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Home My WebLink About2779 ARLAND RD; ; CB911125; Permit.. 2892 JEFFERSON ST OWNER : PROCTER, TC?I CO>!.!rrHACT:.)E., : 3r:C 2892 .JEFF *** Fee; R C+r?<.litS .................... ,~. r. pes : Ad jus tr?ient.r; : . 1: li Tora L Fees : 718.03 1::,6C3.c9 - tee de s cr i pt i on EXt :e<. la __ 1 1 ,.. .I I -3 7 , 0 i: '73'3, !;:I Eiiilciing Permit Plm Check Stxotiq ?lotion Fee 2.2. oc Znter Number, 2 2 (I 1.1 . 0 (.I tu 1 440.1.. 110 Y 4:16.5, I!:: Eiiter "Y" to Autocalc T..,... . 3?3~1,0:? Y 2 :. 0 , I! !I * X:IILDING TOTAL i33 tic1.00 Enter "Y" :or Plumbing Issue Fee > 7.50 Y Each Plum13iny Fixt,ure '.>r Trap > 3. 2. 2. so 3 (I . 0 ii Each Bui idin3 Sewer > 1 6.50 ti. 51) Each Wat.er Heater and/or Vent > 1 2.50 %.SO Gas Piping System > 3 - 2.50 2.59 Each Vacuum Breaker > 2 2.50 i . 0 0 * PLUMBING TOTAL 54. ao Enter "Y" for Electric Issue Fee > 5.CI0 Y Single Phase Per AKP > 153 .%5 37.50 k ELECTRICAL TOTAL ($3~0 Minimum) 43.00 Enter 'Y' for Mechanical IS:<ii<+ Fee> j 5.00 Y Install FurniOucts > i 9.00 9 . 0 0 Each Instail/Reioc Appliance Vent > 4 4.50 1Y.00 Ea c h il o od/F i rep 1 a c e > 2 6.SO 1:.011 /G.M.F. ,an * KECHANSCA.:, TO?AI, CITY OF CA 2075 Las Palmas Dr., Carbad, L PFRhQT APPUCAllON City of Cerlsbad Wilding Depart-t 2075 Les Palwas Dr., Cerlsbad. u 92009 (619) 4yI-1161 Cxesidential 0 Apartment OCondo Hngle Family Dwelling 0 AdditiordAIteration 0 Duplex 0 Demolition 0 Relocation 0 Mobile Home 0 Electrical 0 Plumbing 0 Mechanical 0 Pool 0 Spa Retaining Wall 0 Solar 0 Other 2 PR~~RMATlON -_ .-...", A - U Commercial U New Building U 'Tenant Improvement B - Ulndustrial 0 New Buildinn 0 Tenant Imwovement FOR OFFICE USE ONLY C-pR)TT 718.00 APPLICANTS SIGN DATE: &*6*?/ W Applicant PINK: Finance ~~ ~~~ ~~ ~ FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE PLANNING U/M WATER PLAN CHECK#: CB911125 PERMIT#: CB911125 DATE : PERMIT 04/2 3/9 2 TYPE: SFD PROJECT NAME: 2928 SF SFD + 1027 SF GARAGE 416 SF ATTIC + 121 SF DECK ADDRESS: 2779 ARLAND RD CONTACT PERSON/PHONE#: MH/JOE/434-3135 SEWER DIST: WATER DIST: FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE PLANNING U/M WATER PLAN CHECK#: CB911125 DATE : PERMIT#: CB911125 PERMIT PROJECT NAME: 2920 SF SFD + 1027 SF GARAGE 416 SF ATTIC + 121 SF DECK ADDRESS: 2779 ARLAND RD CONTACT PERSON/PHONE#: MH/JOE/434-3135 SEWER DIST: WATER DIST: 04/23/92 TYPE: SFD INSPECTED DATE BY: INSPECTED: APPROVED - DISAPPROVED - INSPECTED DATE BY: INSPECTED: APPROVED - DISAPPROVED - COMMENTS : FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE PLANNING U/M WATER PLAN CHECK#: CB911125 PERMIT#: CB911125 PROJECT NAME: 2928 SF SFD + 1027 SF GARAGE 416 SF ATTIC + 121 SF DECK ADDRESS: 2779 ARLAND RD CONTACT PERSON/PHONE#: MH/JOE/434-3135 SEWER DIST: WATER DIST: DATE: 04/23/92 PERMIT TYPE: SFD -r CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB911125 FOR 04/30/92 INSPECTOR AREA PD DESCRIPTION: 2928 SF SFD + 1027 SF GARAGE PLANCK# CB911125 TYPE: SFD CONSTR. TYPE NEW APPLICANT: SANDY, JOE PHONE: 6619-434-3135 CONTRACTOR : DCC OWNER : PROCTER, TOM & MARSHA REMARKS: MH/ SPECIAL INSTRUCT: 416 SF ATTIC + 121 SF DECK OCC GRP JOB ADDRESS: 2779 ARLAND RD STR: FL: STE : PHONE: 619-434-3135 INSPECTOR TOTAL TIME: --RELATED PERMITS-- PERMIT# TYPE STATUS SE910095 =D ISSUED CD LVL DESCRIPTION ACT COMMENTS 19 ST Final Structural 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical E ***** INSPECTION HISTORY ***** DATE DESCRIPTION ACT INSP COMMENTS 042892 042392 041792 030492 021492 020492 020392 011092 011092 010892 111891 111591 102891 102591 Final Combo Final Combo Const. Service/Agricultural Sewer/Water Service Interior Lath/Drywall Frame/Steel/Bolting/Welding Rough Combo Shear Panels/HD's Shear Panels/HD's Roo f/Reroo f Ftg/Foundation/Piers Underground/Under Floor Ftg/Foundation/Piers Ftg/Foundation/Piers CO PD CO PD AP PD TSPB RELEASE METER AP PD AP PD AP PD CO PD NR TP AP PD AP MP AP PD AP PD AP PD NR PD NO PLANS ON SITE DATE : 9- rt-71 PLAN CHECK NO: 91- IIZG SET: E DUPS PROJECT NAME: SFD 63g TOM 9: ,4t~e5.~ Pemren JURISDICTION: CI ry e,=- c+4,eLso&D FILE COPY LDESIGNER PROJECT ADDRESS: 2774 HRLfiAJD The plans transmitted herewith have been corrected where building codes. The plans transmitted herewith will substantially comply 151 with the jurisdiction's building codes when minor deficien- cies identified 9- rern4cHED s*tT, are resolved and The plans transmitted herewith have significant deficiencies and resubmitted for a complete recheck. The check list transmitted herewith is for your information. plans are submitted for recheck. The applicant's copy of the check list is enclosed for the 0 necessary and substantially comply with the jurisdiction's ' checked by building departmenrr staff. 0 identified on the enclosed check list and should be corrected 0 The plans are being held at Esgil Corp. until corrected I3 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 Esgil staff did advise applicant that the plan check has Date contacted: Telephone # ' plan check has been completed. O been completed. Person contacted: 0 REMARKS: , By: #Be VOLIEArF Enclosures: 7-10- 91 ESGIL CORPORATION .I OGA OAA URN ODM '31 - 1lZ.F- 9- /s-4/ I I I The soils engineer recommended that helshe review the foundation excavations. 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: 1. 2. The utility trenches have been properly 3. The foundation excavations comply with The building pad was prepared in accordance with the soils report, backfilled and compacted, and the intent of the soils report". I I I ESGIL CORPORATION 9320 CHESAPEAKE DR.. SUITE 208 SAN DIEGO, CA 92123 (619) 5601468 DATE : R- r5-91 I~APPLICANT OR I s D I CT~ JURISDICTION: CARLSBAD PLAN CHECKER FILE COPY PLAN CHECK NO: 9r- rrzs SET: I GUPS LDESIGNER PROJECT ADDRESS: 2779 AFxFmD ED The plans transmitted herewith have been ,corrected where building codes. The plans transmitted herewith will substantially conply 0 with the jurisdiction's building codes when minor deficien- 0 necessary and substantially comply with the jurisdiction's . cies identified are resolved an? 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. 1 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 @ The plans are being held at Esgil Corp. until corrected 0 jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: doc SAkJDy ' &g92 dEfF6gsO)J s7 CAELCSGD, Cta GZOOX I Esgil staff did not advise the applicant contact person that plan check has been completed. 0 Esgil staff - did advise applicant that the plan check has been completed. Person contacted: JOE SAAIDY Date contacted: Telephone # 6/7>434-- 3133 . 0 REMARKS : By: We POLIEAITE Enclosures: ESGIL CORPORATION x-x-71 mAnaxRErIoNstER CITY OF URL5BAD SINGLE FAKUY AND DWLER DVELLIWGS Date plans received by jurisdiction: Date plans received by Esgil Corporation: g-a--9/ Date initial plan check completed: Applicant contact person: I , PLUsEIlENl Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances by the Planning Department, Engineering Department or other departments. Present California construction comply model codes: 1988 LiBC (eff. 1988 UPC (eff. 1990 NEC (eff. 1988 UMC (eff. law mandates that residential with Title 24 and the following 1/1/90) 7/1/91) 1/1/90) 1/1/90) The above regulations apply to residential construction, regardless of the code editions adopted by ordinance. The circled items listed need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303(c), 1988 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To meed UD the recheck Drocess. note on this list lor a covvl where each correction item has been addressed i.e.. vlan sheet. svecification. etc. Be sure to enclose the marked UD list when vou submit the revised ~lans. m: PAGE wu(BIxs ARK IUX IX List No. 12, Carlsbad Single Family Dwelling and Duplex With All Supplements. AS PAGE &Am K) 1186 mlXG cDI(REcII0Ws YWE D-. (1988 UBC) PUWS - please de all corrections on the original tracings and submit two new sets of prints, and my original plan sets that may have been returned to you by the jurisdiction, to: Esgil Corporation, 9320 Chesapeake Drive, Suite t208, San Diego, California (619) 560-1468. 92123, ,L 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. f: Indicate on the Title Sheet of the plans, the rme of the legal ohner and me of person respcnsible for the preparation of the plans. Section 302(a)7. All sheets of plrns mst be signed by the perscn responsible for their preparation. (California Business &nd Professions Code). i- §&E BPLDLJ Plcm, specificaticns a?d calculations shall be signed by t!e California state licensed engineer or architect responsible for their preparation, for plans deviating from conventional Good frane construction. Specify espiration date cf license. (California Business a?d Professions Code). ,d Specify on the Title Sheet of the plans the eross floor area of each element of this project including dwelling, garage, carport, patio, deck and balcony. Section 302(d). f Provide a statement on the Title Sheet of the plans that this project shall comply xith Title 2b md 1988 UBC, LXC and LTC and 1990 hTC. / Submit fully dimensioned plot plan dram to scale showing location, size, and use of all existing and proposed structures on the lot. Identify property lines and show lot dimensions and all ensements. Show location of all cut or fill slopes. Show finish floor elevations and show elevations of adjacent finish grade. Show drainage patterns with minimum slopes. Section 302(d). d Indicate distance from property lines to proposed building. Section 302(d). lp' Show on the title sheet all structures! pools, h'alls, etc. included under this application. Any portion of the project shohn on the site olan that is not included with the buildine permit application filed should be clearly identified as "not included." ly Clearly show if the lower level is a basement or a story, based on the definitions in Sections 403 and 1120. Plot the finish grade (as defined) on the elevations and dimension the distance to the floor above, for story determination. On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shom below or sticky back. REOUIFSD SPECIAL INSPECTIONS In addition to the reaular inspections. the followine checked items will Hlso reouire Special inspection in accordance with Sei. 306 of the Uniforn Building Code. IIFY REO. IF RMkRKS CHECEC p W'P py-r SOILS COMPLIMiCE PRIOR TO FOUNDAIION INS?. J SOiLS eEPT STaUCTIJR4L COKCRETE OVER 2500 PSI PRESTP.ESSED STEL FIELD hWItiG HIGH ST!G3GTH BOLTS EXTA!!SION ANCHORS SPECIAL tlAS0NRY SPRAYED ON FIRE PROOFING PILES/CAISSONS DESIGhZR-SPECIFIED OTI-EA uterior walls closer than 3 feet to property lines shall be one-hour rated constluction and have no openings. Table FA. ~ 7/9/91 2 v/. uterior walls closer than 3 feet to a property line shall have 30 inch parapets when the floor area per floor exceeds 1,000 square feet. Section 1709. including eaves, may not extend more than 12 inches into the 3 foot setback from the property line. d Eaves over reauired windows shall be not less Section 1710. 7- than 30 inche; from the side and rear property lines. Section 504. # Plastic skylights shall not be installed within that portion of a roof located within a distance to property line where openings in exterior walls 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 1110. Show location of permanently wired smoke detector: a. Centrally located in corridor or area IY @ giving access to sleeping rooms. In the basement. d. When sleeping rooms are upstairs, at the upper level in close proximity to the stair. e. In rooms adjacent to hallways serving bedrooms, when such rooms have a ceiling height 24 inches or more above the ceiling height in the hallway. NOTE: Detectors shall sound an alarm audible in all sleeping areas of the unit. When the valuation of a room addition or repair ' exceeds $1,000, or when sleeping rooms are created, smoke detectors shall be provided at existinp. bedrooms per item 19 above. Section 1210. @ On each story. Section 1210 'J 2d Habitable rooms, other than kitchens, shall contain at least 70 square feet of floor area. At least one room shall have not less than 120 square feet of floor area. Section 1207 (b). Window area must be at least 1/10 of the floor 2$ Openable window area in habitable rooms must be 1/20 of the floor area and a minimum of 5 square feet. In bathrooms, laundry rooms and similar rooms 1120 of area is required and minimum is 1.5 sq. ft. Section 1205 (a). At least 112 of the comon wall must be open and have an opening not less than 25 sq. ft. nor one tenth of the floor area of the interior room if lieht and ventilation is r/ being supplied from an-adjacent room. 1205 (a). Section . Required windows shall not open into a roofed ' porch unless the ceiling height is at least 7 feet. the lonner side is at least 65% oven. and the porch abuts a street, yard or couk. ' Section 1205 (a). /6. Provide mechanical ventilation capable of providing five air changes per hour in bathrooms, water closet compartments, laundry rooms and similar rooms if required openable windows are not provided. Show discharge point for exhaust air to be at least 5 feet from any mechanical ventilating intake. Section 1205(c). Ductless fans cannot be used in bathrooms if a tub or shower is present. No habitable room, other than a kitchen, shall be less than 7'0" in any dimension. Section 1207 (c). ,@ Show "f ceiling height for habitable rooms is a mmmm of 7'6". 6i. Show ceiline heieht for laundrv rooms. Section 1205 (c). Section 1205(c). ,j?d Section 1297 (a). - I hallways, corridors, and bathrook is a minimum of 7'0". Section 1207 (a). Dimension on the plan3 the 30" clear width for water closet cowartments and 24" clearance in front of water cioset. Section 511 (a). 6. Specify safety glazing for glazing in hazardous locations such as glass doors, glazing adjacent to doors and glazing adjacent to walking surfaces. Section 5406. Glazing, in the same wall plane as a door, /"I' must be safety glazing if within 12" of the door and less than 60" above the walking 1 area and a minimum of 10 square feet per surface, unless the glazing is leaded 0; Glazing in shower and tub enclosures shall be tempered, laminated or approved plastic (including windows within 5 feet of tub or shower floor). Section 1205 (a). Appears to be deficient in faceted glass. Section 5406 (d) 6. Section 5406 (d) 5. Provide stairway and landing details. 3306 (b), (c) and (p). Section Sleeping rooms shall have a window or exterior door for emergency exit. Sill height shall not . exceed 44" above the floor. The window must have an openable area of at least 5.7 square feet with the minimum openable width 20" and Section 1204. -€liZ-minimwn ODenable heieht 24". PECWL. .t37zb 3 -4. 4, Basements in dwelling dits shall comly with the above (even if not designated as sleeping rooms). Section 1204. Walls and floors separating units in a duplex shall be of one-hour fire-resistive construction. Section 1202(b). A mezzanine is an intermediate floor and may not have a floor area exceeding 33 113 percent of the total floor area in the room below. The mezzanine floor mst have a clear height of 7 feet, above and below, and must have the long side open to the room below except for posts and protective walls or railings not exceeding b2" in height. Section 1716. The loft you show does not comply as a 4/d. mezzanine floor and is, by Uniform Building Code definition, a story. Section 1716. m. SJNXUAYS. AND IUILWGS . Floors above the second story shall have not Exceptions: 1. Occupied roofs may have one exit if such occupied areas are less than 500 square feet and located no higher than inmediately above the second story. 2. men the third floor within a unit does not exceed 500 sq. ft., only one exit need be provided. Section 3303(a). ' less than 2 exits. A. Required exit doorways shall be not less than 36" in vidth and not less than 6'8'' in height, and shall be capable of opening at least 90 degrees. Sectibn 3304 (f). 36" high protective railing for porches, balconies, and open sides of stair landings. Openings between railings shall be less thrn 6". Section 1711. Show how guardrail connection details are adequate to support 20 pounds per lineal foot at a right angle to the top rail. A. Provide Table 23-B. a. Maximum rise is 7" and minimum run is 11". When the stairs serves less than 10 occupants, or serves an unoccupied roof, rise may be 8" maximum and run 9" minimum. b. Minimun headroom is 6'4'. c. Minimum width is 36". handrails per Section 3306 (j), shall satisfy the following: a. Provide handrail for stairways with 4 or more risers. b. Handrail shall be 34" to 38" above the nosing of treads. The handgrip portion of handrail shall be not less than 1 112". nor more than 2" in cross-sectional dimension. c. . Every stairway landing shall have a dimension, measured in the direction of travel, at least equal to the staimay width. Such dimension need not exceed 36 inches. Section 3306 (g), 3304 (j). 4. e interior door nay open inward at the top s,ep of a staimay provided the top step is not more than 7 112" lcwer than the floor level. Section 3304 (i). Provide details of winding stairway complying with Section 3306 (d): a. Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from where the treads are narrowest. b. Maximum rise is 8 inches. c. Minimum width is 36 inches. 5/10/90 4 Provide spiral stairway details, per Section 3306 (f): a. Minimum run is 7 112 inches measured at a inches from where the treads are point 12 the narrowest. b. Maximum rise is 9 112 inches. Maximum clear opening between risers is 6 inches. e. Minimum headroom is 6 feet 8 inches d. Ihe tread rust provide a clear walking area measuring at least 26 inches from the outer edge of the supporting column to the inner edge of the handrail. Spiral stairways may not be used for required exits when the area served is greater than 400 sq. ft. Section 3306 (f). Provide I.C.B.O. Research Report &d number for metal stairday, or slrbmit pl~ and calculations and approved fabricator registered with the building department or note that the stairway fabrication plans shall be submitted to and approved by the building official prior to installation. Exterior stairways shall not project into the 3 foot setback from the property lines. Section 3306 (n). ?he 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 wid.th of 36 inches. Section 3305 (b). RooFpc. Specify roof slope. Roof slope is not adequate for roof type specified. Table 32-B,C,D and E. 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. Section 107. Specify minimum 114 inch per foot roof slope for drainage or design to support accumulated water. Section 3207 (a) and Section 2305 (f). Show roof drains and overflows. Section 3207. Provide skylight details to show compliance with Sections 3401 and 5207 or provide I.C.B.O. approval number. 2469 Plastic skylights nust be separated from each other by at least 4 feet. Section 5207 (a) 6. Show attic ventilation. Minimum vent area is 11150 of attic area or 11300 of attic area if at least 50% of the required vent is at least 3 feet above eave vents or cornice vents. Show required area and area provided. Section 3205 (c). Provide fireplace construction details or note construction to be per attached fireplace standard drawing. Chapter 37. Show anchored veneer support and connections attached to wood in Seismic Zones 3 and 4, comply with Section 3006 (d)l and Section 2515 (a). Show ties and t9 wire in horizontal joints. Show height and construction details of all masonry walls. Chapter 24. Show floor and roof connections to masonry walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Cross grain tension or bending in wood ledgers is not permitted. Section 2310. Show a minimum 2" air mace and flashinn b9tween planter and building'walls. Section 2516 (c) 7. Garage requires one-hour fire protection on the garage side of walls and ceiling comon to the dwelling. All elements supporting floor above garage, including walls supporting floor joists, must have one-hour.fire-resistive protection on the garage side. Section 503 (b) Show 1 318" solid core self-closing door for openings between garage and dwelling. Section 503 (d). Garages are used for sleeping purposes. Table 5-B, Section 503 (d). not permitted to open into a room Section 1104. 12/18/90 5 h occupancy separation is not required between 7t/: carport and residence,,provided the carport is open on two or more sides and has no enclosed uses above. 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: Mawh shear panel height-to-width ratio is 3 1/2 to 1 for plywood. Table 25-1. . Doors may open into the garage only if the floor or landine in the earaee is not more than Section 503 (a) Exception 3. ;." ' one inch lower -&an the ioor-threshold. Section 3304 (i). . Provide an 18" raised platform for any FAU, water heater, or other device in the garage which may generate a flame or spark. UMC Section 508, UPC Section 1310 (a). Per soils report, note on the plan the soils classification, whether or not the soil is expansive and note the allowable bearing value. Section 2905 (c). 79. The foundation plan does not comply with the soils report recornendations 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 recormendation for foundations, slab and building pad preparation. Provide a letter from the soils engineer confirming that the foundation plan? grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents (when required by the soil report). The soils engineer recomended that helshe review the foundation excavations. 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 1. that: W*-d pq T&r SDILT, REP7 The building pad was prepared in accordance with the soils report, backfilled and compacted, and the intent of the soils report". 2. The utility trenches have been properly 3. The foundation excavations comply with Show height of all foundation walls. 23. Chapter ,d Show height of retained earth on all .foundation walls. Chapter 23. If cut or fill slopes exist, show distance of foundation to edge of cut or fill slopes and show steepgess and heights of cuts and fills. Chapter 29. ' ,Ed Note on plans that wood shall be 6" minimum above finish grade. d Note on plans that surface water will drain away from building and show drainage pattern and key elevations. Dimension foundation per U.B.C. Table 29A: Section 2907 (a). Section 2905 (f). 9. Floors Footinq Gteds Stemall Width De& Thickness 1 6" 12" 12" 6" 2 8" 15" 18" 1" 3 10" 18" 24" 8" "Foundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. @ Show foundation sills to be pressure treated, or equal. Xd 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 2516 (c) 3. Section 302 (d). ~ 2/13/90 6 If required, shw size, embedment and location of hold dobn anchors on foundation plan. Section 302 (d). hold dobn anchors must be tied in place prior to foundation inspection. wk Gt+rr&C F-UT sl+EEzfc Section 305 (e) 1. hold dons are required, note on plan that ?J/ Show adequate footings under all bearing walls and shear walls. Section 2907 (b). $ Shov on the plans stepped footings for slopes steeper Uan 1:lO. Section 2907 (c). 96. Show minimum 18" clearance from grade to bottom of floor joists and raininnun 12" clearance to bottom of girders. Section 2516 (c) 2. d. Show pier size, spacing and depth into 96. Shov minimum underfloor access of 18" x 24". Section 2516 (c). 9. Show minb underfloor ventilation equal to 1 sq. ft. for each 150 sq. ft. of underfloor area. Openings shall be as close to comers as practicable and shall provide cross ventilation on at least two approximately opposite sides. Section 2516 (c) 6. undisturbed soil. Table 29-A. $0. Show wall bracing. Every exterior wood stud ' wall and main cross-stud partition shall be braced at each end at lest every 25 feet of length with 1 x 4 diagonal let-in braces or equivalent. Section 2517 (9) 3, Iable 25-V. 1. In 2-story buildings, shear panels at the first t.d story (at least &8 inches in width) shall be located at each end or as near thereto as possible and comprise at least 25 percent of the linear length of the wall, or provide design. Section 2517(g)3, Table 25-V. . Note cross bridging or blocking. Floor joists and rafters 12" or more in depth shall be supported laterally by bridging at intervals not exceeding 8 feet, unless both edges are held inline. Sec. 2506 (h), 2517 (d) 6. 3 Shov blocking at ends and at supports of floor joists, rafters and trdsses at exterior walls. Section 2517 (d) 3, 2517 (h) 6. l$. Bearing partitions, perpendicular to joists, shall not be offset from supporting girders, beams, walls or partitions, more than the depth of the joist. Section 2517 (d) 5. Pf,. . . 19. 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 2511 (h) 4. 1OY. Shov rafter uurlin braces to be not less than 'LS / 45 degrees to' the horizontal. Section 2517 (h) 5. d. Show double top plate with minh L8" lap . Show nailing will be in conpliance with Table 194. Show ,or note fire stops at the following locations per Section 2516 (f): a. In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals along the length of the wall; b. At all interconnections betveen concealed vertical and horizontal spaces such as occur at soffits, drop ceilings aad cove ceilings; c. In concealed spaces between stair stringers at the top and bottom of the run and between studs along and inline with the run of stairs if the valls under the stairs are unfinished; and splice. Section 2517 (9) 2. 25-Q. d. In openings around vents, pipes, ducts, chimnevs. fireulaces and sinilar ouenines = ~~ ~ which '&ford a passage for fire at ceiling and floor levels, with noncombustible materials. . In duplexes, draft stops shall be provided in floor-ceiling assemblies and attics in line viLh walls separating units and separating units from comon areas. 111 Show stud size and spacing. V!h allovable stud heights: Bearing wall: 2 x4 and 2 x 6 tax. 10'; lion-bearing: 2 x 4 nax. 14', 2 x 6 m. 20'. Iable 25-R-3. I#. Studs supporting two floors, a roof and ceiling mst be 3 x 4 or 2 x 6 at 16" O.C. Table 25-R-3. 113 liote on A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the building inspector prior to installation. Section 2505. 0 0 I$. Detail all post-to-beam and post-to-footing connections and reference the detail to the plan. Section 2516 (m). 1 d. Detail shear transfer connections. includine -[-- roof and floor diaphragms, to slkar walls: Section 2513. 6. Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. [Tables 25 I, J, K and Section 4714 (d)]. 117 Provide tmss details and tmss calculations for this project. Specify truss identification numbers on the plans. y'i. Show,1/2", minh clearance between top plate of interior partitions and bottom chord of trusses. (Io ensure loading will be as designed). 149. Provide roof framing plan and floor framing plan. Section 302 (d). L20. Provide framing sections through r( 0 / Section 302 (d). 21 Specify all header sizes for opening over 4' ' ' wide: Section 2517 (g) 5. #2. Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (b). ,d3. Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (b). 24. In Seismic Zones 3 and 4, the allowable shear ' wall values for drpall in Table 47-1 must be reduced 50 percent when considering earthquake loads. This does not apply to wind loads. Footnote 1. )45. Show on the plans all structural requirements developed in the structural calculations. Section 302 (d). (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 basenents and which support permanent structures shall be supported by concrete piers or metal pedestals oroiectine above floors unless aooroved wood '~ - of natura7 resistance to decay or Treated wood is used. Section 2516 (c) 4. . Individual concrete or uasonry piers shall project at least 8 inches above exposed ground unless the columns or posts which they support are of approved wood of natu-a1 resistance to decay or treated wood is used. Section 2516 (c) 4. Show location of attic access with minimun size 22" x 30". Section 3?05. 9 Show draft separation for attic areas between . Specify plywood andlor particle board ')6 thickness, grade and panel identification 1. men roof pitch is less than 3:12, design f ridge as a bean. Section 2517 (h). J. . . units m a duplex. Section 2516 (f). index. Table 25-S. 4. If foundation cripple wall studs are less than blocking, or 14" high, framing shall be solid sheathed with plywood. Section 2517 (g) 4. . Cripple wall studs exceeding 4 feet in height shall be 3 inch bv 4 inch or 2 inches bv 6 inches when sup orting 2 stories. Section 2517 (gp 4. 4. Show plywood sheathing over exposed eaves, or f other weather exposed areas, is "bonded with exterior glue." Plywood used for exterior wall covering shall be the exterior type. Section 2516 (i), 2516(g)3. 5. Detail tmss layout for 30" x 30" attic ' access, if required for equipoent in the attic and detail 30" x 30" clearance through truss webs. Ridges, hips, and valleys shall be at least one size larger than supported rafters. Section 2517 (h) 3. 137 In open beam construction, provide strap ties across the beams at the ridge support. Section 2501 (b). 0 Note on the plans that "all weather-exposed surfaces shall have a,weather-resistive barrier to protect the interlor wall covering and that exterior openings shall be flashed in such a mer as to de them weatherproof". Section 1707. MDEANIUL (UKIHIIM "KC& CODE). ~ll heating, ventilating, and cooling systems and appliances shall Comply With the Uniform Mechanical Code. show the &location and -of all heating and cooling appliances or systems. Every dwelling unit shall be provided with heating facilities capable of maintaining a room temperature of 70 degrees F. at 3 feet above the floor in all habitable rooms. Show basis for compliance. LBC, Sec. 1212. 141. Note on the plans that the FhU closet or alcove mst be 12 inches wider than the furnace or furnaces being installed. LNC Section 704. 3 Show ninb 30" deep unobstructed working space in front of furnace. Furnace shall not be installed in any bedroom, bathroom or in a closet or confined space with access only through such room unless specified as direct vent appliance, enclosed furnace or electric heating appliance. Section 704 LNC. Show source of combustion air to furnace, per Cnapter 6, UMC. 5. Show access to the attic containing equipment ' to be mink 30 inches by 30 inches. 'Ihe opening nay be 22 inches by 30 inches if the equipnent can be renoved through such opening. Section 708 WC. Section 505, LNC. 9. Rote that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide, not more than 20 feet in length through the attic. Section 708 VHC. 7. Show permment electrical outlet and lighting fixture controlled by a switch for furnace located in attic or underfloor space. Section 708 h 109 UHC. 8. Show details to comply with Section 709 for furnace under the floor, or Section 710 for roof or outside furnace. Show I.C.B.O. approval nwber for prefab fireplace. Show height of chinney above roof per I.C.B.O. approval or Table 37-B. -0 ZqDJ [5 PO b&e72- t/rtL/D 0 Note on plan: Gas vents and non-combustible piping, in walls, passing through three floors or less shall be effectively draft stopped at each floor or ceiling. UBC, Section 1706 (a) 6. d. 151. Provide dryer vent to outside. VHC, Section 0 1903. All wiring shall comply with the National Electrical Code. 6. Show .on the plan the amperage of the electrical service, the location of the service panel and the location of any sub- . panels. If service is over 200 amps, submit single line diagram, panel schedule and load calculations. Note on the plans: "Electrical outlets shall be installed in accordance with NEC Article 210-52". 6 154. Note on the plans: "Lighting outlets a wall switch shall be provided 155 Note on the plans: "Light fixtures installed in clothes closets will conply with hTC Article 410-8". Note convenience outlets in bathrooms, kitchen counter top(s) within 6 feet of the kitchen sink, outdoors, and in garages and basements (other than for laundry and similar equipnent) shall be GFI protected. KEC, Art. 210-8. Note electrical system ground to be provided controlled by in accordance with FEC Article 210-70". 0 0 fl 7 per NEC, Art. 250-80(a), Sl(c). A FlW3Iw: OJ"IWFJ4 PUMBIXG CODE). Show water heater size, typeand location on olans. UPC. Section 1301. 159. Show source for providing combustion air to 0- fuel burning water heater. If wall openings in an enclosure are used, at least one-half of the required opening area shall extend into the upper twelve inches of the enclosure and one-half within the lower twelve inches. UPC, Section 1307. 0. Fuel combustion water heater shall not be 6 installed in bath or bedroom or in a closet opening into bath or bedroom. UPC, Section 1309. . Provide adequate barrier to protect water heater from vehicle damage. An 18" platform for the water heater does not satisfy this requirement. UPC, Section 1310. route of discharge line to exterior. UPC, Section 1007 (e). 163. Show that water heater is adequately braced to resist seismic forces, when not connected by rigid pipe. UHC Section 504(d). # 162. Show T and P valve on water heater and show 0 0 lfi. Show shower stall can accomodate a 30" circle and has a minimum floor area of 1,024 sq. in. UPC 909 (d). lb. Provide clothes washer hook-up for each unit. Title 24, Part 3. NOISE rnsmmm f-1 1 6. Show details of duplex comn (party) walls and 7 floor/ceiling assemblies to achieve a Sound Transmission Class (STC) rating in walls of 50 decibels and an Impact Insulation Class (IIC) rating on floorlceiling of 50 decibels. Title 24. 7. Show how penetrations of assemblies for piping, electrical devices, recessed cabinets, bathtubs, soffits, or heating ventilating, or exhaust ducts shall be sealed, lined, or insulated to maintain required sound transmission rating. Title 24. 8. 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 24. Provide plans, calculations and worksheets to show compliance with current energy standards. 170. The regulations require a properly completed and properly signed Form CF-1R to be either imprinted on the plans, taped to the plans or "sticky backed" on the plans, to allow the buildine insoector to readilv comare the 0 actual -const-mction with thhre uir-knts of be in agTeznt :iz '*?infannation shown on the properly completed Form CF-1R. the approved energy design. OW J et?- MU.Lr 1 1. All energy items shown on the plans must Specify on the buildine Dlans all of the mandatory energy conservation requirements as listed on the enclosure titled, "Umdatory Enerey Conservation Requirements". 1Zf. Show the make. model and efficiency of the 1 space heating'(or cooling) system anh provide heat loss calculations if the output exceeds 45,000 BTU/Hr. 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. 4/ h Provide fluorescent general lighting in kitchen(s) per CAC, Title 24, 2-5352(5). CKUSBAD S.P.D. h LHIPLFX #. Energy conservation design should be for Zone 177 Floor drains must have auto-prime (city 178. For gas piping under slabs that serve kitchen island cooktops, see the attached Policy 91-46 for special sleeve and clean-out requirements. 119. Note exhaust fans cannot be ductless type units must be pre-plumbed for future solar water heating. Note "two roof jacks must be installed" where the water heater is in the one story garage and directly below the most south facing roof (City Ordinance No. 8093). 314" copper pipes must be installed to the most convenient future solar panel location when the water heater is not in a one story garage and is not directly below the most south facing roof. (City Ordinance No. 8093). 182. All piping for present or future solar water heating must be insulated when in areas that are not heated or cooled by mechanical means (city policy). 14 Incorporate the waterproofing details, on the attached Policy 80-8, where interior living space occurs below grade at the masonry wall(s). 184. Show o~ the Title Sheet on the plans, the information required by the attached Developmental Services Sheet 112383. o policy). 7. 0 0 0 0 0 0 (city policy). 180. New residential 181. Note "two 7110191 10 185. All new residential buildings, including additions, require a soils report. Please submit two copies. Exception: If a room addition is limited to one story and 1000 sq. ft. in area, then a soils report is not required. Esgil Corporation will advise the City to place their soils notice stamp on the 1 6. Heavy timber framing, minimum 6" x 10" beams and minimum 8" x 8" post, for the structural beam and colm supporting the fire separation between the garage and living area above, is acceptable if shown on the plans. (city policy). 87. All structures require a Class B roof covering, except room additions. If a room addition covers all of the existing building (2nd story addition), then the above exception doesn't 8. City Ordinance 9192 requires two parking 18 spacestunit with clear area of 20'x20' i.e. no washing machines, etc. Show compliance. 89. All chimneys attached to any appliance or 1 fireplace that burns solid fuel shall be equipped with an approved spark arrester. The net free area of the spark arrester shall be not less than four times the net free ara of the outlet of the chimney. The spark arrester screen shall have heat and corrosion resistance equivalent to 12 gauge wire, 19 gauge galvanized wire or 24 gauge stainless steel. Openings shall not permit the passage of spheres having a diameter larger than 112-inch and shall not block the passage of spheres having a diameter of less than 318-inch. 0 plans. apply. see additional corrections, or remarks, on the following page. 191. To speed up the recheck process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 192. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please check. 0 0 Yes No "he City of Carlsbad has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number 6191560-1468, to perform the p1.m check for your project. If you have any questions regarding these plan check items, please contact at Esgil Corporation. If you have any questions regarding City Building permit procedures, please contact Carter Darnel1 at the City of Carlsbad, 2075 Las Palms Dr., telephone 6191438-1161. Thank you. Enclosures: 1. 3. DEVELOPMENTAL SERVICES BUlLOlNG DEPARTMENT Citp of CarIgfiab 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 9 I A 'f2r cd 112383 Date1 &-Is-?/ Jurisdiction- - I Air Cond it ionine Commercial. . Res id entia1 Fire Sprinklers Res. or Corn. ABG VALUATION AND PLAN CHECK FEE I I I - I I@ -I @ @ ,I 0 Bldg. Dept. 0 Esgil PLAN CHECK NO. 9, -1125- BUILDING ADDRESS 277 9 6-D eo A??LICANT/CONTACT 4 OE BUILDING OCCUPANCY * DESIGNER PHONE TYPE OF CONSTRUCTION v-d CONTRACTOR PHONE ?HONE N0.@/9>4-54- 31357 I I I I Building Permit fee $- J 1,/7L7'' a Plan Check fee $ J 732.73 C 0 H HE N 15; SHEET OF I 12/87 IxI ITEM INCOMPLETE NEEDS YOUR ACTION E E E LEGAL R EOUIREME NTS K K K, Site Plan Provide a fully dimensioned site plan drawn to scale. Show: north arrow, property li sements, existing and proposed structures, streets,&?%astreet . improvements, .~~ right-of-way width and dimension setbacks. !do 2. Show on site plan: Finish floor elevations, pad, elevations, elevations of finish grade adj,acent to building, existing lines, existing and drainaq-atterns .~. .. . . Provide legal description and Assessors Parcel Number. --..__I . - - .topographic~a-l... .~ ~. . r- proposed slopes, drivew~ ._~ it^ ...., ee.rcen.~..__l%).. grade _snd 3. Discretionarv AVDrO Val ComDliance 4. No Discretionary approvals were required. 5. Project complies with all Engineering Conditions of Approval for Project No. Project does not comply with the following Engineering Conditions of Approval for Project No. M5 002 do 6. Conditions complied with by: Date: Field Review 7. Field review completed. No issues raised. dd 8. Field review completed. The following issues or discrepancies with the site plan were found: Ixl A. Site lacks adequate public improvements m@ 8. Existing drainage improvements not shown or in conflict with site plan. amn C. Site is served by overhead power lines. P:\DOCS\MlSFWNS\FRMOOlO.DH REV. 02/27/91 ma 0 D. Gradinq is required to access site, create pad or provide for ultimate street improvement. Site access visibility problems exist. turnaround or engineered solution to problem. . do E. Provide onsite Dedication Rem irements ' &do 9. No dedication required. 10. Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an x 11" plat map and submit with a title report and the required processing fee. All easement documents must be approved and signed by owner (s) prior to issuance of Building Permit. The description of the dedication is as follows: Dedication completed, Date By : Imwrovement Remirementg 11. No public improvements required. SPECIAL NOTE: Damacred or be rewaired to the satisfaction of the Citv inswector prior to occuwam 0 12. Public improvements required. This project requires construction of public improvements pursuant to Section 18.40 of the City Code. Please have a registered Civil Engineer prepare appropriate improvement plans and submit for separate plancheck process through the Engineering Department. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit. defective imwrovements found adjacent t o buildina site m ust The required improvements are: Improvement plans signed, Date: I\-5-76 by: Lln@ GO bbs P: \DOCS\MISFM(MS\FRMOOlO.DH 13. Improvements are required. Construction of the public improvements may be deferred in accordance with Section 18.40 of the City Code. Please submit a letter requesting deferral of the required improvements together with a recent title report on the property and the appropriate processing fee so we may prepare the necessary Future Improvement Agreement. The Future Improvement Agreement must be signed, notarized and approved by the City prior to issuance of a Building Permit. Future Improvement Agreement completed, Date: By : a do 13a. Inadequate information available on site plan to make a determination on grading requirements. Please provide more detailed proposed and existing elevations and contours. Include accurate estimates of the grading quantities (cut, fill, import, export). 14. No grading required as determined by the information provided on the site plan. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted for separate plan check and approval through the Engineering Department. VOTE: The Gradina Perm it must be issued and aradina substantiallv comvlete and found accevtable to the citv Insvector prior to issuance of Buildina Permits. Grading Inspector sign off. Date: by : 0 0 0 15. Miscellaneous Permits 16. Right-of-way Permit not required. d 17. Right-of-way Permit required. A separate Right-of-way Permit issued by the Engineering Department is required for the following: 7El2 POf<S\ A + IrP JF. >dfl 3 K3ACCCt - -, - 18. O 19. Sewer Permit is not required. Sewer Permit is required. concurrent with Building Permit issuance. is noted below in the fees section. do 20. Industrial Waste Permit is not required. A sewer Permit is required The fee required P : \DOCS\Ml SFORMS\FRMOOlO. DH REV. 02/27/91 ., 21. Industrial Waste Permit is required. Applicant must complete Industrial Waste Permit Application Form and submit for city approval prior to issuance of a Building Permits. Industrial Waster Permit accepted - Date: By : Permits must be issued prior to occupancy. . Fees Reauired 27. Park-in-Lieu Fee PAID 1 I- c, 50 Quadrant: Fee per Unit: Ei Total Fees: 23. Traffic Impact Fee 24. Fee Per Unit: Lnc, Total Fee: 6Ofl 2L? Bridge and Thorough fare Fee Fee Per Unit: Total Fee: Eflt,: IA Ed 64 25. Public Facilities Fee required. CI 26. Facilities Management Fee Zone: 1. Fee: hlohle El 27. Sewer Fees Permit No. 5EcllflO 8 L\ EDU's ixiu ,= Benefit Area: #/A Fee: \&In 0 28. Sewer Lateral Required: Fee : 6Klm 29. REMARKS: WH E 6E DOE s RO NOFF F ND Of' ? ADD MOTE STftTilVk: A DR AINAG-E SUALE F30: 4. MOST RF tR€-ATF A1 oh\ G- THE W E ST E R h) PROPERTY LINE PER cARLSBAD SrAMbftRD DWR Ad!h)L&S - /c - DrA;A&q e Swale pmb;/ - case 1. D/C'i~:f=-)r/, I,/ / I I ' -1 &- p 'fl i i ' 1 i, 5,zt- \;' c 7 * f . I/ r BNQINEBRINQ AUTHORIBATION TO ISSUE PERMIT ' t-t i i P:\DOCS\MISFORMS\FRMOOlO.DH REV. 02/27/91 . b E 8 .u c u c 4 P - Address 9 79 Ad fl Phone 438-1161 ext. &@? Type of Project and Use Lenend Item Complete Item Incomplete - Needs your action 1, 2, 3 Number in circle indicates plancheck number where deficiency was identified a [7 0 F.nvironmentd Review ReqM YES - NO - TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval APPROVAWRESO. NO. DATE: PROJECT NO. OTHER RELATED CASES: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval [7 0 California coastal Commission Permit ReqM YES - NO - DATE OF APPROVAL: San Diego Coast District, 3111 Camino Del Rio South, Suite 200, San Diego, CA. 92108-1725 (619) 521-8036 Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval I . a Landscape Plan Required: YES - NO - See attached submittal requirements for landscape plans Site Plan: do 0 do El do 0 do 0 zoning: d W 2: 1. 2. 3. 4. 1. 2. 3. 4. Provide a fully dimensioned site plan drawn to scale. Show: Nonh arrow, propeny lines, easements, existing and proposed structures, srreets, exisring street improvements, right-of-way width and dimensioned setbacks. Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes and driveway. Provide legal description of propeny. Provide assessor's parcel number. Setbacks: Rear: Required Shown - Lot coverage: Required Shown - Shown - Parking: Spaces Required - Shown - Shown ___ Height: Required - Guest Spaces Required 7 OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTE ATE# PLNCKFRM LOVELACE ENGINEERING STRUCTURAL ANALYSIS & DESIGN TITLE 24 ENERGY CALCUlATIONS MILES T. LOVELACE, P.E PRESIDENT CIVIL ENGINEER C39734 9888 CARROLL CENTRE RE, STE 106 SAN DIEGCI. CA 92126 i619) 689~91 11 - (6191 689-91 13 [FAX) STRUCTURAL CALCULATIONS DATE : PROJECT : Oh"ER(S) : DESIGNER: JOB NO. : JULY 18, 1991 PROCTER RESIDENCE 2119 ARLAND RD CARLSBAD, CA MR. & MRS. PROCTER 2119 ARLAND RD. CARLSBAD, CA SANDRA GRAMLEY 1738 CYPRESS AVE. SAN DIEGO, CA 91163 NOTE: THESE CALCULATIONS ARE INVALID UNLESS BEARING A WET STAMP h SIGNATURE. .. LOVELACE ENGINEERING ._ - .... - STRUCTURAL ANALYSIS & DESIGN 9888 Corroll Centre Rd.. Sfe. 106 SAN DIEGO. CA 92126 (619) 689-9111 FAX (619) 689-9113 TABLE OF CONTENTS SUBJECT SHEET 2 DESIGN CRITERIA ....................................................................................... - 5 LOADS ........................................................................................................ - ..................................................................... - FOUNDATIONS ............................................................................................ - LATERAL ANALYSIS/DESIGN ....................................................................... - DETAILS - VERTICAL ANALYSIS/DESIGN 4 -s 7 - ................................................................................................... 8 -14 JOB 9 Ilb3 ENGINEERING SIS & DESIGN SHEET NO OF \ 9 arroii Lenrre Rd , Ste 106 IEGO CA 97126 CMCULATED BY DATE CHECKED BY DATE (619) 689-9113 DESIGN CRITERIA GOVERNING CODE: UBC 1988 CONCRETE: F’,= 2000 PSI, NO SPECIAL INSPECTION REQ’D. (U.N.O.) REINFORCING STEEL: ASTM A615, F,= 40 KSI (U.N.O.) STRUCTURAL STEEL: ASTM A36, F,= 36 KSI (U.N.O.) MASONRY: F’,= 1500 PSI, NO SPECIAL INSPECTION REQ’D (U.N.O.) TIMBER: ALLOWABLE UNIT STRESSES AS PER UBC, TABLE 25-A-1 SOIL: = V PSF PSF ALLOWABLE BEARING PRESSURE ACTIVE SOIL PRESSURE - ACTIVE SOIL PRESSURE(RESTRAINED)= PSF PCF PCF PASSIVE SOIL PRESSURE SOIL DENSITY COEFFICIENT OF FRICTION - - - - - - - EXISTING NATURAL SOIL SOILS REPORT BY 5cs t T 9 OLll bo DATED LOVELACE ENGINEERING STRUCTURAL ANALYSIS & DESIGN 9888 Carroll Centre Rd.. Ste. 106 SAN DIEGO. CA 92126 (619) 689-9111 FAX (619) 689-9113 ,OB 9 1 ILT SHEET NO 3 OF \4 CALCULATED BY DATE CHEWED BY DATE SCALE ROOF DEAD LOAD: ROOFING ( 0'5WQ~r 7'4lM4~cS ). ........................................ SHEATHING ........................................................................... RAFTER/CEILING JOISTS OR TRUSSES ................................. INSULATION ......................................................................... DRYWALL .............................................................................. OTHER (ELEC., MECH., MISC.) .............................................. TOTAL DEAD LOAD: LIVE LOAD: TOTAL LOAD: FLOOR DEAD LOAD: FLOORING (CARPET 8 PAD) .................................................. SHEATHING ........................................................................... JOISTS ................................................................................. DRYWALL .............................................................................. OTHER (ELEC., MECH., MISC.) .............................................. TOTAL DEAD LOAD: LIVE LOAD (RESIDENTIAL USE PER UBC CHAPTER 23): TOTAL LOAD: BALCONY DEAD LOAD: FLOORING ( ) .................................... SHEATHING ........................................................................... JOISTS ................................................................................. CEILING FINISH ( ). ............................................... OTHER (ELEC., MECH., MISC.) .............................................. TOTAL DEAD LOAD: LIVE LOAD: TOTAL LOAD: FXTERIOR WALL STUDS .................................................................................. DRYWALL .............................................................................. INSULATION ......................................................................... OTHER (MISC.) ..................................................................... TOTAL LOAD: EXTERIOR FINISH ( WBWU) SIVI% ........................................ JNTERIOR WALl STUDS .................................................................................. DRYWALL .............................................................................. OTHER (MISC.) ...................................................................... TOTAL LOAD: APSF 1.5 4.0 1.5 2.5 13.0 PSF 0.5 APSF 29 .O PSF 4.0 PSF 2.0 3.5 2.5 1.0 13.0 PSF 40.0 PSF 53.0 PSF 2.0 3.5 1.0 PSF 60.0 PSF .O PSF 1.0 PSF 2.5 1.5 3.0 9.0 PSF 1.0 1.0 PSF 5.0 1.0 7.0 PSF LOVEUCE ENGINEERING STRUCTURAL ANALYSIS & DESIGN 9888 Carroll Centre Rd.. Ste. 106 SAN DIEGO. CA 92126 A (619) 689-9111 FAX (619) 689-9113 VERTICAL ANALYSIS/DESIGN LEVEL: epoF MEMBERS: gmn, WP 4i-9- MARK: R%-\ , SPAN= 17 FT wl= '351~~ 29-0 SOB PLF P1= LBS P2= LBS R L= L058 LBS R,= LBS V= b sse- 5.5 = 6350 LBS M= 4+ ,z7= FT-LBS USE: 5'/e"X lb%" 4- POST: 4+b HARDWARE: OR X (24F-q4.) POST: HARDWARE: w2= .N!&--I t f = 10751" 615 % 590 ,I 27 =-&= ZI I.f3-,lOC CCI I") MARK: RH-1 , SPAN= 5.5 FT W 2= PLF P,= L850 LBS P2= I BS RL= 7,429 LBS V= 3429 LBS W,= PLF LEMTFPEP R,= I, LBS M= 9429 FT-LBS USE: CL)IV+X 11'4, mt~o POST: +*+ HARDWARF- OR X La*> POST: HARDWARE: MARK: , SPAN= FT W.= PLF W2= P1= P,= RL= R,= V= M= USE: OR PLF LBS . -- I LBS I BS LBS - X POST: HARDWARF- X POST: HARDWARE: 1, LOVELACE ENGINEERING ... . - STRUCTURAL ANALYSIS & DESIGN 9888 Corroll Centre Rd.. Ste. 106 SAN DIEGO. CA 92126 (619) 689-9111 FAX (619) 689-9113 JOB 9Iib3 SHEET NO 5, OF CALCUUTEDBV DATE 1 4 CHECKED BY DATE SCALE LEVEL: 6-a MEMBERS: 6rqn75 W2= P,= P,= R,= RR= V= M= USE: OR MARK: 6BM-3, SPAN= lb FT wi= PLF ' ,, LOVELACE ENGINEERING STRUCTURAL ANALYSIS & DESIGN 9888 Carroll Centre Rd.. Ste. 106 SAN DIEGO. CA 92126 (619) 689-9111 FAX (619) 689-9113 x)B 9llh3 SHEET NO CALCUUTEO BY DATE CHECKED BY DATE SCALE LEVEL: bo4 MEMBERS: nwwa MARK: W,= W2= P1= P,= R,= RR= V= M= USE: OR , SPAN= FT PLF PLF LBS FT-LBS X POST: HARDWARE: X POST: HARDWARE: MARK: , SPAN= FT W1= PLF W ,= PLF P1= LBS RL= LBS V= LBS M= FT-LBS USE: X POST: HARDWARF- OR X POST: HARDWARE: P,= LBS R,= 18s ma 9 {Ibq LOVELACE ENGINEERING 9888 Carroll Centre Rd . Sie 106 SAN DIEGO CA 92126 ULCUUTED BY DATE STRUCTURAL ANALYSIS & DESIGN snm NO. 7 OFh CHECKED BY DATE A (619) 689-9111 FAX (619) 689-9113 FOUNDATIONS ALLOWABLE BEARING PRESSURE, q= 2@0° PSF (PER DESIGN CRITERIA) ISOLATED SPREAD FOOTINGS: A,= P/Q x 144= 97-7 SQ IN USE:ESQUARE x =DEEP WITH '5 # 4 EACH WAY (3" CLEAR FROM SOIL) F: F-z p= 71L % VZ 12157D I BS A,= P/o x 144= SO IN USE:~~SQUARE x *DEEP WITH 3 # 4 EACH WAY (3" CLEAR FROM SOIL) F: F- 5 P= 7.5'8 I BS I A,= P/Q X iu= 5tl SQ IH USE:=SQUARE x -DEEP WITH % x 4 EACH WAY (3" CLEAR FROM SOIL) F:F-4 P= 14097 I RS A,= .P/Q X 144= 1015 USE:=SQUARE x =DEEP WITH 3 # 4 EACH WAY (3" CLEAR FROM SOIL) SQ IN F: F- 5 P= b188 IBS A,= P/o x 144= 449 SQ IN USF. c+ "SQUARE x *DEEP WITH 4 EACH WAY (3" CLEAR FROM SOIL) JOB 9 1163 SHEET NO 8 OFL LOVELACE ENGINEERING STRUCTURAL ANALYSIS & DESIGN 9888 Corroll Centre Rd Sie 106 SAN DIEGO CA 92126-4580 CALCULATED BY DATE (619) 689-9111 FAX (619) 689-9113 CHECKED BY DATE SCALE $315" .I ,.r/ D 21.1611 "73 11.1s11 2111e71 2111s11 s, .. I !I \I , 1 i I JOB 41\63 SHEET NO 9 DFL LOVELACE ENGINEERING STRUCTURAL ANALYSIS & DESIGN 9888 Carroll Centre Rd , Sfe 1M CALCULATED BY DATE SAN DIEGO. CA 92126-4580 (619) 689-9111 FAX (619) 689-9113 CHECKED BY DATE a iI fOUN D, n LOVELACE ENGINEERING STRUCTURAL ANALYSIS & DESIGN 9888 Corroll Cenfre Ra Sie 1Oa SAN DIEGO CA 92126-458C (619) 689-9111 FAX (619) 089-9113 JOB 9 \I63 SHEET NO 10 OF \4 CALCULATED BY DATE CHECKED BY DArE SCALE JOB 4 1163 SHEET NO \\ OF '4. LOVELACE ENGINEERING STRUCTURAL ANALYSIS & DESIGN 9888 Carroll Centre Rd Ste I06 SAN DIEGO CA 92126-4580 CALCULATED BY DATE (619) 689-9111 FAX (619) 689-9113 CHECKED BY DATE A il JOB 9116 3 SHEET NO DF \A~ CALCUMTED BY DATE LOVELACE ENGINEERING STRUCTURAL ANALYSIS & DESIGN 9888 Carroll Centre RU Ste 106 SAN DIEGO CA 92126-4580 (619) 689-9111 FAX (619) 689-9113 CHECKED BY DATE A .. .. .. _...- .- JOB q\\63 SHEETNO \4 14 LOVELACE ENGINEERING STRUCTURAL ANALYSIS & DESIGN 9888 Carroll Centre Rd . Ste 106 SAN DIEGO CA 92126-4580 CALCULATED BY DATE (619) 689-9111 FAX (619) 689-9113 CHECKED BY DATE a 21-21 2 Lf P m Lf 0 I 0 a I 0 ? 6-0-4 . 3-25 ? m 3-75 2pJ-15 - 10-0 4x.4 W - - U Ul P m Ln 0 0' a ? 0 ! . . , .,.: : .', -. . .. . :~ - .:~ . ,. 1.. I -E- . -- I I .I -- , . . . , . . , ... . . _, .... -_ .... ...._.____ . - ... ._ . .. ,. . ..... .. , .., . : ,v ,a<-, , ,~~ .... .- ,. ......... ... . I . .~. CERTIFICATION OF COMPLIANCE DEVELOPMENT PROCESSING SERVICES DIVISION CITY OF CARLSBAD Plan Check No. 7/-//25 2075 LAS PALMAS DR., CARLSBAD, CA 92009 (619) 438-1161 This form shall be used to determine the amount of school fees for a project and to verify that the project applicant has complied with the school fee requirements. permits for the projects shall be issued until the certification is signed by the appropriate school district and returned to the City of Carlsbad Building Department. SCHOOL DISTRICT: No building I/Ca rl sbad Unified 801 Pine Avenue Carlsbad, CA 92009 (434-06101 Encinitas Union 101 South Rancho Santa Fe Rd. . Encinitas, CA 92024 (619) 944-&300 - San Marcos Unified San Marcos, CA 92024 (744-4776) - San Dieguito Union High School 710 Encinitas Boulevard Encinitas, CA 92024 (753-6491) -1290 West SanMaras Blud. APN:/% - /V- // Project Applicant: p/Z#,c7;;R, -- Project Address: RESIDENTIAL: SQ. FT. of living area agf number of dwelling units SQ. FT. of covered area SQ. FT. of garage area b4‘7 Prepared by Date / FEE CERTIFICATION (To be completed by the School District) 1/ Applicant has complied with fee requirement under Government Code 53080 Project is subject to an existing fee agreement Project is exempt from Government Code 53080 - Final Map ap roval and construction started before September 1, 1986. -(other schoo P fees paid) Other Residential Fee Levied: $ b@’*a&sed on a774 Sq. ft. @ /.s-# ., ----. Schoi3tdistrict Official Til AB 2926 and SB 201 fees are capped at $1.58 per square foot for residential. AB 2926 is capped at .26C per square foot for commerciallindustrial. , k b %J ,/ -- -- .