive 39 to 43, inclusive 44 to 45, inciu:ivc 4.5 and 47 48 to 50, inclusive 51 to 95, inclusive 96 to 138, inclusive 139 to 167, inclusive 168 to 220, inclusive 221 to 273, inclusive 274 to 328, inclusive 329 to 391, inclusive 392 to 452, inclusive 453 to 500, inclusive 501 to 572, inclusive 573 to 580, inclusive 581 to 615, inclusive 616 to 626, inclusive 627 and 628 629 to 6537. ~rlc!~f-:\w 637 and 638 632 to 636, inciusive March 20, 1971 Morch 27, lC7i April 10, 1871 Mcy i;, 1 :,' ! ;\:cy i 3, 1 ;, ; .. . ~ .. July 17, 1971 March 4, 1972 March 11, 1972 March 18, 1972 March 25, 1972 April 1, 1972 April 8, 1972 April 15, 1972 April 22, 1972 April 29, 1972 May 6, 1972 by 13, 1972 Mq 20, 1972 June 10, 1972 June 17, 1972 l!!f.., 30 1077 c 19;s May 12, 1973 MOY a, The final results of tests and observations indicate that the compocted filled ground has been placed at 90 percent of the maximum dry density or greater. It ha been determined tEat the'-. fill materials, compocted to 90 percent of the maximum dry density, hove a safe bearing value of 193-qpounds per square Foot for one foot wide continuous footings founded at a minimum depth and placed five feet or more inside the top of compacted Filled ground slopes. If footings are placed closer to the exposed slopes than 5 feet inside the top of mmpac!ed filled ground slopes, these should be deepened one foot below a 1 1/2 horizontal to 1 vertical line projected outward and downward from a point 5 feet horizontally inside the top of compacted filled ground slopes. Tests indicate that the compacted filled ground is odequote to satisfoctorily support the proposed wood frame dwellings without detrimental settlements. .. . \- -siye clayAiIty clay,ond sandy clay soils were placed in the upper three feet in certain ampacted fill orem and also exist in the upper three feet below finished grcde in certain cut areas. The final clasifications of the soil conditions existing on the level sraded lot areos are presented an the following page. .. I .L 1. Avoid the use of isolated interior piers. Use continuous intercannected reinforced footings throughout, and place these ct o minimum depth oi 24 inches below the lowest adjacent exterior final ground surface. Where in-place rock conditions exist ot shcllower depths, then le= depth oi ex- cavation is permissible to o minimum of 12 inches. 2. Reinforce and interconnect continuously with steel ban all interior and exterior footings with one $5 bar at 3 inches obove the bottom of he footings ond one $5 bar placed 1 1/2 inches below the top of the step: of the footings. 3. Raised wooden floors that span between continuous footinos ow 5~:t. cf . .. b.2 - .I_. __ .i .,.. _."_ ,,,.., *I .C", I.'",-lv, lii wCl~-c-; '*,it2 :c>,,c. A minimum of 4 inches of crushed rack 3/4 to 1 inch in size should be placed beneath all concrete slabs cnd covered with a moisture brier, TW inches of clean sand should then be placed over the moisture barrier and below the bottom of the slob. 4. Separate gcrage slabs from perimeter footings by a 1/2 inch thickness of construction felt or equivalent, to allow independent movement of gcragz slabs reiotive to perimeter footing. &sure complete separotion by extend- slab. Also, cut off the gcrage door stops at least 1/2 inch cbve the slcb. -. ?i. , . I , -. -:at ' ing the felt over the full depth of the front thickened edse of the garcge 5. . Provide positive drcinage cway from cll'perimeter footings with c vertical fall of at least 5 inches in a horizontcl distance of 5 feet outside the !lou:e walls. ,- .. i .L . . JOHN VERNON &ASSOCIATES 1859 S. ESCONDIDO BLVD. ' ESCONDIDO, CA92025 TEL. (619) 743-8808 STANDARD SPECIFICATIONS FOR PLACEMENT OF COMPACTED FILLED GROUND Objective: Obtain filled ground which is uniform and has adequate internal strength to support any structures proposed. The method by which this is obtained is described herein. Preliminary Procedures: 1. 2. 3. Permits - Owner shall ascertain the grading permit requirements of the agency whose jurisdiction covers the land on which the grading is to be performed and shall be responsible for complying with them. Water - An adequate water supply shall be provided so that compaction of filled ground will not be delayed. Soils Engineer - A soils engineer shall be retained to provide direction in grading, testing for compaction and certification that the grading complies with grading ordinances and with approved grading plans. Grading: 1. Clearing and Grubbing - All natural surface which is to be covered by filled ground, excavated or needed for brow ditches, swales or other grading appurtenances shall be cleared and grubbed. Trees, shrubs and grass, as well as graded. Cleared material may be disposed of as approved by organic overburden shall be removed from the area to be of trees, shrubs or other organic material. the local controlling agency. No embankment shall consist 2. Natural Ground Preparation - Natural ground shall be excavated from beneath embankment areas to solid material, the exact depth as determined by the soils engineer. This material shall be brought to proper moisture content and recompacted to not less than 90% maximum density as determined by A.S.T.M. D-1557-70. PROPERTY DEVELOPMENT ENQINEERS, INC. ENGlNEERlNG.SOlLSTESTlNG~SURVEYlNG R -1- Any existing fill which has not been certified must be removed and recompacted. If the slope of the existing ground exceeds 1' vertical in 6' horizontal, a bench cut level, 10' wide shall be excavated at the toe of the fill. This will allow the embankment to be placed on a horizontal base for more uniform compaction. 3. Embankment Placement - Fill material should consist of native or importted material which has been brought to the optimum moisture content. Material to be used for providing they are evenly distributed in the soil mixture embankments may have rocks with diameters greater than 12" not consist of, or be founded on, large rocks. Although and are at least 3' below finish grade. Fill slopes shall rocks may be placed along the outside of the toe of the fill slopes. Rock placement in embankments shall be under direct supervision of the soils engineer. Embankment material shall be placed in layers varying from 6" to 12" deep depending on soil type, and compacted by 90% of the maximum density as determined by A.S.T.M. suitable compactive effort to a density or not less .than D-157-70. Moisture content and depth of layers shall be determined by the soil engineer at the time of grading, and shall be updated whenever embankment soil types change. As the embankment increases in elevation new benches shall be cut into original ground. Benches shall be at least 6' horizontally into natural ground, be level and shall occur at intervals to be determined by the soils engineer at the time of grading. Compaction may be obtained by the use of any combination of equipment which will result in an embankment that is properly compacted, uniform in moisture and properly finished to the lines and grades shown on the plans or to those set forth in the applicable grading ordinance. 4. Additional Grading - Cut slopes shall be cut to the lines and grades as shown on the plans or set forth in the applicable grading ordinance. Cut slopes shall be protected from erosion by brow ditches. Brow ditches shall be either earthen or lined with erosion resistant material as shown on the plans or as recommended by the engineer. -2- Embankments shall be protected from erosion by placing an earthen berm along the.top of slope for the entire perimeter of the fill. Where drainage is brought down the slope, the drainage way shall be lined with erosion resistant material to prevent loss of embankment slopes. Where eaves are located less than 5' horizontally from top of fill slopes, eaves troughs shall be provided to prevent weakening of slope due to water intrusion. All areas of the building pad must be well drained. Drainage horizontal unpaved or 1' vertical in 200' horizontal paved with swales shall have a minimum slope of 1' vertical in 100' not be subjected to ponded water. concrete. Drainage shall be provided to ensure foundations will -3- !, JOHN VERNON A~IATES 1859,s. ESCONDIDO BLVD. ESCONDIDO, CA 92025 TEL. (619) 743-8808 MAINTENANCE GUIDELINES FOR HOME OWNERS " HOMESITES, IN GENERAL, AND HILLSIDE LOTS, IN PARTICULAR, NEED MAINTENANCE TO CONTINUE TO FUNCTION AND RETAIN THEIR VALUE. MANY HOMEOWNERS ARE UNAWARE OF THIS AND ALLOW DETERIORATION OF THEIR GUIDELINES FOR MAINTENANCE OF THEIR PROPERTIES AND MAKE THEM PROPERTY. IT IS IMPORTANT TO FAMILIARIZE HOMEOWNERS WITH SOME AWARE OF THE IMPORTANCE OF MAINTENANCE. SOME GOVERNING AGENCIES REQUIRE HILLSIDE PROPERTY DEVELOPERS TO UTILIZE SPECIFIC METHODS OF ENGINEERING AND CONSTRUCTION TO PROTECT THOSE INVESTING IN IMPROVED LOTS OR CONSTRUCTED HOMES. FOR EXAMPLE, THE DEVELOPER MAY BE REQUIRED TO GRADE THE PROPERTY AND TO PLANT SLOPES SO THAT EROSION WILL BE MINIMIZED. HE MAY IN SUCH A MANNER THAT RAINWATER WILL BE DRAINED AWAY FROM THE LOT ALSO BE REQUIRED TO INSTALL PERMANENT DRAINS. HOWEVER, ONCE THE LOT IS PURCHASED, IT IS THE BUYER'S RESPONSIBILITY TO MAINTAIN THESE SAFETY FEATURES BY OBSERVING A PRUDENT PROGRAM OF LOT CARE AND MAINTENANCE. FAILURE TO MAKE REGULAR INSPECTION AND MAINTENANCE OF DRAINAGE DEVICES AND SLOPING AREAS MAY CAUSE SEVERE FINANCIAL LOSS. IN ADDITION TO HIS OWN PROPERTY DAMAGE, HE MAY BE SUBJECT TO CIVIL LIABILITY FOR DAMAGE OCCURRING TO NEIGHBORING PROPERTIES AS A RESULT OF HIS NEGLIGENCE. THE FOLLOWING MAINTENANCE GUIDELINES ARE PROVIDED FOR THE PROTECTION OF THE HOMEOWNER'S INVESTMENT. 1. SURFACE DRAINAGE MUST BE DIRECTED AWAY FROM STRUCTURAL ADJACENT TO FOOTINGS. FOUNDATIONS TO PREVENT PONDING OF STORM WATERS OR IRRIGATION 2. CARE SHOULD BE TAKEN THAT SLOPES, TERRACES, BERMS (RIDGES AT CROWN OF SLOPES) AND PROPER LOT DRAINAGE ARE NOT DISTURBED. SURFACE DRAINAGE SHOULD BE CONDUCTED FROM THE REAR YARD TO WITHIN THE PROPERTY BOUNDARY. THE STREET THROUGH THE SIDE YARD, OR TO NATURAL DRAINAGE WAYS 3. IN GENERAL, ROOF AND YARD RUNOFF SHOULD BE CONDUCTED TO AS SIDEWALKS, DRAINAGE PIPES, GROUND GUTTERS AND DRIVEWAYS. EITHER THE STREET OR STORM DRAIN BY NONEROSIVE DEVICES SUCH DRAINAGE SYSTEMS SHOULD NOT BE ALTERED WITHOUT EXPERT CONSULTATION. ?ROPEIITy DEVELOPMENT ENQINEERS. INC. ENGINEERING 0 SOIS TESTIN0 0 SURVEYING -1- i 4. 5. 6. 7. 8. 9. 10. 11. ALL DRAINS SHOULD BE KEPT CLEANED AND UNCLOGGED, INCLUDING GUTTERS AND DOWNSPOUTS. TERRACE DRAINS OR GUNITE DITCHES SHOULD BE KEPT FREE OF DEBRIS TO ALLOW PROPER DRAINAGE. DURING HEAVY RAIN PERIODS, PERFORMANCE OF THE DRAINAGE SYSTEM SHOULD BE INSPECTED. PROBLEMS, SUCH AS GULLYING AND PONDING, IF OBSERVED, SHOULD BE CORRECTED AS SOON AS POSSIBLE. ANY LEAKAGE FROM POOLS, WATERLINES, ETC. OR BYPASSING OF DRAINS SHOULD BE REPAIRED AS SOON AS PRACTICAL. ANIMAL BURROWS SHOULD BE ELIMINATED SINCE THEY MAY CAUSE DIVERSION OF SURFACE RUNOFF, PROMOTE ACCELERATED EROSION, AND EVEN TRIGGER SHALLOW SOIL FLOWAGE. SLOPES SHOULD NOT BE ALTERED WITHOUT EXPERT CONSULTATION. WHENEVER A HOMEOWNER PLANS A SIGNIFICANT TOPOGRAPHIC MODIFICATION OF THE LOT OR SLOPE, A QUALIFIED SOILS ENGINEERING CONSULTANT SHOULD BE CONTACTED. IF THE HOMEOWNER PLANS MODIFICATION OF CUT OR NATURAL SLOPES WITHIN HIS PROPERTY, A SOILS ENGINEERING CONSULTANT SHOULD BE CONSULTED. ANY OVERSTEEPENING MAY RESULT IN A NEED FOR EXPENSIVE RETAINING DEVICES. UNDERCUTTING OF A TOE-OF-SLOPE WOULD REDUCE THE SAFETY FACTOR OF THE SLOPE AND SHOULD NOT BE UNDERTAKEN WITHOUT EXPERT CONSULTATION. PROPERTY, THE HOMEOWNER SHOULD CONSULT A QUALIFIED SOIL IF UNUSUAL CRACKING, SETTLING OR EARTH SLIPPAGE OCCURS ON THE ENGINEER OR AN ENGINEERING GEOLOGIST IMMEDIATELY. THE MOST COMMON CAUSES OF SLOPE EROSION AND SHALLOW SLOPE FAILURES ARE AS FOLLOWS: A. GROSS NEGLECT OF THE CARE AND MAINTENANCE OF THE SLOPES AND DRAINAGE DEVICES. B. INADEQUATE AND/OR IMPROPER PLANTING. (BARREN AREAS SHOULD BE REPLANTED AS SOON AS POSSIBLE.) C. EXCESSIVE OR INSUFFICIENT IRRIGATION OR DIVERSION OF RUNOFF OVER THE SLOPE. HOMEOWNERS SHOULD NOT LET CONDITIONS ON THEIR PROPERTY CREATE A PROBLEM FOR THEIR NEIGHBORS. COOPERATION WITH NEIGHBORS COULD PREVENT PROBLEMS, PROMOTE SLOPE STABILITY, ADEQUATE DRAINAGE, PROPER MAINTENANCE, AND ALSO INCREASE THE AESTHETIC ATTRACTIVENESS OF THE COMMUNITY. -2- June 4, 1990 Joyce Comeaux 2739 Argonauta Street Carlsbad, CA 92009 I RE: 2739 ARCONAUTA STREET; A.P.N. 215-410-03 It has come to our attention that a portable spa has been put in the back yard of the above referenced address with no fencing installed. The . fencing is required by the Carlsbad Municipal Code, Section 18.28.20. Compliance can be made by installing required fencing no later than ten (10) days. Enclosed is a copy of the applicable code and photo of the spa. Please contact me at 438-1161 to informally resolve this matter. . .. Building Department Technician RMG : rs cc: Principal Building Inspector Enclosures milding Permit File 2075 Las Palrnas Drive - Carlsbad, California 92009 - (619) 438-1161 LEUCADIA COUNTY WATER DISTRICT APPLICATION FOR SEWER SERVICE charges must be paid to the District at the time the application is submitted. The application must be signed by the owner (or his representative) of the property to be served. The total APPLICANT MUST SUBMIT EVIDENCE OF BUILDING PERMIT WITHIN 60 DAYS. FAILURE TO MAKE SUCH SUBMITTAL WILL RESULT IN AUTOMATIC CANCELLATION OF THE SEWER PERMIT. THE SEWER CON- NECTION FEE LESS A $50 ADMINISTRATIVE FEE WILL BE REFUNDED. A six-month construction period shall be provided and sewer service charges for the balance of the fiscal year shall be cottected at the time of application for sewer permits. Sewer service charges for subsequent fiscal years shall be collected on the tax roll in same manner as property taxes. If the six-month construction period extends into the subsequent fiscal year, a prorated sewer service charge for that fiscal year shall be collected on the tax roll the tax roll in the same manner as property taxes. There will be no additional fee or refund if service actually com- in the same manner as property taxes. The full sewer service charges for all subsequent years shall be collected on mences on a different date. Such applicants shall be required to notify the District, on forms provided by the District, of escrow closing on The prorated sewer service charge shall not be required in those applications for sewer permits for subdivisions. individual properties within the subdivision. Sewer service charges shall commence upon close of escrow and will be the responsibility of the buyer. lateral is that part of the sewer system that extends from the main collection line in the street (or easement) to the If a service lateral is required, it will be installed by the LEUCADIA COUNTY WATER DISTRICT. The service point in the street (at or near the applicant's property line) where the service lateral is connected to the applicant's building sewer. The applicant is responsible for the construction, at the applicant's expense, of the sewer pipeline to the service lateral. (building sewer) from the applicant's plumbing to the point in the street (or easement) where a connection is made expense. The connection must be made in conformity with the District's specifications, rules and regulations: and The connection of the applicant's building sewer to the service lateral shall be made by the applicant at his IT MUST BE INSPECTED AND APPROVED BY THE DISTRICT BEFORE THE SEWER SYSTEM MAY BE USED BY THE APPLICANT. THE APPLICANT, OR HIS AUTHORIZED REPRESENTATIVE MUST NOTIFY THE DISTRICT AT THE TIME INSPECTION IS DESIRED. ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLECTION WILL NOT BE ACKNOWLEDGED. LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CONSIDERED INVALID AND In the event unusual construction conditions occur, such as blastlng, jack hammering hard rock, dewatering, etc., the applicant shall be liable for any cost over and above the established charge. The Inspection Deposit will be refunded upon the completion of satisfactory inspection of the connection to the District's sewer system. The Inspection Deposit shall not apply in those cases in which the applicant has paid plan check and inspection fees for a subdivision. OWNERSNAME CONNECTION FEE: $ ~~-00.0~ MAILING ADDRESS: LATERALSIZE:. EASEMENT EXTRA FOOTAGE: A$/Foot EXTRA DEPTH: 4 $-Foot LATERAL FEE PHONENUMBER: (cf) SLO -'?c Fc SERVICEADDRESS: 2739 Awfi-G-+G. 5'. INSPECTION DEPOSIT- ASSESSOR'S PARCEL NO.: 2 1.c- Ylo 6 3 TOTAL TRACTNAMVNO.LL~I~OT#"LQZ PRORATED SEWER S RV FEE TYPEOFBUILDINGINO./UNITS- PAID BY: CASH CHECK#- JaLci., 60 /O 7.60 The undersigned hereby agrees that the above information given is correct and agrees to the conditions as stated. Ref 15 S. PERMIT 1 B'UILDING PERMIT PCR NO: PCR89032 12/22/89 13 : 36 Project No: A8801885 Page 1 of 1 Development No: Job Address: 2739 ARGONAUTA ST Str: F1: Ste: Permit Type: PLAN CHECK REVISION Valuation: Parcel No: 215-410-03-00 0 Construction Type: NEW Occupancy Group: Class Code: Status: APPROVED Description: REV TO COLUMNS/BEAM FRAME Applied : 12/22/89 Apr/Issue : 12/22/89 Validated By: DC *** Fees Required *** *** Fees Collected & Credits *** ""_"""""""""""~ Fees : ...................... 91.00 Adjustments: .oo Total Credits: .oo Total Fees: 91.00 Total Payments: .oo Balance Due: 91.00 Fee description Units Fee/Unit Ext fee Data ...................................... Plan Check Revision Fee > 91.00 91.00 DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS DRIVE CARLSBAD, CA 92009-4859 (619) 438-1 161 MISCELLANEOUS FEE RECEIPT Appllcant Please Pdni And Fill In Shaded Area Only PLAN ID NO. PARGEL NO. ESTMATED VALUATION PLAN CHECK FEE 001810-00-008821 IF THE APPLICANT TAKES NO ACTION WITHIN 180 DAYS, PLAN CHECK FEES WILL BE FORFEITED. CHECK IF SUBMITTED: P & E CORRECTIONS LIST Whlte . File Yellow. Applicant Plnk . Finance Gold. Assessor ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO. CA 92123 (619) 56Q1468 DATE : 6 / 16 Bq JURISDICTION: CITY OF CAR1 C BAD PLAN CHECK NO: 86 164s SET: 1: PROJECT ADDRESS: 27 39 AY~~M au+o st OFILE COPY OUPS DDESIGNER " PROJECT NAME: f Q.&oniIX SFD The plans transmitted herewith have been corrected where building codes. The plans transmitted herewith will substantially comply 0 with the jurisdiction's building codes when minor deficien- 0 necessary and substantially comply with the jurisdiction's cies identified are resolved and checked by building department staff. 0 identified on the enclosed check list and should be corrected The plans transmitted herewith have significant deficiencies 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. The applicant's copy of the check list is enclosed for the 0 jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: Tlm Lre-t-tS;qnLerqer .. 273 9 /A Lc)(M6 h +a s+ CB 9200? .. . Esgil staff did not advise the applicant contact person that 0 Esgil staff did advise applicant that the plan check has plan check has been completed. been completed. Person contacted: - Date contacted: Telephone # 0 REMARKS: By : DAVID YAO Enclosures: ESGIL CORPORATION b/& ,. OGA OAA Ovw ODM Plan? Check No. 88 16cC1- Rev ' Date plans received by the jurisdiction Date plans received by plan checker Date initial plan check canplated ' 6/16 BY rnI/lf> FOREWORD: FIEAS€ READ Plan check is limited to technical requirements contained in the Uniform hilding Code, Uniform Plumbing Code, Uniform kchanice1 Code. National Electrical Code and state laws regulating energy conservation, noise attenuation and accese for the handicapped. The plan check is based on Department. You may have other corrections regulations enforced by the Building Inspection baaed on lens and ordinances enforced by the Planning Department, Engineering Department or other departments. The items circled bel- need clarification, modification or change. All circled items have to be satisfied before the plane will be in conformance with the cited codea and regulations. Per See. 303 (c), of the Uniform Building Code, the approval of the plana does not permit the violation of any state, county or city law. A. pLANs @ Please make all corrections on the original and any original plan rete that may have tracings and submit two new rets of prints, been returned to ou by the jurisdiction, to: ESGI z, @ To facilitate rechecking, please identify, next to each circled item, the sheet of this aheet has been made and return this the plana upon rhich each correction on check ahhest with the revised plana. .. .. e Dater '/?A Jurisdiction CAPLS bsA Prepared by: DAVID Y&7 VALUATION AND PLAN CHECK FEE Bldg. Dept. 0 Esgil PLAN CHECK NO. cfR I 6 4t Pffu. APPLICANT/CONTACT 7fm- GWT%~~=~$~ONE NO. 43R-PoM BUILDING ADDRESS qsq A J-9 onam+-t, st. BUILDING OCCUPANCY A- 3 /M -1 DESIGNER PHONE TYPE OF CONSTRUCTION v -N CONTRACTOR PHONE SUILDING PORTION VALUE 'VALUATION BUILDING AREA MULTIPLIER Rpr/lS I- 32 . p-r4 / I . Air Conditionine Commercial . @ Residential @ Fire' SDrinklers @ Res. or Corn. Building Permit Fee S- s 72 Plan Check Fee S I( s 0- Lf. - .. COMMENTS; ,. / ESGIL CORPORATION 0320 CHESAPEAKE DR., SUITE 208 LC, SAN DlEGO, CA 02 123 (610) 560-1468 L"l rJDESIGNER The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. 0 with the jurisdiction's building codes when minor deficien- The plans transmitted herewith will substantially comply cies identified are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Es'gil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the %. 0 identified on the enclosed check list and should be corrected 0 jurisdiction to return to the applicant contact person. 0 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. +-o Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone # 0 REMARKS: JOB &Bw+:h~em,x 4&&~w&, Gh44 SAN MARCOS ENGINEERING SHEET NO. ' OF a 370 Mulberry Dr. Suite E Civil Engineers SAN MARCOS, CALIFORNIA 92069 CALCULATEDBY /. DATE 5- ?D -49 (6l¶) 744-0111 CHECKED BY DATE ..... .... ............. ......... , .... .. . .... .............. ..... I, c ..La C130)(L6h0?,2 wpri (:2.3jL ... ... ... .. , <. .. .. ... ..... + '.A 7LI3 " ...... .. ... A! GQ-7 /5 D2 .. ... ... 6 - +' f z- .J, 77 . fix/ . ..... ... .... ........ SAN MARCOS ENGINEERING Civil Endneeit SAN MARCOS. CALIFORNIA 92069 370 Mulberry 6r. Suite E SHEET NO. OF CALCULATEDBY H - DATE 5 - 35 - a9 CHECKED BY DATE SAN MAHCOS EbIGIlrlEERING 370 Mu1 berry DI- Sui ?e E Sm Marcus, CA 9206Y PAGE : og 0 SUBJECT: Argunauta, Carlsbad PROJECT: 88204 Cumeaux Shear El emen t 7-8 BY : FJ DATE : 5-26-39 STEEL COLUMN DESIGN ~"""""""""""" DESCRIPTION : TUBE COLUMN AS LATERAL SHEAR ELEMENT 7-8 ALLOWABLE STRESSES > Fy : Yield - 46 Ksi > SIDESWAY RESTRAINED : Y=l hkO 1 > L. U. F. = 1.00 Y - Y Axis - 1 > UNBRACED LENGTHS : > EFFECTIVE LENGTH FACTOR : """"""""" - X - X Axis - - - : X - X Axis - 17 ft 'K' : X-X Axis - - 1 : Y - Y Axis - 17 ft 'K' : Y-Y Ax i 5 - - 1 - - DES1 GN DATA > MAX. AXIAL FORCE = 2.2 kips > Eccentricity : X-X = -2.5 in > Eccentrici ky : Y-Y = -2.5 in > MOMENT 3 BOTTOM of COLUMN : 0 "-"""" > MOMENT 3 TOP of COLUMN : X-X Ax i s Y-Y Axis - - 0 ft-k X-X Axis = 33.7 ft-k 0 Y-Y Axis - - - - > TRAI\ISVERSE MOMENT : MAXIMUM DESIGN MOMENT : x-x Axis Y-Y Ax i 5 - 0 ft-k X-X Axis = 33.7 ft-k - 0 Y-Y Axis - - 0.5 , - - i- DESIGN SUMMARY _____--_____-_______---------------------------------; Formula 1.6 - la - 0 .m1 <= 1 .oo Fwlncrl a 1 . 6 - 1 i~ - 1.245 <= 1 .oo Formula 1.6 - 2 - 1.258 <= 1 .oo .. - I ;"""""""""""""-z___________"""""""""""""""-~ .. ROLLED SECTI OM ~ DATA """"""""_" SELECTED STEEL SECTI ON > DEPTH CLASS = "" > > ~~5x5~ 1/2 """_ Weight per Fool: Sec t i on &ea = 28.43 # = 8.36 inA2 S-XI( : Section Mud. Over*al 1 Depth - - 5 in S-YY : Sect ion Mod. Rad i us of Gyl'at i on Web Ti> i ckness = 0.50 ih Flange Width : bf = 5 in Radius of Gyration Flange Thickness = 0.5 in bf / 2tf r -T d / tw 0 in 10.8 in"3 1.80 in 10.3 ir1"3 1.30 in 1.36 s.00 10.00 SAN MARCOS ENGINEERING 370 Mu1 berry Dr. Sui te E San Marcos, CA 92069 PAGE : 5uFB PROJECT: 88204 Curneaux SUBJECT: Argonauta, Carlsbad BY : FJ DATE : 5-26-89 Shear Element 7-8 ~~~ ~ DETERMINE ALLOWABLE BENDING STRESSES x-x AXIS : 1.5.1.4.1.2 : bf / 2 tf : Fb = 1.5.1.4.1.4 : d / tw 1.5.1.4.1.5 : Lateral Buck1 ing : Fb = : Fb = X-X AXIS - ALLMJABLE STRESS : F-bx Y-Y AXIS : 1.51.4.1.2 : bf / 2 tf :Flanges : Fb = Y-Y AXIS - ALLOWABLE STRESS : F-by 30.7 Ksi 30.7 Ksi 55.2 Ksi ""_ * LDF = 30.67 Ksi 34.5 Ksi "-" ""_ * LDF = 34.50 ltsi _"" DETERMINE ALLOWABLE AXIAL STRESSES """"""""""""""""" k:x * Lu:x / r:x = 113.3 Actual Axial Stress = 0.26 ksi k:~ * Lu:y / r:y = 113.3 fa / Fa = 0.023 Cc= (2* piA2 +E/Fr)^.5 = 111.55 AI lowable Axial Stress : X-X Axis Y-Y Axis 2 11.63 Ksi ALLOWABLE : fa * LDF = 11.63 ltsi = 11.63 ksi f'ex = 12 * pi*2 * E / (23 * (KLux / rx) ^2 ) * LDF -- F'ey = 12 * pi-2 * E / (23 * (KLuy / ry) ^2 ) * LbF = 12 ksi 12 ksi f -bx = 37.44 ksi F-bx 2 30.67 ltsi f -by - 0.51 ksi F-by = 34.50 Ksi C-mx - 0.60 C-my = 0.60 ""_ ""_ - - COMBINED STRESS CHECK """"""""""- Formula 1.6 - la E 0.781 <= 1 .oo formula 1.6 - lb - 1 .245 <= 1.00 Formula 1.6 - 2 - 1 .258 <= 1 .oo - - SAN MARCOS ENGINEERING 370 Mulberry DI. Sui te E San Mar.co5, CA 92069 PAGE : 64B PROJECT: E18204 Comaaur SUBJECT: Ar.goc~auta, Carl shad Grade Beam BY : FJ DATE : 5-26-89 CONCRETE BEAM DESIGN """""""""""""""""""""- DESCRIPTION : GRADE BEAM FOR SHEAR ELEMENT 7-8 """""-" ALLOWABLE STRESSES > FY > f'c > X:nlax uf X-La1 = 0.75 X "~""""""_" = 40,000 psi > Nature of Short Terrn : 3,000 psi 1 = Sc i mi c "- > a-. X I k1 : k1 = 0.85 '2': Reirlf. Dist.= 37.2 > Combine LL w/ Short Term ? 2 = Wind Yes21 , No=O 5 "- > SIMPLE SPAN ANALYSIS """""""""" BEAM SPAN - 15.5 ft - UNIFORM LOADS : #1 : Dead Load = 0 k/ft X : Left : Live Load = 0 " X : Right : Short Term = 0 I' : Li ve Load = 0" X : Right : Shor. t Ter,m = 0" - - - - #2 : Dead Load = 0 K/ft X : Left " - - PoINr LOADS : #l : Dead = Ok Live = 0 I( Shor. t Term = #2 : Dead = Uk Live = 0 k Short Term = X-Dist. = #3 : Uead = Ok Live = 0 k Short 1-erm 2 X-Dist. = #4 : Dead = Ok Live = 0 k Short Term .- X-Dist. = X-Dist. = SIMPLE SPAN MAXIMUM MOMENTS & SHEARS """""""""""""""""" Ms - Dead Load - NA ft-k Ms - Live Load Max. Vu: 'd Left -- Ms - Short Term = Ms - Bearn Wt. NA ft-k > Include Bm Wt Moment? - - - NA ft-k Max. Vu: 'd Right =i - NA ft-k Yes => 1 I No => 2 : - 1 -" 1 "- 0 ft 0 ft 0 ft 0 ft OK 0 ft OK 0 ft OK 0 ft 0k 0 ft NA kips NA kips 1 > PRE-CALCULATED MOMENTS & SHEARS (Governs over Simple Span when used) M-DL : Service -. 0 ft-k U-DL : Service - 1 kips M-LL : Sel-vi ce = 0 ft-k V-LL : Service - 0 kips M-ST : Service = 33.7 f t-k V-ST : Service - 0 kips """""""""""~"""" - - - 1- DE*SIGN SUMMARY ____________________---------------------------------I Mn : MAXIMUM MOMENT CAPACITY = 63 ft-kips Mu/Phi : MAXIMUM APPLIED MOMENr = 54 ft-kips AS : Tension Area Provided -. 1.24 inA2 &:Max: Max. Allow Area - '7.84 irl-2 vu : Max. Factored Shear - 1.4 kips .. " I """ (m Eq. ?-1-.- 9-2. & 9-3 Checked For Maximum ) ---------------I ~ . ~~~~ SAN MARCOS ENGINEERING 370 Mulberry Dr Suite E San Marcos, CA 92069 PAGE : 7@& PROJECT: 88204 Corneaux SUBJECT: Aryonauta, Gal-1 sbad Grade Bean1 BY : FJ DATE : 5-26-89 DES I GN DATA "-"""" > TOTAL BEAM DEPTH = 18 in > Rebar CL to F.O.C. - 3 in > TOTAL BEAM WIDTH = 16 in d to Tension Steel 15 in > d'to Compress Steel = 3 irt - TENSION REINFORCING : COMPRESSION REINFORCING : """"""""""" > Number of Bars = 4 > Numbel- of Bars - 4 > Hebar Size - 5 > Rebar Size - 5 > Number of Bars = 0 > Number of Bars - 0 > Rebar Size - 0 > Rebar Size - 0 Total Area - 1.24 in*2 Total Compress. Area = 1.24 in-2 Max. Allow. Area = 7.84 ir1"2 "_""""""""""" ._ - - - - - LEFT """_ Vead Load Beant We i gh t - -2.2 - 2.2 Live Load - 0 .o Short Term - 0 .o ,. - " - 0.0 kips R I GHT -2.2 0.0 2.2 0.0 0.0 kips ""_"" """_ - OEFLECrIONS Using Service Loads Only ! """""_ Neutral Axis Posi lion = 3.82 in Elastic Modulus =3.1E+O6 psi I : Gross Section I : Cracked Sect ion - 1699 inA4 Mcr : Cracking Moment = 29.6 ft-k M s : Service Moment = NA inA4 M-cr / M-dl I : Effective = (Mcr/Mdlj^B * 19 t (l-IMcr/Mdl)^B) *ICr y NA in*4 Deflection Location : X-Dist. from Left Support = 7.75 ft - - 7776 in-4 Rupture Modulus = 410.8 psi - - - NA Instantaneous Deflections Due To: Beam We i gh t - NA in : L/Def 1 = N4 Dead Load - NA in : L/Defl = NA Live Load - - NA in : L/Defl = NA Short rerm Load - - NA in : L/Defl = NA - - SAN MARCOS ENGINEERING PAGE : 8 L& 370 Mulberry Dr Sui te E PROJECT: 88204 Comeaux Sari Marcas, CA 92069 SUBJECT: Avgonauta, Carl sbad Grade Beam BY : FJ OATE : 5-26-89 FIND ACTUAL MOMENT CAPACITY - Mn : """""""""""""~"""~~ NEUTRAL AXIS 'X' = 2.36 in Compression in Conc. = 81.9 Kips 'a' = kl * X = 2.01 in Compression in Steel = -32.3 TO DETERMINE Mn, USE : cc t cs = 49.6 kips Tension Steel Onlr 'Tension & Cmpress. Steel : Mn = Cc (d-a/2) + CS (d - d') : Mn=T*(d-a/Z) MAXIMUM NOMINAL MOMENT - 'Mn' - - 63.2 ft-Kips ANALYSIS FUR DOUBLY REINFURCED BEAM : """"- Find Maximum 'As' For Ductile Failure : """""""""" Xbal :d/(l-er/.003)= 10.28 in Max 'a'= Kl * X = 6.55 <= Max 'X' = Max * X:bal = 7.71 in Camp Strain a 'a' = 0.0018 in Steel Yield Strain = 0.0014 C-s:Steel Force C-c :Conc . Force = 267 Max .Tensi on force = 314 kips Tension Force / FY = 7.84 in-2 " - 46 Kips As:Tension Provided = 1.24 in-2 """ MAX. ALLW As-tensi on : Find Minimum 'As' for Compression Steel Yield : ""_ """"""" "_ """ Xy= d'/<l-ey/.003)= 5.55 in ay : K1 * XY = 4.72 in Ccy= .85 f'c t~ ay = 192.6 Kips Csy=<fy-.85 'c)As'= 46.4 Kips TY - - Ccy t Csy = 239.0 kips -> As Provided """_ -> ASY TY / fY - 5.98 in-2 - .- - 1.24 in-2 1 F : Asy <= As ---> > COMPRESSION STEEL YIELDS IF : ASY > As --->? COMPRESSION STEEL STRESS LESS THAN YIELD STRESS 2075 LAS PALMAS DRIVE CARLSBAD, CA 92009.4859 DEVEL~PMENT PROCESSING SERVICES (619) 438-1161 TELEPHONE Date: December 22, 1989 T~: Jim Grettenberger 2739 Arqonauta St PC#: 881645 REV Carlsbad, CA 92009 Subject: Plan Check Expiration Dear Sir: revision The plan check for your project at: 2739 Arqonauta St has become null and void due to limitation of time on: 12/5/89 The provisions of Section 304 IC) of the Uniform Building Code states: Sec. 304 (c) Expiration of Plan Check. Applications for which no permit is issued within 180 days following the date of application shall expire by limitation and plans submitted for checking may thereafter be returned to the applicant or destroyed by the Building Official. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant showing that circumstances beyond the control of the applicant have prevented action from expiration, the applicant shall resubmit plans and pay a new being taken. In order to renew action on an application after plan check fee. We will hold your plans for 10 days at our office for you to pick up, after which time they will be destroyed. you owe a plan check fee of $91.00. at 438-1161. If you have any questions, please contact the Carlsbad Building Department d MARTY ORENYAK Building Officbl MO: jb . ..