Loading...
HomeMy WebLinkAbout2712 CAZADERO DR; ; 87-107; PermitDECLARATIONSLENDERWORKER'S COMPENSATION OWNER/BUILDER CONTRACTOROOo o =• o> z5° 3 1 -1 S Temporary FileWhite — Inspector Green — (1) Finance SPECIAL CONDITIONS [/BUILDING \— . -\sw~- -OCOy7^~.a.— — .•*=:^*— -,,• — "* SmO^:zo/t: i ELECTRICAL \ |*,• i h ,, '; ' • •' .>••PLUMBING , fV^'- 11 1 1 '. . i TlZr- - i - -; s^ £SCOi>CDOfn|rntorntri*1O<=;rnD\^•-'-"•. "^CALL FOR FINAL INSPEC\O23:m"Z.•*.r^r-1>-oT)3JOTJ51*-Hm f L 1 ' ^ , ', >- H. c < ' >Jtr t A wL •:£I t rrf* r 1. I i i \ ti iii •VENTILATING SYSTEMS I• 'i HEAT - AIR COND SYSTEMS ,• -,"• * OocoHmSD3Jm•n2T)zO•s.>H^ - / 3nC3J2C1r•MT}»»•5» • ,D BONDING D POOL '• 'D ELECTRIC SERVICE $ TEMP|u321xV.X,HVCccrrrc:cXi|V>_>X^ ' • D55Cnn•>HD5V>»^*">^D ELECTRIC UNDERGROUND qcm^ELECTRICAL j/ * \ ' a * ' c<jn33nn3C0Cr3-«Jn3J >• CO> —I) HC1>^nD]03>3>H13 jfx^.^"-o^\J—m O inozf 0 • /TUB AND SHOWER PAN I-J , " ' -* CO Zo 555ccDltS cSs>crrrS^IsH >m H3 m33fr-->,V0p,^ J(/•-cmO > ^§ in O ZJJ ' aCO137J>0CD0O,a0s^^>§xjCD TO 5 " cn 3J m (7)H I N ' . '' ( Tj PLUMBING !TlmOg m g zo Jrf-^<- ^ ^^i k \ * >iN> §r* zHm31O31r~-^.f*a33>|-r~/fX*o>\O ~0o o^ COn •"*33 Hm m H Zrn ij) O Zrn ° % O ^J ZCOcr-2oz/sVO "DC ^ 111 ID -j {^nl 01 Q § ^ Si -*• &•s * ^(• ^ s ^^ Ir V ^* S«j,3S ^EXTERIOR LATH \7 V___!O w< Hm HJD C 0 H o C ~D >a; r- O O Z OIDm rr f Jj- f \ •^^x N ^ •H, - *,FRAMEfc^•s,X.J1^NTCccJ; C2 2& T J !0 ^- ^S^tfc A 5 * ^^V S Nj •si X > *»s X SHEATHING D ROOF D S(-ITmN.-^"U^Do H O i\^IT \ » • s. N- ^ X. COcCD-nmDOOaomrzOD/i Oo ^- >zom r^cu 1 s i 5\' »L1 ^ " it 4 *• : ^ Vft S» 4 Si ^MASONRYGUNITE OR GROUT, 2 GO 1-3 — ^ Oz o X XIm m00 ^m TI D — 1> "°^D ECTOR S^ROVALO Hm 'Si\\**1I w C ^jc • A V REINFORCED STEEL/sS\xs.^•^\K^4rtJV<(_ m C Dm D C/) "0m O >1 —z (f) T3mO — 1 6z(/i NSPECTOR !<ji Z OHrn CO FOUNDATION x-**\i\EM-^^wrn 0 k^cyi tlm O-H O Z 3]m O ^D TYPEBUILDINGo-\mzCOmC)O ^ ^ - - ^\ 1 Ij j i ' FINAL BUILDING INSPECTION PLAN CHECK NUMBER 87-10' PROJECT NAME ADDRESS 2712 PROJECT NO TYPE OF UNIT CONTACT PERSON DATE 2-11 UNIT NUMBER Sf NUMBER OF UNITS PHASF ND CONTACT TELEPHONE 7%fr-1537 oil deot MAINTENANCE - INSPECTED BY INSPECTED BY INSPECTED BY DATE INSPECTED t DATE INSPECTED DATE INSPECTED __ APPROVED APPROVED APPROVED DISAPPROVED DISAPPROVED DISAPPROVED COMMENTS U Rev 1/86 WHITE Suspense BLUE Water District GREEN Engineering CANARY Utilities PINK Planning GOLD Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER 87-107 PROJECT NAME ADDRESS PROJECT NO TYPE OF UNIT CONTACT PERSON CONTACT TELEPHONE DATE 2-11-1 2712 Cezadaro UNIT NUMBER NUMBER OF UNITS PHASE NO ed p»lt rioni- INSPECTED BY INSPECTED BY INSPECTED BY DATE FEB. 1 7 1988 INSPECTED DATE INSPECTED DATE INSPECTED APPROVED APPROVED APPROVED DISAPPROVED DISAPPROVED DISAPPROVED COMMENTS Costa Real Municipal "Water Djstrict Engineering Department (619)438-3367 Rev 1/86 WHITE Suspense BLUE Water District GREEN Engineering CANARY Utilities PINK Planning GOLD Fire PLAN CHECK NUMBER PROJECT NAME ADDRESS PROJECT NO TYPE OF UNIT CONTACT PERSON CONTACT TELEPHONE COMMENTS FINAL BUILDING INSPECTION DATE UNIT NUMBER NUMBER OF UNITS PHASE NO INSPECTED /jfa/Hx INSPECTED BY INSPECTED BY DATE &/ &/£>£> isINSPECTED ^^'cyry~? APPROVED r<7 DATE INSPECTED APPROVED DATE INSPECTED APPROVED ^DISAPPROVED DISAPPROVED DISAPPROVED Rev 1/86 WHITE Suspense BLUE Water District GREEN Engineering CANARY Utilities PINK Planning GOLD Fire *f~ M-yi-.-C"5---.•. s~\--«-~ -j^-. FINAL BUILDING INSPECTION PLAN CHECK NUMBER PROJECT NAME ADDRESS 07-107 DATE 2-11 2712 Casaduro PROJECT NO TYPE OF UNIT UNIT NUMBER NUMBER OF UNITS PHASE NO CONTACT PERSON CONTACT TELEPHONE 7Q6-1 537 all INSPECTED BY _____ INSPECTED BY INSPECTED BY DATE INSPECTED DATE INSPECTED DATE INSPECTED APPROVED ^ DISAPPROVED APPROVED APPROVED DISAPPROVED DISAPPROVED COMMENTS H=>) p i Rev 1(86 WHITE Suspense BLUE Water District GREEN Engineering CANARY Utilities PINK Planning GOLD Fire HAP HOWELL ARCHITECTURE & PLANNING, INC 4 l 7 Carmel street San Marcos California 92OGQ (6 l 9) 74-4-1 537 10 November 1987 Mr. Tim Phillips City of Carlsbad 2075 Las Palmas Carlsbad, CA 92009-4859 To Whom It May Concern: The exterior shear wall consisting of 7/8" stucco on wood studs at 16" o.c. provides 180 Ibs./lineal foot of capacity which exceeds the shear capacity required by design of 120 Ibs./lineal foot. Therefore the screws provided in the interior portion of the gypsum board wall are not required as part of the shear design, (see table 471 UBC 1982). Edward J Architec cArdle Calif. Lie. 017263 10 February 1988 Mr. Tim Phillips Mr. Warren Campbell City of Carlsbad Re: 2712 Cazadero Drive Final Inspection Check List Dear Mr. Phillips and Mr. Campbell: This letter is written to insure that the few remaining items from your final inspection checklist specifically: 1. Painting of the flasing along the roof line. 2. Extension of one roof vent 6" above. 3. Ducting of the down draft range top to the outside. 4. Caulking around the bathroom sinks. 5. Planting and placing of topsoil around the property. 6. Placement of tile around the fireplace, 7. Removal of wood debris from adjacent property. will be taken care of within two weeks from today. If further items are found they would be included with the above. Edward Jt/McArdle Architect/Owner/Builder ESGIL CORPORATION 932O CHESAPEAKE DR., SUITE 2O8 SAN DIEGO, CA 92123 (619) 56O-1468 DATE:A^]t2_l |0 }£\ ft "7 JURISDICTION: PLAN CHECK NO: PROJECT ADDRESS PROJECT NAME: QlTN DF= _^_ -Hl^ *~Ar"Z~Pv <?gpg.o . f? . f AT7>v<-ft£:^) Q APPLICANT Q JURISDICTION (JPLAN CHECKER DFILE COPY QUPS QDESIGNER The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction ' s building codes when minor deficien- cies identified e-ejjoi^ i>M £>£.£. "£-g>~tK£.ES" are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information . The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: Esgil 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: REMARKS : MOK? Telephone # oM /s-T-H-A-~7 >J By: ESGIL CORPORATION p7 Enclosures ESGIL CORPORATION 932O CHESAPEAKE DR., SUITE 2O8 SAN DIEGO, CA 92123 (619) 560-1468 DATE: JURISDICTION: CJTV O F~QFILE COPY PLAN CHECK NO: f*>~7~ I Q~? HE"" Dups _ __ [^DESIGNER PROJECT ADDRESS: -2-7 / "2- PROJECT NAME:^.F. Y), The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the 3urisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: /L . Esgil 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 # -> H ^ - 7ZT7*? REMARKS: (L I&GIL CORPORATION Enclosures: JURISDICTION:Date Y// A?> PROJECT ADDRESS: "7.7 }"2- 7 70: ev?yOEvVQ-0 "2-6 L PLAN CORRECTION SHEET Plan? Check No. Date plans received by the Date plans received by plan checker ^*/Z5/ ^2^£? TTj Date -inrttSl"plan check completed V I * / FOREWORD: PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and 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 enforced by the Planning Department, Engineering Department or other departments. The items circled below need clarification, modification or change. All circled items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), of the Uniform Building Code, the approval of the plans doeg not permit the violation of any state, county or city law. A. PLANS ( 1. J Please make all corrections on the original tracings and submit two new sets of prints, and any original plan seta that may have been returned to you by the jurisdiction, ^ ops To facilitate rechecking, please identify, next to each circled item, the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans. I'M . ±>rt-T~A— 2. OULH M C?PE(0 TO TTfTV-T" TO UP7«-K\JL>/ •ntE. TO DF" P-i/fjy -no IL. LO 10 /OAJ OXUE. L*> jy 779 PS F <• 2. " UO/o £r A-T- -2,1.3 O.c,±Q\L*=>HtD KJ . 4?l>rfo TTH?- t-fo&TV&SL- TO -n-rev-T ro More TO -rrt-P TTTEL no frg rrhrv ro/w^V (AJ/T71- «=TO A<L.M-i y.A-T" ft>OT-M-6 X m OF JL N fc X f.Tg, APAM TH-E TO .MUM I-VFJ tyrt-T -TO -P-ArT7o 2.! / <^) •2- N>cr OOF- &F". TC?-fit.- (i^r. i jc^.. n-jy TZOQ ro .^ QL to ±1 /HE. 0 J2&. O (rt '72- j^ ESGIL CORPORATION 9320 CHESAPEAKE DR.. SUITE 208 SAN DIEGO. CA 92123 (6 I 9) 36O- DATE: HN^IJ-H /) . r: -J~/ APPLICANTJURISDICTION^ JURISDICTION: CITY OF CARLSBAD _ [J f LAN CHECKER QFILE COPY PLAN CHECK NO: Sl-tO^Hr _ D UPS Q DESIGNER PROJECT ADDRESS: 7.1 I 2- PROJECT NAME: £,F. O, <? D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The,plans transmitted herewith will substantially comply . — - with the jurisdiction's building codes when minor deficien- I _ I cies identified ____ are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies | | identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is the jurisdiction's ^ copy for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. D The applicant's copy of the check l^st is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has beon sent to: P*- i _ Esgil 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: .^K^frt^-D M n AK-Ot f Date contacted: ^ ' i >'' " Telephone # _ "7 ^Li ~~ / S :^ V i • -' 7 H ^~ 7277 REMARKS: ENCL: ESGIL CORPORATION PLAN CHECK WO- JURISDICTION: CITY OF CARLSBAD TO: A TELEPHONE NO. ENCLOSURES: "7 V Date initial plan check completed: Bv: TAMKE/S F 1 I Applicant contact person: A' 'W^ Telephone:"7''/ FOREWORD: PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and 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 enforced by the Planning Department, Engineering Department or other departments. PROJECT ADDRESS: 2-7/Z 1982 U8C (eff. 7/1/85) 1985 UPC (eff. 11/12/86) 1984 NEC (eff. 10/1/85) 1985 UMC (eff. 11/12/86) The above regulations apply to residential construction. PLAN CORRECTION SHEET SINGLE FAHILY AND POTIJt* Date plans received by jurisdiction: Date plans received by Esgil Corporation: The circled items 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), 1982 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up^he recheck process, note on._this list Cor a copy) where^each correction item has been addressed i.e . plan sheet. specification. etc. Be sure to enclose the jiarked up list when you submit the revised plans HOIK: PACK NUMBERS ARK HOT IN SEQUENCE AS PAGES HAVING NO ITEMS NEEDING CORRECTIONS WERE DELETED. Carlsbad List 10, Single Family Dwelling and Duplex With All Supplements 3/25/86 A. PLANS ( 1. ) 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: Esgil Corporation, 9320 Chesapeake Drive, Suite #208, San Diego, California 92123, (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: The jurisdiction's building department. Indicate on the Title Sheet of the plans, the name of the legal owner and name of person responsible for the preparation of the plans. Section 302 (a) 7. 0U.J Plans, specifications and calculations shall be signed by a California state licensed engineer or architect. (California Business and Professions Code). X Specify on the Title Sheet of the plans the gross floor area of each element of this 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 1982 UBC, UMC, and UPC and 1984 NEC. Submit fully dimensioned plot plan drawn 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 easements. Show location of all cut or fill slopes and approximate finish floor elevations for all structures and show elevations at all lot corners. Section 302 (c). Indicate distance from center line of street or alley to property line and distance from property lines to proposed building. Section 302 (c). B. FIEE PROTECTION ^-9"7 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)). <>9T 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). l>r 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 013J Show location of permanently wired smoke detector, centrally located in corridor leading to sleeping rooms or above stair if sleeping rooms are on upper level. Section 1210. A smoke detector shall be installed in the 'basement of dwelling units having a stairway which opens from the basement into the dwelling. Such detector shall be connected to a sounding device or other detector to provide an alarm which will be audible in the sleeping area. Section 1210. A- 2 3/25/86 C. ROOM SIZES. LIGgr. VEHTILATTOH AND Gr.A7.T1in Habitable rooms, other than kitchens, shall contain at least 70 square feet of floor area. Section 1207 (b). ^ 16J Window area must be at least 1/10 of the ""x*^floor area and a minimum of 10 square feet per Section 1205 (a). Appears to be deficient in $*^ W P. ; I y%=T- _A-l A _ V A 17. 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 vsimilar rooms 1/20 of area is required and minimum is 1.5 sq. ft. (Section 1205 (a)). ^\18.J At least 1/2 of the common wall must be open and have an opening not less than 25 sq. ft. if light and ventilation is being supplied from an adacent room. Section 1205 (a Required windows shall not open into a' roofed porch unless the ceiling is at least 7 feet and the longer side is at least 65% open. Section 1205 (a). Provide mechanical ventilation capable of providing five air changes per hour in bathrooms, water closet compartments, laundry rooms and similar rooms if required openable windows are not provided. Section 1205 (a). No habitable room, other than a kitchen, shall be less than 7'0" in any dimension. Section 1207 (c). Show that ceiling height for habitable rooms is a minunum of 7 '6". Section 1207 (a) 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). ^\25 J Specify safety glazing for glazing in hazardous locations such as glass doors, glazing adjacent to such doors and glazing adjacent to walking surfaces. Section 5406. _ 0 , ^^ TK-I^EK? tt-L^-f'otT ^hJELL-"> '-"" fLDo?^ 26y Glazing, in the same wall plane as a door, must be safety glazing if within 12" of the door and less than 60" above the walking surface, unless the glazing is leaded on faceted glass. Section 5406 (d) 7. 27.J Glazing in shower and tub enclosures shall Be tempered, laminated or approved plastic (including windows within 5 feet of tub or ,_. shower floor). Section 5406 (d) S.f 28. Sleeping rooms shall have a window or exterior door for emergency exit. Sill height shall not exceed 44" above the floor. The window must have an openable area of at least 5.7 square feet with the minimum openable width 20" and the minimum openable height 24".section ^ no A mezzanine is an intermediate floor and may not have a floor area exceeding 33 1/3 percent of the total floor area in the room below. The mezzanine floor must have a clear height of 7 feet, above and below, and must have the long side open to the room below except for posts and protective walls or railings not exceeding 42" in height. Section 1716. s3Q~. The loft you show does not comply as a mezzanine floor and is, by Uniform Building Code definition, a story. Section 1716. l^H^' L^r A-M7 KJ . P-F(W>\2r= & To Pg 3/25/86 D. KXTTS. STAIRWAYS. AHD BATT.TTKS Floors above the second story shall have not less than 2 exits. Section 3303 (a). ^^TT Required exit doorways shall be not less than 36" in width and not less than 6 '8" in height, and shall be capable of opening at least 90 degrees. Section 3304 (e). (33J Provide 36" high protective railing for porches, balconies, and open sides of stair landings. Openings between railings shall be less than 6'™ Section 1711. ( V 34} Snow how guardrail connection details are) °Vadequate to support 20 pounds per lineal foot at a right angle to the top rail. Table 23-B. Provide stairway and landing details. Section 3306 (b) & (c). f Maximum rise 8" and minimum run is 9". Minimum headroom is 6'6". c-; Minimum width is 30". .J All handrails per Section 3306 (j), shall satisfy the following: 0 Provide handrail for stairways with or more risers. bj Handrail shall be 30" to 34" above the nosing of treads. The handgrip portion of handrail shall be not less than 1 1/4" nor more than 2" in cross-sectional dimension. (See attached). 3?T Every stairway landing shall have a dimension, measured in the direction of travel, at least equal to the stairway width. Section 3306 (g). A door may open over a stairway landing provided the door, in any position, does not reduce the clear area of the landing in the direction of stairway travel, to less than one-half the required width of the stairway. Section 3306 (g). A door may open inward at the top step of a stairway provided the top step is not more than 7 1/2" lower than the floor level. Section 3304 (h). ^\40J Provide details of winding stairway complying with Section 3306 (d): ©Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from where the treads are narrowest. Maximum rise is 8 inches. Minimum width is 30 inches. Provide spiral stairway details, per Section 3306 (f): a. Minimum run is 7 1/2 inches measured at a point 12 inches from where the treads are the narrowest. b. Maximum rise is 9 1/2 inches. c. Minimum headroom is 6 feet 6 inches. >«. Spiral stairways may not be used for required exits when the area served is greater than 400 sq. ft. Section 3306 (f). 4 3/25/86 s>*4>; Spiral stairways must have a clear walking space of 26 inches between the column and handrail, show dimension. Section 3306 (f). Provide I.C.B.O. Research Report and Number for metal stairway, or submit plans and calculations and approved fabricator registered with the building department or note that the stairway fabrication shall be done under special inspection per the approved fabrication plans. Section 306 (a) 4B and Section 306 (f). In buildings over 2 stories in height, provide 3/4 hour fire-rated assemblies for all openings in the exterior wall below or within 10 feet horizontally of an exterior stairway An exit balcony with 2 separated stairways is exempt. Section 3306 (1). Exterior stairways shall not project into the 3 foot setback from the property lines. Section 3306 (n). ^>7T The walls and soffits of the enclosed usable space under interior stairs shall be protected on the enclosed side as required for one-hour fire -resistive construction. Section 3306 (m). E. ROOFIHG Specify roof slope, Roof slope is not adequate for roof type specified. Table 32-B; Section 3203 (h). ^<TT 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.g., title, etc., Section 107. ^-52*^ 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. The minimum slope for a fire retardant built-up roof, with cap sheet surfacing, is 1/2 inch in 12 inches. Section 3203 (e) 3. Specify minimum 1/4 inch per foot roof slope for drainage or design to support accumulated water. Section 3207 (a), Section 2305 (f) and Section 2511 (d) 6. >5. 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. Plastic skylight must be separated from each other by at least 4 feet. Section 5207 (a) 6. r~\,58.J Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attic area if at least 50% of the required vent is at least 3 feet above eave vents or cornice vents. Show required area and area provided. Section 3205 (c). F. MASONRY Provide fireplace construction details or note construction to be per attached fireplace standard drawing Chapter 37. j&. Show veneer support and connections in Seismic Zones 3 and 4, comply with Section 3002, 4, 5, 6, and Section 2515 (a) regarding ties and #9 wire in horizontal joints or show construction to be per attached sheets 30-1 or 30-2. 3/25/86 si. Show height and construction details of all masonry walls. Chapter 24 Note that cleanout openings shall be provided at the bottom of all cells to be grout filled over 41 in a single pour. Cleanout shall be sealed before grouting, after inspection. Section 2414 (a) 8. 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 2312 (j) 3. A. x6"4. Provide details for damp proofing the foundation walls, below finish grade, where useable space exists on the interior side of the walls. Section 1707 (d). Show a minimum 2" air space and flashing between planter and building walls. Section 2516 (c) 7. G. GARAGE AND CARPORTS Garage requires one-hour fire protection on the garage side of walls and ceiling common to the dwelling. Table 5. B. Section 503 (d). /<>7. All elements supporting floor above garage, including walls supporting floor joists, to have one-hour fire-resistive protection on the garage side. Section 503 (a). Show 1 3/8" solid core self-closing door for openings between garage and dwelling. Section 503 (d). Garages are not permitted to open into a room used for sleeping purposes. Section 1104, Openings between carport and residence require self-closing doors and stationary windows. Section 1214 Show garage framing section, size of header over garage opening, lateral cross bracing at plate line, method of bracing garage front, and holddowns if required. Chapter 23. NOTE: Maximum shear panel ratio of height to width is 3 1/2 to 1. Table 25-1. Doors may open into the garage only if the floor or landing in the garage is not more than 1/2" lower than the door threshold. Section 3304 (h). 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). H. POOMDATIOH REOODOEMENTS 74. 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). 75. The foundation plan does not comply with the soil report recommendation for this project. Please review the report and modify design, notes and details as required to show compliance. 76. Provide notes on the foundation plan listing the soils report recommendations for foundations, slab and building pad preparation. 6 3/25/86 77. The soils report recommends excavations be reviewed by soils engineer. Note on the /j^tv-foundation plan that "Prior to the Contractor pt- requesting a Building Department Foundation ft b Inspection, the soils engineer shall advise the building official in writing that: 1. the building pad was prepared in accordance with the soils report; 2. the utility trenches have been properly backfilled and compacted, and; 3. the foundation excavations, formings and reinforcements comply with the soils report and approved plan". 31$. Show height of all foundation walls. Chapter 23. Show height of retained earth on all foundation walls. Chapter 23. 8oJ If cut or fill slopes exist, show distance of foundation to edge of cut or fill slopes and show steepness and heights of cuts and fills. Chapter 29. Note on plans that wood shall be 6" minimum above finish grade. Section 2516 (c) 7. JVfc NNote on plans that surface water will drain away from building and show drainage pattern and key elevations. Section 2905 (f). S5^ Dimension foundation per U.B.C. Table 29A: Floors Supported* 1 2 3 Stemwall 6" 8" 10" Width 12" 15" 18" 34. Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3. Show foundation bolt size and spacing. Section 2907 (e). Specify size, I.C.B.O. number and manufacturer of power driven pins. Show edge and end distance and spacing. Section 306 (f). S~\87.) If required by structural calculations, snow size, imbedment and location of hold down anchors on foundation plan. Section 2312 (f). *~\88J If hold downs are required by calculations, note on plan that hold down anchors must be tied in place prior to foundation inspection. Section 305 (e) 2. S~\.89.) Show adequate footings under all bearing walls and shear walls. Section 2907 fix). Show on the elevations, stepped footings for slopes steeper than 1:10. Section 2907 (c). I91.) Show minimum 18" clearance from grade to bottom of floor joists and minimum 12" clearance to bottom of girders^. Section 2516 (c). jyi. Show pier size, spacing and depth into undisturbed soil. Table 29-A. Show minimum underfloor access of 18" x 24". Section 2516 (c). Show minimum underfloor ventilation equal to -L-gSb-JJ---L for..each_150 sq. Jt^ of underfloor- area. Openings shall be as close to corners as practicable and shall provide cross ventilation on at least two approximately opposite sides. Section 2516 (c). ^Foundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. 3/25/86 Specify that posts embedded in concrete shall be pressure treated per UBC Std. No. 25- 12. Section 2516 (c). FRAMING 96. Show wall bracing. Every exterior wood stud wall and main cross partition shall be braced at each end at least every 25 feet of length with 1 x A- diagonal let-in braces or equivalent. Section 2517 (g) 3. 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 in line. Sec. 2506 (g). Show blocking at ends and at supports of floor joists, and for rafters at exterior walls. Section 2517 (d) 3. Show solid blocking at ridge line and at exterior walls on trussed roofs. Section 2506 (g), Section 2517 (h). 100. Show double joists. Floor joists shall be doubled under bearing partitions running parallel with the joists. Section 2517 (d) 5. 101. 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. 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. Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2517 (h) 5. 34. Show 1/2" minunura clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). )5. Show double top plate with minimum 48" lap splice. Section 2517 (g) 2. 1Q6"T Show nailing will be in compliance with Table 25-Q. 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 between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings, c. in concealed spaces between stair stringers at the top and bottom of the run and between studs along and in line with the run of stairs if the walls under the stairs are unfinished; and d. in openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials . ^Ao. Show stud size and spacing. Maximum allowable stud heights; Bearing wall: 2 x A and 2x6 max. 10'; Non-bearing: 2x4 max. 14', 2 x 6 max. 20l. Table 25-R-3. 39. Studs supporting two floors, a roof and ceiling must be 3 x 4 or 2 x 6 at 16" o.c. Table 25-R-3. 8 3/25/86 [0. Note an A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the building inspector prior to erection. Section 306 (f). tHlJ Detail all post to beam and post to fBoting connections and reference the detail to the plan. Section 2516 (m). 112. Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513. 113. 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 4713 (d). : Show 3" x 4" or 2" x 6" studs in first story of three story building. Table 25-R-3. Provide truss details and truss calculations for this project, 116. Provide roof framing plan and floor framing plan. Section 302 (a) 7. 117. Provide framing sections through Section 320 (a) 7. 118. Specify all header sizes for opening over 4' wide. Section 2517 (g) 5. 119. Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (a) 7. 120. Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (9) 7. 121. Show on the plans all structural requirements developed in the structural calculations. Columns and posts located on concrete or masonry floors or decks exposed to the weather or to water splash or in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting above floors unless approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. Individual concrete or masonry piers shall project at least 8 inches above exposed ground unless the columns or posts which they support are of approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. Z4. Show location of attic access with minimum size 22" x 30". Section 3205. Show draft separation for attic areas between units in a duplex. Section 2516 (f). 16. Wood stud bearing walls, with studs at 24" o.c., require 3 ea. 2 x 4 or 2 ea. 2 x 6 or 2 ea. 3x4 top plates if supporting either floor members or roof trusses that are spaced more than 16" o.c. and do not bear within 5" of the supporting stud. Section 2517 (g) 2. U.27 ) Specify plywood grade and panel identification index. Table 25-N. When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). -~- If foundation cripple wall studs are less than 14" framing shall be solid blocking. Section 2517 (g) 4. 9 3/25/86 1130J Cripple wall studs exceeding 4 feet in height shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Section 2517 {g) 4. 131. Show plywood sheathing over exposed eaves, or other weather exposed areas, is exterior grade. Section 2516 (g) 3. Show a weep screed at the foundation plate line on all exterior and stud walls to be stuccoed. Section 4706 (e). 133. Show corridor width to be minimum 36". Section 3305 (b). -, Specify truss layout for 30" x 30" attic access. 15. Ridges, hips, and valleys shall be at least one size larger than supported rafters. Section 2517 (h) 3. Show minimum 30" deep unobstructed working space in front of furnace. Section 505, UMC. 14-3TT Note on plans, clearances to be per manufacturer's listing. Section 504, UMC. Furnace shall not be installed under any stairway. Section 704, UMC. 14-3T Furnace shall not be installed in any bedroom, bathroom or in a closet or confined space with access only through such room, unless specified as direct vent appliance, enclosed furnace or electric heating appliance. Section 704, UMC. Show I.C.B.O. approval number for prefab fireplace. Show access to the attic or underfloor furnace to be minimum 30 inches by 30 inches. Section 708 & 709 UMC. U.36J In open beam construction, provide strap ties across the beams at the ridge support. Section 2501 (b). J. HECHAHICAL All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. U-37J Show the size, location and_tyjje_of all heating and cooling appliances or systems. JJ®.Show source of combustion air to furnace, per Chapter 6, UMC. Every dwelling unit shall be provided with heating facilities capable of maintaining a room temperature of 70 degrees F. at 3 feet above the floor in all habitable rooms. Show basis for compliance. UBC, Section 1211. ixr; Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide. Section 708, UMC. Show permanent electrical outlet and lighting fixture controlled by a switch for the attic furnace. Section 708, UMC. Show details to comply with Section 709 for furnace under the floor, or Section 710 for roof or outside furnace. Note on plan: Gas vents and noncombustible piping passing through three floors or less shall be effectively draft stopped at each floor or ceiling. UBC, Section 1706 (a) 6. 10 3/25/86 K. ELECTRICAL (RATIONAL ELECTRICAL CODE) All wiring shall comply with the National Electrical Code. )0. Show on the plan the amperage of the electrical service, the location of the service panel and the location of any sub-panels. >1. Show location of all electrical receptacles. u.52./ Electrical receptacle locations and/or spacing is not adequate in <-\ U i Pb Show at least one convenience outlet other than outlets for laundry, etc., outdoors, in garages and basements. NEC, Art 210-52. U54/ Note convenience outlets in bathrooms, outdoors, and in garages and basements (other than for laundry and similar equipment) shall be GFI protected, NEC, Art. 210-8. 55. Note electrical system ground to be provided per NEC, Art. 250-81. L. PLUMBING (UNIFORM PLUMBING CODE) iStj. Show water heater size, type and location on plans. UPC, Section 1310. Show source for providing combustion air to fuel burning water heater. If wall opening in an enclosure are used, at least one-half of the required opening area shall extend into the upper twelve inches of the enclosure and one-half within the lower twelve inches. UPC, Section 1307. Fuel combustion water heater shall not be installed in bath or bedroom or in a closet opening into bath or bedroom UPC, Section 1309. Provide adequate barrier to protect water 'heater from vehicle damage. UPC, Section 1310. U.60 J Show T and P Valve on water heater and snow route of discharge line to exterior. UPC, Section 1007 (e). U.61J Provide dryer vent to outside. URC< Section 1903. Note on the plan that hose bibbs and lawn sprinkler systems shall have approved backflow prevention devices. UPC, Section 1003. Shower stall shall accommodate a 30" circle and have a minimum floor area of 1,02^ sq. in. UPC, 909 (d). M. HOISE INSULATION (DUPLEXES) 16#T Show details of duplex common (party) walls and floor/ceiling assemblies to achieve a Sound Transmission Class (STC) rating in walls of 50 decibles and on Impact Insulation Class (IIC) rating on floor/ceiling of 50 decibles. 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 insulated to maintain required sound transmission rating. Title 25. Provide insulation in walls and ceiling to achieve SIC of 50 between garage and living area if garage use is not controlled by resident. Title 25. 11 3/25/86 M. EHERGY CONSERVATION: PLEASE READ State regulations (California Admin. Code) require that the design satisy one of the attached alternative energy packages or submit calculations. The law also requires that many mandatory conservation items be satisfied. Show on the Title Sheet of the plans, the required elements of the alternative energy package that was selected, and next to each element show how you are complying with each element. If calculations were used, provide similar data on the plans. /16^. The plan sheet showing the required elements of the selected energy package, and listing the design elements showing compliance with that selected package, must be signed by either the owner or a licensed professional i.e., architect, engineer or contractor. A design professional must note his/her state license number. Section 1403 of Title 20.e show on the plans the "R" value for the s.^floors, ceiling and related areas. (170} Show double glazing as per Energy Design, \tn-Glazing Schedule. Show on the plan how shading requirements are satisfied. (l72y The plans are not in compliance with the energy conservation compliance package selected or design calculations provided. Show on plans conformance as follows: $0 A- A TTtE. U73J Specify on the building plans all of the mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Energy Conservation Requirements" . \174y Show the size, type, make, model and location of the space heating (or cooling) system and provide heat loss calculations if the -i<*W-output BTU/Hr. exceeds 45,000. O. CARLSBAD S.F.D. & POPtEX Energy conservation design should be for Zone 7 _ . See attached energy packages. Floor drains must have auto-prune (city policy). U.77J Note exhaust fans cannot be ductless type (city policy). \17S/ New residential units must be pre-plumbed for future solar water heating. Note "two roof jacks must be installed" where the water heater is in the one story garage and directly below the most south facing roof (City Ordinance No. 8093). 179. Note "two 3/4" 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). 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). Wil. Incorporate the waterproofing details, on the attached Policy 80-8, where interior living space occurs below grade at the masonry wall(s). ; TV 4>£: /v ,182J Show on the Title Sheet on the plans, the ormation required by the attached Developmental Services Sheet 102683. (l86.) UBC Adopting Ordinance 8792 requires Fire Retacdant roof on all itructurea (Sec. 18.04.230). Show compliance with UBC Section 3203 (ej . I'K-c: U83J All new residential buildings, including additions, require a soils report. Please, submit two copies. "^r" "-- »-•"= *-K^=-<^ -J City Qcdiaaixce 9792 require* two ing spaces/unit with clear area^of 20'x20' l.a. no washing machines, etc Show compliance. 18tfT~ Heavy timber framing, minimum 6" x 10" beams and minimus 8" x 8" post, for the structural beam and column supporting the fire separation between the garage and living area above, is acceptable if shown on the plans, (city policy). (l85.) please see additional corrections, or remarks, on the following page. The City of Carlsbad has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite. 208, San Diego, California 92123j telephone number of 619/56Q-1A68, to perform the plan check for your project. If you have any questions regarding these, plan check items, please eontatft 7AM A If f^~ at Esgil Corporation. If you have any questions regarding City Building permit procedures, please contact Carter Darnell at the City of Carlsbad, 2075 Las Palmas Dr., Telephone (619)438-1161 Thank you. Enclosures: 1. 2. 3. TTtF £ A rrVF .OAf j ^ TTtf".A. ,9)0 //b-/Zj O (ffifeftefo y 10/6/86 THE FOLLCWEK NOTES SPECIFYING HANDATGRY REQUIREMENTS SHOULD BE INCORPORATED ON PLAN SHEETS, OR CONTAINED WITHIN JOB SPECIFICATION DOCUMENTS. MANDATORY ENERGY CONSERVATION REQUIREMENTS OF THE STATS OF CALIFORNIA (1) All heating, ventilating, air conditioning, and water heating equipment shall meet all of the requirements of the Appliance Efficiency Standards and shall be certified by the California Energy Commission (2) A two stage thermostat, which controls the supplementary heat on its second stage, shall be provided for heat pumps. (3) Thermostats shall be equipped with an automatic setback, which the building occupant can program to automatically set back the thermostat twice in Ik hours. (4) Equipment which requires preventive maintenance to maintain efficient operation shall be furnished with complete necessary maintenance information (5) All gas-fired fan type central furnaces, gas-fired fan type vail furnaces, and cooking appliances shall be equipped with an intermittent ignition device. (6) All fan systems exhausting air to the outside shall be provided with backdraft dampers. (7) All transverse duct, plenum, and fitting joints shall be sealed with pressure sensitive tape or mastic to prevent air loss and shall be insulated to conform to the provisions of Section 1005 of the UMC, 1982 Edition (8) A vapor barrier is required in climate zone 1, 14, and 16 (9) All manufactured windows and sliding glass doors shall meet the 1972 ANSI air infiltration standards and shall be certified and labeled. (10) All swinging doors and windows leading to unconditioned areas shall be fully weather-stripped. (11) Storage type water heaters and storage and backup tanks for solar systems shall be externally wrapped with R-12 insulation or greater. (12) The five feet of pipe closest to the water heater, if outside conditioned space, shall be insulated with a minimum of R-3. Steam and steam condensation return piping and recirculating hot water piping outside the building envelope shall be insulated in accordance with T20-1406(d). (13) Lamps used in luminaries for general lighting in kitchens and bathrooms shall have an efficiency of not less than 25 lumens per watt. (14) Showerheads and faucets shall be equipped with flow restrictors as outlined in the appliance efficiency standards and shall be certified to the Energy Commission. (15) Masonry and factory-built fireplaces on exterior walls, shall be equipped with tight-fitting closeable metal or glass doors covering the entire opening of the firebox; a combustion air intake equipped with a readily accessible, operable, and tight fitting damper to draw air from the outside of the building; and a tight fitting flue damper with a readily accessible control. (16) Insulation used shall comply with California Quality Standards. (17) The insulation installer shall post a signed certificate...Section 276. Insulation Certificate (All Occupancies). After installing insulation, the installer shall post in a conspicuous location in the building a certificate signed by the installer and the builder stating that the installation conforms the requirements of Title 24, Part 2, Chapter 2-53, and that the materials installed conform with the requirements of Title 20, Chapter 2, Subchapter 4, Article 3. The certificate shall state the manufacturer's name and material identification, the installed "R" value, and (in applications of loose fill insulation) the minimum installed weight per square foot consistent with the manufacturer's labeled density for the desired "R" value. (18) For infiltration control all openings and penetrations must be caulked and sealed, such as around windows, at sole plates, and openings for utility pipes and wires. Form ECH 3/5/86 CITY OF CARLSBAD Table 7. Alternative Component Packages, Climate Zone 7 Building Measure INSULATION R-VALUE MINIMUM Ceiling Wall "Heavy" Wall "Light Mass" Wall Slab Floor Perimeter Raised Floor ATTIC3 GLAZING Maximum U-Value Maximum local Area Z Maximum Tocal Nonsouth Area Z Minimum Total South Area Z SHADING COEFFICIENT South-facing Glazing West-facing Glazing North-facing Glazing East-facing Glazing THERMAL MASS EQUIVALENT Z Slab Floor Exposed7) 8 INFILTRATION CONTROL Continuous Barrier Electrical Outlet Plate Gaskets Air-To-Air Heat Exchanger SPACE HEATING SYSTEM Gas Furnace Seasonal Efficiency Z Heat Pump ACOP Electric Resistance*3- SPACE COOLING SYSTEM A/C or Heat Pump SEER WATER HEATING SYSTEM Gas. Heat Pump or Solar with Any Backup Solar with Gas Backup Package Designacion A 19 11 2.5 4.0 NR 11 NR 1.1 NR 9.6 6.4 NR NR NR NR 50 NR- NR NR MIN .5 0 REQ B J C 30 11 2.5 3.5 7 11 NR .65 14 NA NR NR NR NR NR NR NR NR NR UN 2.5 NO REQ 19 a 2.5 3.5 NR 11 NR 1.1 14 NA NR NR NR NR NR NR NR NR NR MIN 2.5 NO REQ D 30 11 NA NA NR NA REQ .65 20 NA NR NR NR NR NR 25 NR NR NR MIN 2.5 NO REQ E 30 11 NA NA NA 19 REQ .65 20 NA NR NR .36 NR NR 5 NR ^ NR MIN 2.5 NO REQ I 30 11 2.5 NA NR NR REQ .65 20 NR NR NR NR NR NR 25 NR NR NR MIN 2.5 NO REQ 2345 19 11 *> *i- .. NA NR NR NR 1.1 24 NR NR NR NR NR NR 25 NR NR NR MIN 2.5 NO REQ 30 11 2.5 NA NR 19 REQ .65 20 NR NR NR NR NR NR 20 NR NR NR MIN 2.5 NO REQ 19 11 2.5 NA NR 19 NR 1.1 24 NR NR NR NR NR NR 15 NR NR NR MIN 2.5 NO REQ 30 11 2.5 NA 7 11 NR .65 NR 8.4 5.6 NR NR NR NR NR NR NR NR YES REQ fa 19 11 2.5 NA NR 11 NR .65 NR 9.6 6.4 NR NR NR VR 50 NR NR NR YES EQ Appendix B fl-9 C-70 AC? Table 17. Notes for Tables 1 through 16 LEGEND: NR - Not required, N/A - NoC applicable, REQ - Required, ' MIN - Minimum efficiencies required by Section 2-5306 of the regulation. NO - Heating system type not allowed, YES - Heating system type allowed. 3. Whenever an attic la required, it must cover at least three-quarters (3/4) of the ceiling area over conditioned space and be vented. In alternative component packages which require thermal mass (other than Package A), the specified percentage of mass must be directly exposed to the conditioned space. To determine the floor area directly exposed to the conditioned space. To determine the floor area, count only the first floor in conditioned areas. Uncarpeted first floor areas, such as linoleum or tiled entry ways, kitchens, bathrooms, and utility closets may all be counted towards this requirement. Thermal mass required for Packages E,l,2,3 and 4 must be either equivalent to a slab floor covering one-fourth (25 percent) of the floor area with a thickness of at least 2 Inches and a volumetric heat capacity of 28 Btu/ft^ °F (see below for surface area of materials examples) or provide the minimum total mass capacity listed in Table 17 of Appendix A (use the Point System to calculate the mass for other materials). Climate Zone 7 Slab Floor X 15 20 25 4" brick exposed one side 21 28 35 Concrete block 90 pcf block density, grouted 4" 18 24 30 6" 17 22 28 Concrete block 140 pcf block density, solid grouted 4" 14 18 23 6" 13 18 22 11. For Packages 5 and 6 electric resistance and radiant heating systems shall have two or more separately controlled zones in each dwelling unit. Date CITY OF CARLSBAD Prepared byt 7T;^C/t*r £_ VALUATION AND PLAN CHECK PEE PLAN CHECK NO. ©7-)O~7 Q Bldg. Dept. Q Esgil BUILDING ADDRESS ar?;7_ cA-2-APE^ O /9)^- APPLICANT/CONTACT fAo;*-*^ H^A^U^. PHONE NO. 7LIU~K>7 / -/OS -727? BUILDING OCCUPANCY £*>lMl TYPE OF CONSTRUCTION ^W BUILDING PORTION /_/(/ l^r^ AvJ££/V , ^ ~~* — /5^t£_/S/7T|f''~ . y • Air Conditionine Commercial Residential Res. or Comm. Fire Sprinklers Total Value BUILDING AREA &&r^7tTf/7 5"3)?^So(^ ^ DESIGNER PHONE 'J CONTRACTOR VALUATION MULTIPLIER 451 ^ !M @ <a e PHONE > ] VALUE ^-f^^TDoT /^^U- 4^zJ-r °^H 7S~$ ' ^jj=4-%7-e@^ /^/ Fee Adjusted To Reflect Building Permit Fee $ Plan Check Fee $ D Energy Regulations (Fee x 1.1) QHandicapped Regulations (Fee x 1,065) •r=^B- COM MENTS' 3/4/82 PLAN CHECK NO. ZONE: ADDRESS DATE '/> PLANNING TYPE OF PROJECT AND USE: SCHOOL DISTRICT: SAN DIEGUITO SETBACKS: FRONT _ DISCRETIONARY ACTIONS: ENCINITAS SIDE CARLSBAD SAN MARCOS REAR REDEVELOPMENT PERMIT REQUIRED:_ LANDSCAPE PLAN COMMENTS: ENVIRONMENTAL REQUIRED: COASTAL PERMIT REQUIRED: YES ADDITIONAL COMMENTS: NO OK TO ISSUE: u OJ -C c ENGINEERING LEGAL REQUIREMENTS LEGAL DESCRIPTION VERIFIED?_ EASEMENTS: CK6k APN CHECKED? \/e> -—IT- EDU'S: A)pA4*u)gfUtiigf- RIGHT-OF-WAY: DRAINAGE: IMPROVEMENTS: ERMITS REQUIRED FIELD CHECK DATE & INITIALS GRADING COMPLETION CERTIFIED:_ INDUSTRIAL WASTE: J FEES REQUIRED PARK-IN-LIEU QUADRANT; f FEE PER UNIT: / "" 7^ P.F.F.: AJA- TRAFFIC IMPACT FEE PER UN IT' TOTAL FEE: TOTAL FEE^blD* * L -. FACILITIES MGMT. FEE: SEWER FEE (CQNNECTIO fi / Ltk/\) RIDGE & THOROUGHFARE FEE EWER LATERAL E ADDITIONAL COMMENTS: Q) "U1- 0)01 •£o £ - CL 3 03 ± U «D Q OK TO IS ^1DPD2;DPD6:10/W86 BfrHl-:- hfcARDLE RESIDENCE IDT 744, CAZADERO DRIVE IA COSTA MEADOWS CARLSBAD, CALIFORNIA ROBERTO DOMINGO CIVIL ENGINEER ASSOCIATED WITH MICHAEL. C. ROBINSON DESIGN and CONSTRUCTION GEN CONTRACTOR UC. 345440 P O Box 119 FALLBROOK. CA 92028 /.OF. CALCULATED BY.."DATE •CAUf /^ *# ROBERTO DOMINGO CIVIL ENGINEER ASSOCIATED WITH MICHAEL. E. ROBINSON DESIGN and CONSTRUCTION GEN CONTRACTOR LIC. 345440 P O BOK 119 FALLBROOK. CA 82028 . ^.Jilu. 728-5380 w£**MJtt*^*i JOB •HCETNO.Of. CALCULATED IV. CHECKED •¥ _ •GALE .DATE .DATE 7 o ROBERTO DOMINGO CIVIL ENGINEER ASSOCIATED WITH MICHAEL e. ROBINSON DESIGN and CONSTRUCTION GEN CONTRACTOR DC 345440 P O Box 119 FALLBROOK. CA 9202B 728-5380 uJ^^^t JOB •MtETNO, CALCULATED iY. CHECKED »Y — KALE Of_ .DATE .DATE / / ROBERTO DOMINOO CIVIL ENGINEER ASSOCIATED WITH MICHAEL E. ROBINSON DESIGN and CONSTRUCTION GEN CONTRACTOR LlC. 345440 P O Box 119 FALL BROOK. CA 92026 JOB BHEETNQ. CALCULATED BY. CHECKED iY „ A.,OF_ .DATE DATE J. J to- ROBERTO DOMINGO CIVIL ENGINEER ** ASSOCIATED WITH MICHAEL E. ROBINSON DESIGN and CONSTRUCTION CALCuurEogv _ DATE GEN CONTRACTOR LlC. 345440 CHECKED •» DATEP O Bo* 119 FALLBROOK. CA 92028 «w«*" DATE . *~. ^ JA^72fi-SaftQ^ g^-r^.^- '--—' ICALI z;^7 A ROBERTO DOMINGO CIVIL ENGINEER ASSOCIATED WITH MICHAEL E. ROBINSON DESIGN and CONSTRUCTION GEN CONTRACTOR LIC. 345440 P O Box 119 FALLBROOK. CA 92028 JOB &_.Of. CALCULATED BY. CHECKED »Y _ •CALff DATE C ~3. teh 5?<t Jj^6_ /0&0 ROBERTO DOMKNQO CIVIL ENGINEER ASSOCIATED WITH MICHAEL E. ROBINSON DESIGN and CONSTRUCTION GEN CONTRACTOR LIC. 345440 P O Box 11ft FALLBROOK. CA 82028 JOB CALCULATED 0V. •CAl* — -*-T 1 -2- ROBERTO DQMINQQ CIVIL ENGINEER ASSOCIATED WITH MICHAEL E. ROBINSON DESIGN and CONSTRUCTION GEN CONTRACTOR LlC. 345440 P O Box 119 FALL BROOK, CA 92026 , .^.^juiu. 728-5360 ^£**^^-*i JOB •MEET ma. CALCULATED BY. CHECKED BY — BCALC OF™. .DATE DATE = .i 0-J, ROBERTO OOIVUNQO CIVIL ENGINEER ASSOCIATED WITH MICHAEL 6. ROBINSON DESIGN and CONSTRUCTION GEN CONTRACTOR LlC 345440 P O Box 119 FAUBROOK. CA 92028 .Jttlu. 728*5380 i^^xjB^i^ JOB SHEET NO. CALCULATED •¥_ CHECKED IY _ •CAUE .Of__ CAFE DATE 7 ROBERTO DOMINQO CIVIL ENGINEER ASSOCIATED WITH MICHAEL E. ROBINSON DESIGN and CONSTRUCTION GEN CONTRACTOR UC. 345440 P O BOM 119 FALLBROOK. CA 92028 .JM^ 728-5380 ^J^-x^^i* .^^, -*^~ joe CALCULATED IV. CHECKED »V •CALC .DATE DATE _/- - ROBERTO DOMIISIQO CIVIL ENGINEER ASSOCIATED WITH MICHAEL E. ROBINBON DESIGN and CONSTRUCTION GEN CONTRACTOR LlC. 345440 P O Box 119 FALL BROOK. CA 92028 JO0 SHEET NO. CALCULATED BY. CHECKED »V _ •CALE .DATE .DATE ROBERTO DOMIIMQO CIVIL ENGINEER ASSOCIATED WITH MICHAEL E. ROBINBOIW DESIGN and CONSTRUCTION GEN. CONTRACTOR UC. 345440 P O Box lift FALLBROOK. CA 92028 joe •HEETNO.. CALCULATED •¥. CHECKED §Y _ •CALI -W DATE .DATE --f- V 1 2 3 4 5 6 7 6 9 10 12 12 13 14 13 16 17 IB 19 f TYPE ft WTCRIAL i" CypeuB Boardeven V CypftjD Board (5/8") i" Gypaun Board (B1U) S/SVCypsuD Board (Blkd) i" Cypsun Board (5/8") tea -f) i" Cypeun Board (Ea.F.) (5/8") i" Gypeun Board (Ea,F.)(BUol) 5/8" Gypsun Brd. (Ea.F.) (Blkd) 3/8" Plywood (Scd) 3/8" Plywood (Std) V8"PlyvcaJ (Std) 3/8" Plywood (Std) V8 " Plywood (Struct. I) J/8" Plywood (Scd) (Ea.F.) 3/8" PlJ^cod Std) (EA.F.) 3/8" Plywood Std) (EA.F.) jctenor Tdce- Stucco/XnTCriar jypeun Board ict .Face-Stucco ntfiKIyp. Board ict. Face-Stucco Int^Gyp. Board we e^c*' W TC u.^£*M c.N.e 7"(6)(6d) 5d C.N.? (»" (6)(6d WCJ4.e 4" a C.N. e 4" id C.N. ^ 7"o.c.(6d id C.N. £ »"o.c. 6d id C.N. e 4" 3d C.N. & 4" id@6" o.c. klg 4" o.c. idea" o.c. 8d§2" o.c. 8de2" o.c. 8d@4" o.c. 8d @2i" o.c. ad£2" o.c. 5d C.N.@ 7" O.C. (6d) 5d C.N.@ 4no.c.6d 6d C.N.^ 4" o.c. P/Z"* X*US'§ RD." Wt 3CAR WALL *'V « 10T' AB. 372" J'V * 1CT1 A^. *72" i" ^ M ior A j. £72" i" ^ x lOf1 A3, @48" i" *i x icr AJ. $48-* i" tf x ia» A3. ^48" 5/8" i x 1(T A.B. g 48" V8" r4 x KT A.B. g 32" 5/8" i x lOT1 A.B. e 48" 5/8" i x JOT A.B. ^ 32" 5/811 *S x 1(T H.B. ^ 24" 5/811 «i x lOT1 ^.B. ^ 24" V4" «t x 12" ^.B. e 24" i/4" «$ x 12" *.B. ^ 24" 3/4" 4 x 12" A.B. £ 16" 3/4" «J x 12" A.B. ^ 16" " i x Itf1 !\.B. @ 48" " ^ x la1 A.B. @^8tt 5/8" «$ x ia( A.B. £ 32" c-F'W> FOfit QRIVEM ANtKKS^Sni RBra9etl3346 ^24M RaDfietl3346**" • Rao9etl33^>6*»" Ranset 13348eie11 W/4x4§ Edges W/4x4^£d#s ( <•-', !i 0/C l6d*U*r O.C. 16d912 o.c. i6d«r o.c. i6des" o.c. 16d « 6" o.c. 16d 9 6" o.c. I6d @ 4M o.c. I6d @ 4" o.c. L6d 6 6" o.c. I6de4" o.c. :6d 9 5" o.c. L6de2i" o.c. 6d § 2"(2 tow Stags.] 6d e r<2 CM Stagg/ 6d e ii" 2 Row St^t 6d @ li" Row Stag* 6d§6" o.c. 16d e 6" O.C. 16d«4M o.c. THjfcfflrNAIL. OA: 16d^6" O.C. J6d 9 6" o.c. 16d « 6" o.c. 16de.6" o.c. 16d « 6" o.c. H6d 6 6" o.c. :>inpecn /O5 ^ 24" ;)urpaon *O5 e 16" iinfison IL35 @ 24" iwpson •05 e 16" unison' iG5e 12" iuipaan iG5 $ 1211 junsonoses1' Sampson Aases11 UBpsan A35 * 12"ffl.si itqison A35 ei2"ee si 6de6" o.c. 16d @ 6" o.c. Simpacfi A35 ^ 16" AOflW. "" SiE^'PLF V-100 V-123 V-150 V-175 W2DO V^50 V-300 V-350 V^65 - V065 V-492 V^35 V-730 V-770 V-1135 e V-1210 e V-2DO V-£50 V-350 9^4 -M \ Civil Engineering • Plannntng • Lsnd Developing • Surveying SAN MARCOS ENGINEERING, INC 370 MULBERRY DRIVE SUITE E SAN MARCOS CA 92069 (6191 744-OIM Soils and Foundation Engineers April 7, 1987 Re: Lot 744 of La Costa Meadows Unit // 4 McArdle Residence 2712 Cazadero Drive Carlsbad, California Addendum to Geotechnical Investigation Report Foundation Recommendation for above referenced proj ect. Interior wall footings can be a minimum of 151' wide with bottom of footing to be at least 18" below adjacent finish grade and continuously reinforced with 1-//5 bar placed 3" above bottom of footing and l-#5 bar placed 2" below top of stem of footing San Marcos Engineering, Inc Alfow^o D. Neis R.C.^E 28846 PRELIMINARY GEOTECHNICAL INVESTIGATION REPORT OF1 I I I l I • 370 MULBERRY DRIVE, SUITE E I I I l l I LOT 744 OF LA COSTA MEADOWS UNIT NO. 4 FOR MR. ED MC ARDLE BY SAN MARCOS ENGINEERING, INC MULBERRY DRIVE, SUITE SAN MARCOS, CA 92069 I I I I I I I I I I I I I I I I I I I SAN MARCOS ENGINEERING 380 EULBERBY DBIVE, SUITE B SU BA8COS, Cl 92069 (619) 744-0111 Civil Engineers * Planners » Land Developaent * Surveys t Soi]s and Foundation Engineering Job #87054 March 23, 1987 Mr Ed McArdle Howell Architecture & Planning 417 Carmel Street San Marcos, CA 92069 Re Lot 744 of La Costa Meadows Unit No. 4 Cazadero, Carlsbad, CA Dear Mr McArdle: As per your request we have conducted a preliminary soils investigation of the above referenced lot and the following report is hereby submitted Our investigation was conducted to assess the geotechnical conditions at the site which may affect the proposed single family residential structure and to gather soils data on which to base foundation recommendations. Regional G e o _l_o_g_y_ The site is located in the Coastal portion of northern SAN MARCOS ENGINEERING civil soils and foundation I I Cont 'd San Diego County and the adjoining low rolling foothills of the Peninsular Range of Southern California. The nearest known active faults are the Elsinore Fault Zone located 24 miles to the northeast and the offshore extension of the Rose Canyon-Newport/Inglewood Fault Zone which lies 6 to 8 miles offshore beneath the Pacific Ocean about 10 miles to the southwest. I Soils Investigation I Three (3) test pitswereexcavatedat siteat the D approximate locations marked T-l to T-3, inclusive in I the attached Plate 2. Soils encountered were visually • identified and classified in accordance with the Unified Soils Classification System shown in Appendix C • of this report . | Appendix B shows the log of the soils encountered. Soil samples were brought to the laboratory for further I testing and identification. Appendix C shows the Unified Soils Classification System used in the • soils identification. SAN MARCOS ENGINEERING, INC. civil soils foundations Cont 'd.,. The test pit soils indicated very compact Brown Clayey to Silty Sand with rock fragments overlying shale rock of various degrees of weathering. The topsoil of about 6" consists of Brown Silty Sand with some or games. Grass grows abundantly in site area. Very dense shale rock was observed at about 1.5 feet to 2 feet below existing natural ground surface. Plate 1 shows the Vicinity Map of the project. Laboratory Soils Testing Two types of soils were tested for maximum dry density in accordance with ASTM 1557-78 and the results are shown below: Soil Type *Max. Dry *Optimum Moisture Density(pcf) Content (%) Light Brown Silty 125.0 12 to Clayey Sand Brown Silty Sand, 126.5 10 Trace of Clay, Trace of fine rock fragments *Testing per ASTM D1557-78. Gradation analysis of soil sample taken from T-l is shown in Appendix B. Expansion index test of the Silty to Clayey Sand SAN MARCOS ENGINEERING, INC. civil soils foundations Cont'd... material indicates an E.I. of 10 which shows material to be of very low potential expansion. Conclusions and Foundation Recommendations 1. It is our opinion that the existing site: soils can safely support the proposed building structure provided the recommendations following aire observed during the design and construction of the structure. 2. The Recommended Earthwork Specifications found in Appendix A forms part of these recommendations unless the provision are in conflict with the recommendations stated below. In cases of such conflict, the specific recommendations stated below wil1 prevail. 3. The proposed foundation system of raa sed woodeni floors spanning between continuous footings is satisfactory. It is recommended that the bottom of the continuous footings be at least 24" below the lowest adjacent exterior finish grade. If rock is encountered at shallower depths, it is recommended that the existing rock be stripped clean of weathered or disintegrated materials so that bottom of footing will be resting on competent rock. 12" long of #5 rebar dowels are recommended to be SAN MARCOS ENGINEERING, INC. civil soils foundations Cont'd... placed at 36" on centers along the bottom of footing resting on rock. Depth of bottom of footing should be a minimum of 12 inches. 4. An allowable soil bearing pressure of L800 psf can be used in the determination of footing widths. | Minimum footing width is recommended to be 15 m inches. All interior and exterior footings should be continuously reinforced with l-#5 bar placed 3" I above bottom of footing and l-#5 bar placed 2" below top of stem of footing. 5. Concrete slab should be at least 4 inches thick and • reinforced with 6x6- 10/10 welded wire mesh or with #3 rebars placed 24" on centers on both I directions. The slab should be underlain by 2" • sand over moisture barrier over 4" of 3/4" crushed rock base over the prepared subgrade as shown I I • i below: 4" Concrete Slab 2" Sand | ( . , . ' I 4" Crushed Rock / / s—/ ' > ^ 3/4" Size i • 6. Prior to preparation of the foundation system, the subgrade should be wetted to about 3 percent above optimum moisture content of the subgrade soils. i i I i i i i SAN MARCOS ENGINEERING, INC. civil soils foundations Cont 'd.,. 7. During footing excavations, it is possible that hard rock might be encountered which will require blasting or heavy equipment use. 8. A soils engineer should inspect the foundation trench soils prior to footing concrete pour or construction. 9. This firm should be notified if soils different from the soils presented herein are found at site during the grading operations so that"' a proper evaluation and recommendations can be made. 10. All surface water runoff should be directed away from the foundation system. SAN MARCOS ENGINEERING, INC. civil soils foundations Cont "d.. . Limitation of Report This report is based upon surficial and limited subsurface observations and logical projections inferred from observed conditions. Should conditions varying from those reported be found during development, a qualified soils engineer should inspect the site and evaluate the potential effect of our recommendations. The report has been prepared in accordance with generally accepted soils and foundation engineering practice. No other warranties expressed or implied are made as to the professional advice and recommendations contained. This report is provided for the exclusive use of the client or his authorized agents. If you have any question regarding this report, please call 744-0111 and mention Job #87054. Very truly yours, SAN MARCOS ENGINEERING I I I I I I I I I I I I I I I I I I I SAN MARCOS ENGINEERING, INC. civil Cont'd... Enclosures: soils foundations Appendix A. Appendix B. Appendix C. Plate 1. Plate 2. Recommended Earthwork Specifications Trench Log & Laboratory Test Results Unified Soils Classification Vicinity Map Location of Test Trenches Distribution: (4) Addressee I I I I I I I I I I I I I I I I I I I flPPENDIX R RECOMMENDED EARTHWORK SPECIFICftTIONS APPENDIX A RECOMMENDED EARTHWORK SPECIFICATIONS GENERAL DESCRIPTION. The objective is to obtain uniformity & adequate internal strength in filled ground by proven engineering procedures and tests so that the proposed structures may be safely supported. The procedures include clearing and grubbing, removal of existing structures, preparation of land to be filled, processing the fill soils, filling of the land, and the spreading and compaction of the filled areas to conform with the lines, grades, and slopes as shown on the approved plans. The owner shall retain a Civil Engineer qualified in Soil Mechanics (herein referred to as Engineer) to inspect and test the filled ground as placed to verify the uniformity of compaction of filled ground to the specified 90 percent of maximum dry density. The Engineer shall advise the owner and grading contractor immediately if any unsatisfactory conditions are observed to exist and sha11 have the authority to reject the compacted filled ground until necessary corrective measures are taken to comply with the specifications. It shall be the sole responsibility of the grading contractor to achieve the specified degree of compaction. 2. CLEARING, GRUBBING, AND PREPARING AEEAS TO BE FILLED. (a) All brush, vegetation, and any biodegradable refuse shall be removed, piled, and burned or otherwise disposed of as to leave the areas to be filled free of vegetation and debris. Any uncompacted filled ground or loose compressible natural ground, shall be removed unless the report recommends otherwise. Any unstable, swampy, or otherwise unsuitable areas shall be corrected by draining or removal, or both. SAN MARCOS ENGINEERING civil, foundations & soils (b) The natural ground which is determined to be satisfactory for the support of the filled ground shall then be plowed or scarified to a depth of at least six inches (6"), and until the surface is free from ruts, hummocks, or other uneven features which would tend to prevent uniform compaction by the equipment to be used. (c) After the natural ground has been prepared, it shal1 then be brought to the proper moisture content and compacted to not less than 90 percent of maximum density in accordance with the A.S.T.M. D1557-78 method which uses 25 blows of a 10 pound rammer falling 18 inches on each of 5 layers in a 4-inch diameter 1/30 cubic foot cylindrical mold. (d) Where fills are made on hillsides or exposed slope areas, with gradients greater than 10 percent, horizontal benches shall be cut into firm undisturbed natural ground in order to provide both lateral and vertical stability. This is to provide a horizontal base so that each layer is placed and compacted on a horizontal plane. The initial bench at the toe of the fill shall be at least 10 feet in width on firm undisturbed natural ground at the elevation of the toe stake placed at the natural angle of repose or design slope. The Engineer shall determine the width and frequency of all succeeding benches which will vary with the soil conditions and the steepness of slope. MATERIALS AND SPECIAL REQUIREMENTS. The fill soils shall consist of select materials free from vegetable matter, and other deleterious substances, and shall not contain rocks or lumps greater than 6 inches in diameter. This may be obtained from the excavation of banks, borrow pits or any other approved sources and by mixing soils from one or more sources. If excessive vegetation, rocks, or soils with inadequate strength or other unacceptable physical characteristics are encountered, these shall be disposed of in waste areas as shown on the plans or as directed by the Engineer. If, during grading operations, soils are found which were not encountered and tested in the preliminary investigation, tests on these soils shall be performed to determine their physical characteristics. Any special treatment recommended in the preliminary or subsequent soil reports not covered herein shall become an addendum to these specifications. I I I I I I I I I I I I I I I I I I I SAN MARCOS ENGINEERING civil, foundations & soils 4• PLACING, SPREADING, AND COMPACTING FILL MATERIALS. (a) When the moisture content of the fill material is below that specified by the Engineer, water shall be added in the borrow pit until the moisture content is near optimum to assure uniform mixing and effective compaction. (b) When the moisture content of the fill material is above that specified by the Engineer, resulting in inadequate compaction or unstable fill, the fill material shall be aerated by blading and scarifying or other satisfactory methods until the moisture content is near optimum as specified. (c) After processing, the suitable fill material shall be placed in layers which, when compacted, shall not exceed six inches (6"). Each layer shall be spread evenly and shall be throughly mixed during the spreading to ensure uniformity of material and moisture in each layer. (d) After each layer has been placed, mixed and spread evenly, it shal1 be throughly compacted to not less that the density set forth in paragraph 2(c) above. Compaction shall be accomplished with sheepsfoot rollers, multiple-wheel pneumatic-tired rollers, or other approved types of compaction equipment, such as vibratory equipment that is specially designed for certain soil types. Rollers shall be of such design and maintained to such a level that they will be" able to compact the fill material to the specified density. Tamping feet of sheepsfoot rollers shall be maintained such that the soil will be compacted rather than sheared by the roller. Rolling shall be accomplished while the fill material is at the specified moisture content. Rolling of each layer shall be continuous over its entire area and the roller shall make sufficient trips to insure that the specified density has been obtained. Rolling shall be accomplished in a planned procedure such that the entire area to be filled shall receive uniform compactive effort. (e) The surfaces of the fill slopes shall be compacted by means of sheepsfoot rollers or other suitable equipment. Compacting operations shall be continued until the slopes are stable and until there is no appreciable amount of loose soil on the slopes. Compacting of the slopes shall be SAN MARCOS ENGINEERING civil, foundations & soils accomplished by backrolling the slopes in increments of 3 to 5 feet in elevation gain or by other methods producing satisfactory results. (f) Field density tests shall be taken for approximately each foot in elevation gain after compaction, but not to exceed two feet in vertical height between tests. Field density tests may be taken at intervals of 6 inches in elevation gain if required by the Engineer. The location of the tests in plan shall be so spaced to gave the best possible coverage and shall be taken no farther apart than 100 feet. Tests shall be taken on corner and terrace lots for each two feet in elevation gain. The Engineer may take additional tests as considered necessary to check on the uniformity of compaction. Where sheepsfoot rollers are used, the tests shall be taken in the compacted material below the disturbed surface. No additional layers of fill shall be spread until the field " density tests indicate that the specified density * has been obtained. (g) The fill operation shall be continued in^six inch {6") compacted layers as specified above, until the fill has been brought to the finished slopes and grades as shown on the accepted plans. Inspection. Sufficient inspection by the Engineer shall be maintained during the filling and compacting operations so that he can verify that the fill was constructed in accordance with the accepted specifications. Seasonal Limits. No fill material shall be placed, spread, or rolled if weather conditions increase the moisture content above permissible limits. When the work is interrupted by rain, fill operations shall not be resumed until field tests by the soils engineer indicate that the moisture content and density of fill are as previously specified. 7. Limiting Values of Nonexpansive Soils. Those soils that expand 3.0 percent or less from air dry to saturation under a unit load of 150 pounds per square foot are considered to be nonexpansive. All recommendations presented in the attached report are a part of these specifications. SAN MARCOS ENGINEERING CIVIL. ENGINEER* SOILS & FOUNDATION Natural Ground Surface Stripping Depth: Remove All Topsoil TT Slope Ratio= Fill V Notes: 1. Width W should be at least 10' . 2tt The outside edge of bottom key shall be below topsoil or loose surface material. 3. Keys are required where the natural slope is steeper than 10 percent gradient or 10 horizontal to 1 vertical. TYPICAL KEY BENCHING FOR SLOPES No Scale 33O viui_9ewpiv DRIVE bAI*» MARCC5 C.\ flPPENDIX B TRENCH LOG S- LABORATORY TEST RESULTS SAN MARCOS ENGINEERING \ I i ii i i i i i i i i i i i Boring No _ Sr-eot No / of /- ORINGS CONTRACT NO E'ev. Biows on Casing on Spoon fof 8' Penetration No Depth Ma'anal & Remarks ^H ZZ. . /* I / c SAN MARCOS ENGINEERING I I I I I I I I I I I I I o. v« .„ '« i 9i 74 A Oi I I Soring NO _.of CONTRACT NO SAN MARCOS ENGINEERING CiV'l. Ci-<3'-KlM» SOIL.* * F aoo ^UL.<.~O.V« • »~ s.**cc« c* *ic. Bonng No Shea! Mo / iiiiiii BOINGS FOR°A CONTRACT NO E'tv.O on Casing Blo^s on Spoon for Q" Penetration No Depth Ma-anal RenarK* ^ sC- s*L Lj=-2- * £-3 SAN MARCOS ENGINEERING CIVIL ENGINEERS Job No,By. Location Date S - o . <B 11^en i) 0 *» u!• ** Iu - O O O / o o 8 CMo ^co o •• d •s t.J u u Wl!T £ -t^ 5 -•or— m « =es V) Sk ^s ^ ^ ^ ^^ \ ooooqooo oooO * GO r-- •£ ut ^ m f^-J >—« "^ 1HOIH AS SAN MARCOS ENGINEERING Project: PLATE Moisture vs. Dry Density Curve Soil Type: Location:^k ~7 140 130 120 H ? 0 110 Q 100 90 8 12 16 MOISTURE CONTENT, % 20 24 Remarks: SAN MARCOS ENGINEERING Project: PLATE Moisture vs. Dry Density Curve Soil Type: Location: 140 130 t 120 W Q 110 CEQ 100 90 0 8 12 16 MOISTURE CONTENT, % 20 24 Remarks; /: 38O M I I I I I I I I I I I I I I I I I I I APPENDIX C UNIFIED SOILS CLASSIFICATION I I I I I I I I I I I I I I I I I I I APPENDIX G UNIFIED SOU. CLASSIFICATION SYSTEM MAJOR DIVISIONS COARSE GRAINED SOILS FINE GRAINED SCHLS TH-*N GRAVEL AND GRAVELLY SOILS 5C/. SAND AND SANDY SOILS TK4M *« SILTS AND CLAYS s»us AND CLAYS CLEAW GRAVELS fUTTLf <?S vjtf F MtS) GRAVELS WITH FINES aEAN SAfCS SANDS WITH FINES LIQUID LIMIT LESS THAN 50 LIQUID LIMIT GREATER THAN 5O HIGHLY ORGANIC SCHLS LETTER SYMBOL * GW GP GM GC SW SP SM SC ML CL OL MH CH OH PT DESCRIPTIONS ^WTUPSJ,HO Flk,» *!UT MO PNB «^IL KEY TO SAMPLE CAT* V 25 2 — , (PCF) , REQUIRED TO DRIVE \ AMPLER 12 INCHES WITH \L8 HAMMER. MAXIMUM MO.STWE CONT^NT.(% Of CRY DCNS.TY)^ ^^^^^ •DEPTH OR ELEVATION (FEET) SANfLE RECCVERY UNDISTURBED DISTURBED NO RECOVERY SAMPLER TYPE HO - 3 INCH SPLIT TUBE SAMPLER T\V - 3 INCH THIN WALL SAMPLER SPT - 2 INCH SPLIT TUBE SAMPLER C - ROCK CORE B - BULK DISTURBED SAMPLE SM LOG LETTER SYMBOL FOR SOL TYPE DISTINCT CONTACT BETWEEN SOIL STRATTX GAAOUAL CHANGE BETWEEN SOL STRATA BOTTOM OF BORING SAN MARCOS ENGINEERING UNlFiED SOIL CLASSIFICATION SYSTEM AND KEY TO SAMPLE DATA SAN MARCOS ENGINEERING, INC 370 MULBERRY DRIVE SUITE E SAN MARCOS CA 92069 |6!9) /44-OH1 Surveying • Soils and Foundation EngineersCivil cng peering • Plannning I I I I I I I I I I Civil Engineering • piannnmg • Land Developing • Surveying SAN MARCOS ENGINEERING, INC 370 MULBERRY DRIVE SUITE E SAN MARCOS CA 92069 |619| 744-0111 Soils and Foundation Engineers I I I Tiff r BENTON ENGINEERING. INC. APPLIED BOIL MECHANICS FOUNDATIONS 6717 CONVOY COURT • AN DIEGO CALIFORNIA P2111 •HILIP HENKING BENTON *RCtlDENT CIVIL CNCINCEt September 10, 1973 (714) »65 1983 La Costa Land Company Costa Del Mar Road Roncho La Costa, California 92008 Subject:Project No. 71-3-24D \ Grading Permit No. L-5970 1 Final Report on Compacted Filled Ground T> Tf f* Tf ¥ V E j3 And Classification of Soil Conditions •*•*' Lots 585 to 665, inclusive 712 to 717, inclusive 725, 726, 728, 729 736, 737, 739 740 and 742 And Certain Street Areas "Jlg^Losta Meadows Carlsbad, California SEP 2 4 1ST3 CITY OF CARLSBAD Gentlemen; This Is to report the results of tests and observations made in order to inspect the compaction of filled ground placed on certain areas of Lots 585 to 665, inclusive, 712 to 7]7, inclusive, 725, 726, 728, 729, 736, 737, 739, 740, and 742 and certain street areas of La Costa Meadows Unit No. 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 and the classification of the expansive soil conditibns presented herein pertains only to those lots graded to level building pads during this initial site development. The approximate areas and depths of filled ground placed under our inspection in accordance with the approved specifications are shown on the attached Drawing No. 1, entitled "Location of Compacted Filled Ground." The grading plan used for the placemen! of filled ground was prepared by Rick Engineering Company and approved May 18, 1971 . The approximate locations at which the tests were token and the final test results are presented on pages T-l to T-19, inclusive, under the "Table of Tes^ Results.11 The laboratory determin- ations of the maximum dry densities and optimum moisture contents of the major fill materials are presented on pages T-20 and T-21, under the "Laboratory Tesf Results." Some of the maxi- mum dry densities shown in the "Table of Test Results" were combinations of these. The tests were taken during the weekly periods indicated on the following page. or0|cct No. 71-3-24D to Costa Meadows Unit -2-September 10, 1973 Test Numbei 1 to 16, 17 to 38, 39 to 43, 44 to 45, 46 and 47 48 to 50, 51 to 95, 96 to 138, 139 to 167, 168 to 220, 221 to 273, 274 to 328, 329 to 391, 392 to 452, 453 to 500, 501 to 572, 573 to 580, 581 to 615, 616 to 626, 627 and 628 629 to 632, 633 to 636, 637 and 638 Week Ending Inclusive Inclusive Inclusive Inclusive inclusive inclusive inclusive inclusive inclusive Inclusive inclusive inclusive inclusive inclusive inclusive inclusive Inclusive inclusive inclusive inclusive March March April May May July March March March March April April April April April May May May June June July May May 20, 1971 27, 1971 10, 1971 8, 1971 15, 1971 17, 1971 4, 1972 11, 1972 18, 1972 25, 1972 1, 1972 8, 1972 15, 1972 22, 1972 29, 1972 6, 1972 13, 1972 20, 1972 10, 1972 17, 1972 29, 1972 ' 5, 1973 12, 1973 The final results of tests and observations indicate that the compacted filled ground has been placed at 90 percent of the maximum dry density or greater. It has been determined that the fill materials, compacted to 90 percent of the maximum dry density, have a safe bearing value of 1930 pounds 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 ore placed closer to the exposed slopes than 5 feet inside the top of compacted filled ground slopes, these should be deepened one foot below a 1 1/2 horizontal to 1 vertical line projected outward ond downward from a point 5 feet horizontally inside the top of compacted filled ground slopes. Tests indicate that the compacted filled ground is adequate to satisfactorily support the proposed wood frame dwellings without detrimental settlements. lnv *'lfv/ clay,ond sandy clay soils were placed in the upper three feet in certain compacted fill areas and also exist In the upper three feet below finished grade in certain cut areas. The final classifications of the soil conditions existing on the level graded lot areas ore presented on the following page. 'NTON INCINCrHlNC IMC rro|ect No. /1-3-24D |_a Costa Meadows Unit No 4 -3- Critically Expansive Soils In order to minimize possible damaging effects due to differential movements of these potenr Holly expansive soils, the following special design and precautions are recommended: 1. Avoid the use of isolated interior piers. Use continuous interconnected reinforced footings throughout, and place these at a minimum deprh of 24 inches below the lowest adjacent exterior final ground surface. Where in-place rock conditions exist at shallower depths, then less deprfi of ex- cavation is permissible to a minimum of 12 inches. 2. Reinforce and interconnect continuously with steel ban all interior and * exterior footings with one *5 bar at 3 inches above the bottom of fhe footings and one *5 bar placed 1 1/2 inches below the top of the stems of the footings. 3. Raised wooden floors that span between continuous footings are best, or use concrete slabs reinforced with at least 6x6-10/10 welded wire fabric. A minimum of 4 inches of crushed rock 3/4 to 1 inch in size should be placed beneath all concrete slabs and covered with a moisture barrier. Two inches of clean sand should then be placed oveV the moisture barrier and below the bottom of the slab. 4; Separate garage slabs from perimeter footings by a 1/2 inch thickness of construction felt or equivalent, to allow independent movement of garage slabs relative to perimeter footings. Assure complete separation by extend- ing the fel* over the full depth of rhe front thickened edge of the garage slab. Also, cut off the garage door stops at least 1/2 inch above the slab. 5. Provide positive drainage away from all perimeter footings with a vertical fall of at least 5 inches in a horizontal distance of 5 feet outside the house walls. >"\ » //) \ C-^L-". -^ ' ENGINEERING INC Project No. 71-3-24D ( La Costa Meadows Unit No. 4 -4-r September 10, 1973 Respectful!/ submitted, BENTON ENGINEERING, INC By R. C. Remer Reviewed by ff^ Philip H. Benron,Civil Engineer DIstr: (4) Addressee (1) Rcncho Lo Costa, Inc. Attention; Mr. Burton L. Kramer (1) Rick Engineering Company, Carlsbad (2) San Diego County Engineering Department Attention: Mr. H. M. Taylor Attention: Mr. Wiliard Robinson (1) City of Carlsbad Attention; Department of Building Inspection (2) Attention; Department of Engineering (1) Simpson and Gerber, Architects Project No. 7K3-24D La Costa Meadows Unit No. 4 T-20 LABORATORY TEST RESULTS r The maximum dry densities and optimum moisture confenh of the ma[or fill materials as deter- mined by the A.S.T.M. D 1557-66T method, that uses 25 blows of a 10 pound rammer falling from a helghf of 18 inches on each of 5 layers In a 4 inch diameter 1/30 cubic foot compaction cylinder, are presented as follows: Soil Description Red-brown fine to medium sandy clay Yellow-brown silty fine to medium sand with silrstone chunks Light yellow-brown silty fine to medium sand with silrstone Brown silty fine to coarse sand with 30 to 40 percent gravel Light green with streaks of rusty-brown silty clay Light brown with streaks of orange-brown silty clay Medium brown fine to medium sandy clay with flecks of rust Light yellow-brown streaks of gray silty fine to medium sand with small chunks of sfltsfone Brown fine to medium sand with flecks of yellow-gray Red-brown silty clay Brown fine sandy clay (topsoil) with scattered gravel Light olive-green silty clay Light whitish-gray clayey silt with streaks of rust and yellow Light yellow-brown slightly clayey very fine to fine sand with rusty flecks of lime Light to yellow-brown flecks of white and rust silty clay with scattered fine to medium grains and occasional cemented chunks Light gray with some yellow slightly silty fine sand Light olive-green clayey silt Medium brown fine sandy clay Gray-brown silty clay Light brown-yellow clayey fine sand Brown fine sandy clay (topsoit) Medium brown slightly silty fine to medium sand with few coarse grains Light to medium brown clayey silt Light yellow-brown iHty very fine to fine sand with streaks of rust and lime Maximum Optimum Moll- Dry Density ture Content Ib/cu ft % dry wt 111.3 116.0 111.0 137.8 112.8 120.6 118.0 117.4 120.2 111.9 f 119.0 116.9 111.3 113.7 109.3 115.3 109.0 119.0 110.6 116.8 118.9 121.4 106.7 113.3 15.0 13.7 15.4 8.4 16.9 12.2 12.4 13.1 11.5 15.3 11.5 13.0 16.0 13.8 14.0 13, 16. 13 16 12.4 13.0 11.3 17.4 14.2 BIN1ON Project No. 71-3-24D T-21 La Costa Meadows Unit No. f LABORATORY TEST RESULTS (CONT.)* Maximum Optimum Mots Dry Density fure Content Soil Description Ib/cu ft % dry wt Dark gray-black fine sandy clay with lime 115.6 13.fi Light gray with yellow streaks of si I ty cloy 110.7 15.1 Light gray with yellow streaks ot silty very fine 116.1 13.2 to fine sand with very slightly clay binder Light brown fine sandy silt 115.0 13.6 Medium brown fine to medium sandy clay 126.5 9.4 with scattered gravel Light brown silty fine to coarse sand with 119,0 13.1 T 20 to 30 percent gravel (D.G.) ' Light gray-brown slightly silly fine sand 109.6 12.4 (micaceous) (Import) Light yellow-brown silty very fine to fine sand 113.5 11.5 Light brown silty clay and cemented chunks (flecks white) 109.8 15.2 Light brown slightly silty fine to medium sand 121.0 10.0 Gray-green silty clay 111.2 13,6 Red-brown fine to coarse sandy clay with gravel 123.8 11.9 Dork gray-brown fine sandy clay 122.3 11.4 Light yellow-brown silty fine to medium sand 122.0 11.0 Yellow-brown silty very fine to fine sand 116.0 12.5 Yellow-brown silty very fine to fine sand 119.6 , 12.4 with slight clay binder Yellow-brown silty very fine to fine sand 114.2 13,2 Light gray-brown silty fine sand with white flecks 112.2 15,2 Brown gravelly silty fine to coarse sand ~ 137.6 £.4 Red brown silty clay 120.2 11.5 Brown fine to medium sandy clay with scattered gravel 126.5 9,4 WFr.tU'i I LEUCADIA COUNTY WATER DISTRICT APPLICATION FOR SEWER SERVICE The application must be signed by the owner (or his representative) of the property to be served The total charges must be paid to the District at the time the application is submitted 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 collected 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 in the same manner as property taxes The full sewer service charges for all subsequent years shall be collected on the tax roll in the same manner as property taxes There will be no additional fee or refund if service actually com- mences on a different date The prorated sewer service charge shall not be required in those applications for sewer permits for subdivisions Such applicants shall be required to notify the District, on forms provided by the District, of escrow closing on individual properties within the subdivision Sewer service charges shall commence upon close of escrow and will be the responsibility of the buyer If a service lateral is required, it will be installed by the LEUCADIA COUNTY WATER DISTRICT The service lateral is that part of the sewer system that extends from the mam collection line in the street {or easement) to the 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 e<pense, of the sewer pipeline (building sewer) from the applicant's plumbing to the point in the street (or easement) where a connection is made to the service lateral The connection of the applicant's building sewer to the service lateral shall be made by the applicant at his expense The connection must be made in conformity with the District's specifications, rules and regulations, and 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 LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CONSIDERED INVALID AND WILL NOT BE ACKNOWLEDGED In the event unusual construction conditions occur, such as blasting, jack hammering hard rock, dewatenng, 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 OWNER'S NAME Edward McAHle ADDRESS 262 Bolero Ridge Place^•r_^jv_^ *- dg2026Ca7 PHONENUMBER SERVICE ADDRESS TRACT NAME/NO _ 2712 Cazadero Street LCM # 4 i OT# 744 ASSESSOR'S PARCEL NO 215-400-03 TYPE OF BUILDING S£D NO /UNITS. CONNECTION FEE $ .. 1 ATFRAI RI7F FARFM^NT EXTRA FOOTAGE @$ /Fo FYTRADFPTH (5)$ /Fnnt 1 ATFRAI FFF INSPFrmON DEPOSIT PRORATED SFWFRSERV FFF TfYTAI S 1 PAID BY GASH .CHFCKtf 503 tOt 50. 63. 13. 00 50 50 The undersigned hereby agrees that the above information given is correct and agrees to the conditions as stated S - £/// iAlA/}/!* //// Supple, to mm}1^M~~ 6.iO-87 WV.R. 12197 Owner Signature Date Rec'd By Account No LEUCADIA COUNTY WATER DISTRICT APPLICATION FOR SEWER SERVICE Owner's Narre Theodore Jacobs, M.D. Paryrn M. Jacob s . M. D.Phone No. (702) 735-025*. MaI ling Address 77 Country Club LanS Las Vegas, NV . 891Q9 Service Address: W Cazadero Street Tract Description: lot 7^and 744, Assessor's Parcel No. < 1 /$- •+-* -"—tXi « Type Of Building single family Lateral Size: 4" 02- 4 Extra Footage: 6" @ $ _ No. Units 2 Connection Fee $3 nnn.nn Saddle Easement Connectiori(pxe_pd 200.00) Extra Depth:0 $?.finn.nn Amount Rec'd Ck. No/Cash • CO Rec'd By Lateral Fee Prorated Sewer Service Fee Total fa,000.on The application must be signed by the owner (or his authorized representative) of the property to be served. The total charges must be paid to the District at the time the application is submitted. If a service lateral is required, it will be installed by the Leucadia County Water District. The service lateral is that part of the sewer system that extends from the main collection line in the street (or easement) to the 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 (building sewer) from the appli- cant's plumbing to the point in the street (or easement) where a connection is made to the service lateral. The connection of the applicant's building sewer to the service lateral shall be made by the applicant at his expense. The connection must be made in conformity with the District's specifications, rules and regulations; and 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 COLLEC-_ TION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CONSIDERED INVALID AND WILL NOT BE ACKNOWLEDGED. The prorated sewer service fee is based upon the date the District estimates that service will begin and covers the balance of the fiscal year. There will be no additional fee or refund if service actually commences on a different date. For succeeding fiscal years, the sewer service fee will be collected on the tax roll in the same manner as property taxes. The undersigned hereby agrees that the above information given is correct and agrees to the conditions as stated. onv-o 1\ / Owner's Siorta'ture y Account No. To, KCftRQLE, EQWfiRD 2S2 eOLERQ RIDGE PLflCE ESCQNDIDG, Cfl 32026 Date Invoice Date Dept Name Recount No Invoice No : 0394 067 IS/SO 03/08/88 COM DEVELOPMENT 880-513-93-06 *** PLEflSE RETURN ONE COPY GF INVOICE WTH REMITTflNCE *** Services and Material Furnished PCS87-107 FfiCILlTY M6MT FEES 20 Days $0 00 £0 Days $0 00 90 Days V $310 00 ^. PHOUKLPftflr'' TQTflL DUE $0.00 $310.00 COLLECTION NOTICE - Please Remit Please contact office to avoid referring your account to a collection agency.