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HomeMy WebLinkAbout2440 LA COSTA AVE; ; 86-112; Permitit APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. CARLSBAD BUILDING DEPARTMENT APPLICATION & PERMIT - Carlsbad, California 92008-1989 (619) 438-5525 -608 ADDRESS AV. ST. RD. NEAREST CROSS ST. DATE OF APPLICATION BUSINESS LICENSE # 'VALUATION PERMIT NUMBER LOT .. BLOCK SUBDIVISION I ASSESSOR PARCEL NO, CONTRACTOR . t- L O ' ° ° CONTRACTORS PHONE ZONE 5 , OWNER'S NAME OWNER'S PHONE PLAN 1.0. # BUILDING SO. FOOTAGE CONTRACTORS ADDRESS LICENSE NO, OWNER'S MAILING ADDRESS DESIGNER DESIGNER'S PHONE ' DESCRIPTION OF WORK DESIGNER'S ADbRS ) . 0 ES s r LICENSE NO. \ FLRELEV. I NO OCCGP EDU STORIES .YD NO 7'/28786658- OOUT38 ' '7'/287 86 77E CENSUS TRACT' ND USE I PARKING SPACE RES UNITS GRADING PERMIT ISSUED I I TYPE DC LOAD FIRE SPR 7GP IREDEVELOPMENT AREA YO no YD%! . yD NX Norv;iidUn/enuMachinecerrified OTY. PLUMBING PERMIT- ISSUE 7 QTY. MECHANICAL PERMIT- ISSUE SUMMARY/ACCOUNT NUMBER EACH'.Pi3TUfiE'TRAPS CP- INSTALL FURN. DUCTS UP TO 100,000 BTU BUILDING PERMIT - 001-810-00-00-8220 EACHBUILDING SEINE 81, ' -' OVER 100000 BTU , - .- SIGN PERMIT 001-810-00-00-8221 / EACH WATERHEATER AND/OR VENT ' ;3)_ L BOILER/COMPRESSOR UP TO 3 HP PLAN CHECK 2'c EACH GAS SYSTEM I TO 4 OUTLETS .5T0 BOILER/COMPRESSOR 3.15 HP TOTAL PLUMBING 1Il10 -00-00-8806 J EACI-4,GAS SYSTEMS DR MORE ' METAL FIREPLACE 9' ELECTRICAL 001-810-00-00-8223 EACH INSTAL., ALTER, REPAIR WATER PIPE ' VENT FAN SINGLE DUCT -. . MECHANICAL SE 1'81oo1 2' EACH VACUUM BREAKER '7 MECH EXHAUST - HOOD/DUCTS - - MOBILEHOME - 001-810-00-uI5 V '-WATER'SOFTNER . s"- - . ' RELOCATION OF CA FURNACE/HEATER MOBILEHOME of cAR,R EACH ROOF DRAIN (INSIDE) . . . ' SOLAR ib TOTAL MECHANICAL _______________________________________________ R?- . STRONG MOTION . 880 g'-g2' '•'.•'/3 . ------ TOTAL PLUMBING ' I FIRE SPRINKLERS 001-810-00-00-8227 PUBLIC FACILITIES FEEa/.. 332-810-00-00-8930 QTY. -ELECTRICAL PERMIT - ISSUE QTY SOLAR -ISSUE1 . 17 RE ) 7c2 NEW CONST CA AMPISWt!BKR .,5 COLLECTORS . . - SCHOOL FEE - OISTRI. 1 PH 3 PH ' STORAGE TANKS . - jCarlsbad EXIST BLDG EA'AMP/SWT/BKR ' ROCK STORAGE ' - ndnitas - - N, 3 P , PUMP , ' SanDiegeiio REMOOEL:ALTER P,CIRCUIT 1) PLAN CHECK FEE - San Marcos i ii TEMP POLE 200 AMPS - OYER200AMPS,________________________________ '.'LICENSE TA TEMP OCCUPANCY (30 DAYS) ' - ' ' , MFF' 880-519-92-57 ,/ CREDIT DEPOSIT V/1 I I TOTAL ELECTRICAL A:~ Li TOTAL SOLAR bL FEES AY - 4., I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMiT" AND DO HEREBY Eapiratlon. Every permIt issued by the Building Olfic provisions of this * AN OSHA PSRM:T IS REQUIRED FOR EXCAVATIONS OVER Code shall expire by limitation and become null and void. It 1150 building or work CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE authorized by such permit is not commenced within tOO days from the date 01 such 50" DEEP AND DEMOLITION OR CONSTRUCTION OF DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS i permit, or if the building or work authorized by such permit is suspended or STRUCTURES OVER 3 STORIES IN HEIGHT ISSUED: TO COMPLY WITH ALL CITY. COUN1 V AND STATE LAWS GOVERNING BUILDING CON abandoned at any time after the Work is commenced for a period of bOO days. STRUCTION, WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS. COSTS AND CONTRACTOR 0 APPROVED BY EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. DA ~E BY PHONE 0 USE BALL POINT PEN ONLY & PRESS HARD C] I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with SectiorE 1000) of Division 3 of the Business 41 and Professions Code, and my license is in I full force and effect. L. LIc No _________________ Class o 0 I hereby affirm that I am exempt from the Contrac- tors license Law mr the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which re- quires a permit to construct, alter. improve, demolish, or repair any structure, prior to its issuance also requires he ap- plicant for such permit in tile a signed statement that he is licensed .pursoani to the provisions at the Contractors License Law (Chapter 9 commencing with Section 7000 01 Division 301 the Business and Professions Code) or that is ex- empt therefrom and the basis lot the alleged exemption. Any violation 01 Section 7031.5 by an applicant for a permit sub -)ects the applicant to civil penally 01 not more than hue bun' ,dred dollars (5500). cc I, as owner 01 the property, or my employees with wages LU as their sole compensation, wilt do the work, and the struc- turn is not intended or otmered tar sale (Sec. 7044, Business ..j and Professions Code: The Contractors License Law does 5 not apply to an owner 01 property who builds or improves m thereon and who does such work himself or through his own employees, provided that Such improvements are not intend- 'Li ed or uttered tom sate. 'II, however. the building or imprnne- Z mont is sold within one year 01 completion, the owner-builder 39 will have the burden of proving that he did not build or im- prove for the purpose 01 sate). I. as owner at the properly, am excl usively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply loan owner 01 property who builds Or im-proves thereov, and who contracts for each projects with a contractor(s) 'ticonse pursuant to the Contractor's License Law),., 0 Asa homeowner tam improving my home, and the follow- ing conditions exist: . The work is being performed prior to sale. I have lived in my home for twelve months prior to completion 01 this work, i have not claimed this enemptino during the last three years. - 0 6m exempt under Sec. _________________ . a & P.C. for this reason . = . - ...-. 'U •l hereby affirm that t have a certificate 01 consent to - sett.insaroOr a certificate of Workers Compensation In. suravce. or a certified copy Iliereol (Sec. 3000. Labor Code) POLICY NO. ' 'COMPANY U Copy is tiled with the city U Certified copy is hereby burnished 'Li. --. CL , CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE , (This Section need not be completed it the permitcc .. is for one hundred dollars lorOal or less) Lu U t certify that in the performance 01 the work for which cc this permit is issued.) shall not employ any personin any f manner so auto become subject 1011,0 Workers' Compen. - . . sation Laws 01 California. NOTICE TO APPLICANT: It. alter making this Certificate 01 Euemption, you should become subject to the Workers' Compensation provisions 01 the Labor Code, you maul forthwith comply with such provisions or this permit Shall he deemed revoked. r 0 I hereby affirm that there is a construction lending cc agency to, the performance Of the work for which this per. 01 mit is issued (Sec. 3097. Civil Code) zi, - r 'LI I Lender's Name -II L. Lender's Address - TYPE DATE INSPECTOR BUILDING FOUNDATION REINFORCED STEEL MASONRY GUNITE OR GROUT SUB FRAME E FLOOR E CEILING SHEATHING U ROOF U SHiEAR FRAME EXTERIOR LATH INSULATION INTERIOR LATH & DRYWALL p ( PLUMBING U SEWER AND BL/CO ci pico UNDERGROUND DWASTE El WATER TOP OUT DVIATER TUB AND SHOWER Po GAS TEST U WATER HEATER 0 SOLAR WTER ELECTRICAL 0 ELECTRIC UNDERGROUND 0; UFFER ROUGH ELECTRIC * 0 ELECTRIC SERVICE TEMPORARY O BONDING 0 POOL MECHANICAL o DUCT & PLEM., 0 REF. PIPIJG HEAT — AIR COND. SYSTEMS VENTILATING SYSTEMS CALL FOR FINAL INSPECTVON WHEN ALL APPROPRIATE ITEMS ABOVE HAVE BEEN APPROVED FINAL PLUMBING ELECTRICAL "\ MECHANICAL 'N GAS BUILDING SPECIAL CONDITIONS FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS INSPECTOR'S NOTES INSPE'CTION REQ. IF CHECKED SPECTOR'S IN APPROVAL- DATE SOILS COMPLIANCE PRIOR TO FOUNDATION INSP c.,r &j4.-_ STRUCTUL.CONCRETE OVER 2000 7PSI PRESTRESSED CONCRETE ' ' 7.7,11 POST TENSIONED CONCRETE FIELD WELDING HIGH STRENGTH BOLTS .) t. 4 3 SPECIAL MASONRY PILES CAISSONS _____________ _____ / __ :,,• I - •1 - ,., 'v' - __r- - " .- .'.'..- - _•__'t - -. Y' -•\ -.- - iNAUILP1G INSPECQN 'f ANCH(ECUBER: 62 DATES 1-87 111 rS' .'___' ,'.I •• .-, PROJECT NAME: ADDRESS: :2440 La Costa PROJECT NO.: -- UNIT NUMBER: PHASE NO.: TYPE OF UNIT:' NUMBER OF UNITS: 1 Gun CONTACTPERSON:___________________________________________________________________________ CONTACT TELEPHONE: 1572 all dept ii DATE INSPECTED: __________ APPROVED _____ DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: / APPROVED DISAPPROVED COMMENTS: 1V' - - I - ~l -, " I Rev. 1186 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: UtiIitie PIangGD: Fire FINALBUILDING INSPECTION ,,y, LAN CHECK NUMBER: PROJECT NAME: ADDRESS: PROJECT NO.: TYPE OF UNIT-- CONTACT PERSON:_ CONTACT TELEPHONE: 86-112 2440 La Costa Ave ________ UNIT NUMBER: sfd NUMBER OF UNITS: Gus 755-8672 all dept DATE: 8-27-87 PHASE NO.: INSPECTED DATE SEP 0 1 1987 - BY: f'' '-' INSPECTED: APPROVED DISAPPROVED INSPECTED. DATE BY: INSPECTED:' APPROVED DISAPPROVED INSPECTED DATE BY: ' INSPECTED: APPROVED DISAPPROVED . • &i9sta Real Municipal Water Distridt 'COMMENTS: Engineering Department (619) 438-3367 Rev. 1/86 WHITE Suspen Water District GREEN Engineering CANARY Utilities PINK Planning GOLD Fire 4 FINAL BUILDING INSPECTION 1 ' 86-112 9-.1-87 PLAN-CHECK NUMBER: DATE: PROJECT NAME: - ADDRESS: 2440 La Costa . PROJECT NO.: UNIT NUMBER: PHASE NO.: TYPE OF UNIT: NUMBER OF UNITS: CONTACT PERSON: CONTACT TELEPHONE: 7558672 all dept BY: INSPECTED . -. DATE APPROVED DISAPPROVED INSPECTED DATE. - BY: . - INSPECTED: APPROVED DISAPPROVED INSPECTED .. DATE BY: - INSPECTED: APPROVED . DISAPPROVED COMMENTS:. Rev. 1186 WHITE: Suspense BLUE: Water District GREEN: Engineering RY:UtiiitiPlPlanning GOLD: Fire .• - - •- . . ..., -- '-'-.- , . - .. •• .-. . • FINAL BUILDING INSPECTION PLAN CHECK NUMBER: .. DATE: 8*2*87 PROJECT NAME: ADDRESS: 2440 La. Couta Ave PROJECT NO.: UNIT NUMBER: _________________ PHASE NO.: - TYPE OF UNIT: zIfd NUMBER OF UNITS: CONTACT PERSON: Gus CONTACT TELEPHONE: 7538672 U dept INSPECTED BY: DATE . INSPECTED: APPROVED DISAPPROVED INSPECTED DATE . BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: . INSPECTED: ____________ APPROVED . DISAPPROVED - .. . COMMENTS: l'LO./L1tJ_I42 ) Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Plan g GOLD: Fire I ••' - - i'' FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 86-112 . DATE: 8-2797 PROJECT NAME: ADDRESS: 2440 La Costa Ave PROJECT NO.: UNIT NUMBER: PHASE NO.: TYPE OF UNIT: - . Sfd NUMBEROF UNITS: 1 CONTACT PERSON: Gus CONTACT TELEPHONE: 755-8672 all dept INSPECTED & DATE INSPECTED: 87 APPROVED DISAPPROVED INSPECTED . DATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: 0 INSPECTED: ___________ APPROVED 0 DISAPPROVED COMMENTS: 0 - Lj f - - - Tj Rev. 1/86 WHITE: Suspense BLUE: Water Dist ri t GREEN: EngIneering CANdRY: Utilities PINK: Planning GOLD: Fire ESGIL CORPORATION 9320 CHESAPEAKE DR.. SUITE 208 SAN DIEGO, CA 92123 (619)560-1468 DATE: 7, /& JURISDICTION: C171 c c' PLAN CHECK NO: Itz PROJECT ADDRESS: 2446 tA (i ,4/e APPLICANT JURISDICT FILE COPY UPS DESIGNER 10 PROJECT NAME: D The'planstransrnjtted 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 - - are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies U 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. U 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 11L!J plan check has been complete Esgil staff did advi app1 ant that the plan check has n LI been completed. rso cc acted: A,c /,9çqy4/ Date contacted: Telephone REMARKS: 1) cJM r i1- )4'fl EJU7J rba '1 w1qrpf? Pi -c cAM,jip BY*:- ./—,j £'t- (41( ENCL: ESGIL CORPORATION • 1U11R 80-8 SU3JECT; WAtflPROOrING OELOtt OAb MASONRY WALLS FF.ECTIVE: 9/23/80 [SECTION*: BUILDING DEPAP.THF.UT SUPERSEDES: PURPOSE: . TO ESTABLISH A :UNIFORM POLICY FOR WATERPROOFING BELOW GRADE MSONRY WALLS.-.. POLICY: ,The Building Department requires approval in advance of any method of waterproofing below grade masonry walls exdept the one shown below. --i-c-i- . - • 5FELT SECURED AND SEALED 1.1 3 At F'LICATIC)i4S OE. 1101. . • S. ' GRAVI L (t1IN '1 t)tt111 r'u•'i•: OI'I 1I( )I i i 01-11 Il l / * S. Ifl.,'\II'1 •!'lII. I. • . S.. ...... AT • • S liii t i t I C(I K) : • S A p j'rov cd Iy : ESGIL CORPORATION 9320 CHESAPEAKE DR.. SUITE 208 SAN DIEGO. CA 92123 (619) 560-1468 DATE: ,iP(N /7. J JURISDICTION: CITY OF CARLSBAD PLAN CHECK NO: PROJECT ADDRESS: z44o L4 (or /1V PROJECT NAME: 0 APPLICANT f) JURISDICTION PLAN CHECKER []FILE COPY O UPS O DESIGNER 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 fl with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies 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 D copy 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 plan staff check did not has been advise the applicant contact person that completed. U Esgil staff did advise applicant that the plan check has been completed. 'Person contacted: Date contacted: Telephone # REMARKS: BY: ENCL : PLlcu o - ESGIL CORPORATION' N / PLAN CEECK I. -iii.. r Date initial plan check completed: JURISDICEICH: CITY OF CARLSBAD TO: (7L) //Axl5ii'IEY i72. tY5J2f2LAI r Ove A&I bIEfrb. TELNENO. -. PFJDJ= ADORES: ?L44ô L L&-,173 Ale - PLAN Q)RRION SHER! SIN.E FAIIILT AND DUPLEX WLDS Date plans received by jurisdiction: 3-(_g6 Date plans received by Esgil Corporation: Applicant contact person: Telephone: 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. Present California law mandates that residential construction comply with Title 24 and the following model codes: 1982 UBC (eff.7/l/85) 1982 UPC (eff. 10/1/85) 1984 NEC (eff. 10/1/85). 1982 UMC (eff. 3/l/85) The above regulations apply to residential construction, regardless of the code editions adopted by ordinance. The items listed need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), 1982 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. 7 •' To speed up the recheck process, note on this list (or a CODY) where each correction item has been addressed i.e.. plan sheet, specification, etc. Be sure to enclose the marked up list -. . when you submit the revised plans. Carlsbad List 10, Single Family Dwelling and Duplex With All Supplements 1 2/13/86 : A. PLANS 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. Plans, specifications and calculations shall 'be signed by a California state licensed engineer or architect. (California. Business and Professions Code). 5.D 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). Ve Provide a statement on the Title Sheet of plans that this project shall comply with Title 24 and 1982 UBC, UMC, and UPC and 1984 NEC. 7. Submit fully dimensioned plot plan drawn to cale 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. u' Aro1 EXiS Section 302 (c). 2 2/13/86 ,,. Indicate distance from center line of street or alley to property line and distance from property lines to proposed building. Section 302 (c). B. PIRE prici 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)). Ix . Projections, including eaves, may not tend more than 12 inches into the 3 foot setback from the property line. Eaves over required windows shall be not less than 30 inches from the side and rear property lines. Section 1710 and Section 504 (a) and (b). Plastic skylights shall not be installed 4thin 8' of an exterior wall located where openings in such exterior wall are prohibited or required to be protected. Section 5207 (a) 7. i/i. Projections, including eaves, shall be 6ne-hour fire-resistive construction, heavy timber or of noncombustible material if they project into the 3' setback area from the property line. Section 1710. 13. Show location of permanently wired smoke Lector, centrally located in corridor leading to sleeping rooms or-above stair if sleeping rooms are on upper level. Section 1210. ?1Q OJ LthjZ )/fe. 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. C. ROM SIZE, LI(T, VfIflATION AND GIAZIM to- Habitable rooms, other than kitchens, shall ntain at least 70 square feet of floor area. Section 1207 (b). 4l. Window area must be at least 1/10 of the 'loor area and a minimum of 10 square feet per Section 1205 (a). Appears to be deficient in 4 Openable window area in habitable rooms t be 1/20 of the floor area and a minimum of '5 square feet. In bathrooms, laundry rooms, and similar rooms 1/20 of area is required and minimum is 1.5 sq. ft. (Section 1205 (a)). 38. 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 adjacent 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). 2/S. Provide mechanical ventilation capable of providing five air changes per hour in bathrooms, water closet compartments, laundry rooms and similar rooms if required openable windows are not provided., Section 1205 (a). No habitable room, other than a kitchen, 'shall be less than i's" in any dimension. Section 1207 (c). Show that ceiling height for habitable rooms isa minimum of 71 6". Section 1207 (a). Show ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimum of 7'0". Section 1207 (a). 3 2/13/86 Dimension on the plans, the 30" clear width or water closet compartments and 24" clearance in front of water closet. Section 511 (a). Specify safety glazing for glazing in 'hazardous locations such as glass doors, glazing adjacent to such doors and glazing adjacent to walking surfaces. Section 5406. i . Glazing, in the same wall plane as a door, st 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. Glazing in shower and tub enclosures shall e tempered, laminated or approved plastic (including windows within 5 feet of tub or shower floor). Section 5406 (d) 5. 4. Sleeping rooms shall have a window or exterior door for emergency exit. Sill height shall not exceed 44" above the floor. The window must have an openable area of at least 5.7 square feet with the minimum openable width 20" and the minimum openable height 24". Section 1204. A mezzanine is an intermediate floor and ty 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. Yezzanine The loft you show does not comply as a floor and is, by Uniform Building Code definition, a story. Section 1716. Floors above the second story shall have /not less than 2-exits. Section 3303 (a). Required exit doorways shall be not less than 36" in width and not less than 6'8" in height, and shall be capable of opening at least 90 degrees. Section 3304 (e) p . rches, Provide 36" high protective railing for balconies, and open sides of stair landings. Openings between railings shall be less than 6". Section 1711. 3co' Sequate oxj& K Lo4 MJO 1ilR t t Show how guardrail connection details are to support 20 pounds per lineal foot at a right angle to the top rail. Table 23-B. Provide stairway and landing details. ec-tion 3306 (b) & (c). Maximum rise 8" and minimum run is 9". Minimum headroom is 61 6". Minimum width is 30". 36.All handrails per Section 3306 (j), shall isfy the following: Provide handrail for stairways with Le / or more risers.. Handrail shall be 30" to 34" above the I 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 att'e4. 4 2/13/86 /7. 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 frovided 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). Provide details of winding stairway complying with Section 3306 (d): Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from where the treads are narrowest. Maximum rise is 8 inches. C. Minimum width is 30 inches. tction Provide spiral stairway details, per 3306 (f): Minimum run is 7 1/2 inches measured at a point 12 inches from where the treads are the narrowest. Maximum rise is 9 1/2 inches. C. Minimum headroom is 6 feet 6 inches. 4j. Spiral stairways may not be used for xquired exits when the area served is greater than 400 sq. ft. Section 3306 (f). Le/. 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.0. Research Report and Number 4 or 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). 5. 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). A. Exterior stairways shall not project into e 3 foot setback from the property lines. Section 3306 (n). 7. 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). K. ROOFING Specify roof slope. 19. Roof slope is not adequate for roof type specified. Table 32-B; Section 3203 (h). sp. Specify roof material and application. Chapter 32. Qr Specify I.C.B.0. or U.L. approval number roof materials not covered in U.B.C., e.g., title, etc., Section 107. TILE'S S 2/13/86 5/L 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. s/. 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 lope for drainage or design to support accumulated water. Section 3207 (a), Section 2305 (f) and Section 2511 (d) 6. 4ection .Show roof drains and overflows. 3207. 56 Provide skylight details to show compliance ith Sections 3401 and 5207 or provide I.C.B.0. approval number. ()Plastic skylight must be separated from 9 each other by at least 4 feet. Section 5207 (a) 6. Q58. Show attic ventilation. Minimum vent area s 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 4. Provide fireplace construction details or note construction to be per attached fireplace standard drawing. Chapter 37. te,ismic .Show veneer support and connections in 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. f. Show height and construction details of all (iasonry walls. Chapter 24. 6/i. Note that cleanout openings shall be provided at the bottom of all cells to be grout filled over 4' 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. Qund Provide details for damp proofing the ation walls, below finish grade, where useable space exists on the interior side of the walls. Section 1707 (d). ~ 5.* Show a minimum 2" air space and flashing etween planter and building walls. Section 2516 (c) 7. C. GULUM AND CARPOITS 4.' Garage requires one-hour fire protection on the garage side of walls and ceiling coon to the dwelling. Table 5. B. Section 503 (d). All elements supporting floor above garage, i.ncluding 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 or openings between garage and dwelling. Section 503 (d). Openings between carport and residence require self-closing doors and stationary windows. Section 1214. 7. 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 plywood diaphragm ratio of height to width is 3 1/2 to 1. Table 25-I. I,- Doors may open into the garage only if the oor or landing in the garage is not more than 1/2" lower than the door threshold. Section 3304 (h). tt Provide an 18" raised platform for any FAU, er heater, or other device in the garage, which may generate .a flame or spark, UMC Section 508, UPC Section 1310 (a). H. VCIJND&TION xuu1xlTS @ 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). fLat CITII - 3h1& 7'1.5. 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 isting the soils report recommendations for foundations, slab and building pad preparation. 5 . Garages are not permitted to open into a room used for sleeping purposes. Section 1104. 6 2/13/86 Qe The soils report recommends excavations be iewed by soils engineer. Note on the foundation plan that "Prior to the Contractor requesting a Building Department Foundation Inspection, the soils engineer shall advise the building official in writing that: 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". l Show height of all foundation walls. apter 23. /9. Show height of retained earth on all /foundation walls. Chapter 23. ~Lundation If cut or fill slopes exist, show distance to edge of cut or fill slopes and show steepness and heights of cuts and fills. Chapter 29. i Note on plans that wood shall be 6" um above finish grade. Section 2516 (c) 7. Z . Note on plans-that surface water will drain ay from building and show drainage pattern and key elevations. Section 2905 (f). f 611JD 7 3. Dimension foundation per U.B.C. Table 29A: Floors. Supported* Stemwall Width Depth 1 6" 12" 12" 2 . 8" 15" 18" 3 10" 18" 24" *Foundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. 7 2/13/86 t 4. Show foundation sills to be pressure reated, or equal. Section 2516 (c) 3. Show foundation bolt size and spacing. ection 2907 (e). Specify size, I.C.B.0. number and ufacturer of power driven pins. Show edge and end distance and spacing. Section 306 (f). If required by structural calculations, ow size, imbedment and location of hold down anchors on foundation plan. Section 2312 (f). If 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. 8. Show adequate footings under all bearing walls and shear walls. Section 2907 (b). Show on the elevations, stepped footings or slopes steeper than 1:10. Section 2907 (c). 9/i. Show minimum 18" clearance from grade to bottom of floor joists and minimum 12" clearance to button of girders. - Section 2516 (c). 1Z. Show pier size, spacing and depth into undisturbed soil. Table 29-A. M. Show minimum underfloor access of 18" x 4". Section 2516 (c). 4. Show minimum underfloor ventilation equal o 1 sq. ft. for each 150 sq. ft. of underfloor area. Openings shall be as close to corners as practicable and shall provide cross ventilation on at least two approximately opposite sides. Section 2516 (c). t Specify that posts embedded in concrete be pressure treated per UBC Std. No. 25- 12. Section 2516 (c). I. FRAMING td Show wall bracing. Every exterior wood wall and main cross partition shall be braced at each end at least every 25 feet of length with 1 x 4 diagonal let-in braces or equivalent. Section 2517 (g) 3. '7. 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). ti- Show blocking at ends and at supports of oor joists, and for rafters at exterior walls. Section 2517 (d) 3. tterior Show solid blocking at ridge line and at walls on trussed roofs. Section 2506 (g), Section 2511 (h). 1 . Show, double joists. Floor joists shall be doubled under bearing partitions running parallel with the joists. Section 2517 (d) 5. Bearing partitions, perpendicular to joists, shall not be offset from supporting girders, beams, walls or partitions, more than the depth of the joist. Section 2511 (d) 5. Show rafter ties. Rafter ties shall be sjaced 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. l3. Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section .2517 (h) 5. I . Show 112" minimum clearance between top Wate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). 145. Show double top plate with minimum 48" iap splice. Section 2517 (g) 2. 196. Show nailing will be in compliance with Tble 25-Q. 101 Show or note fire stops at the following cations per Section 2516 (f): ir in concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals along the length of the wall. at all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; 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 () 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. l8. Show stud size and spacing. Maximum aIlowable stud heights; Bearing wall: 2 x I. and 2 x 6 max. 101 ; Non-bearing: 2 x 4 max. 141 , 2 x 6 max. 201. Table 25-R-3. 19. 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 2/13/86 110. Note an A.I.T.C. Certificate of Compliance glued laminated wood members shall be given to the building inspector prior to erection. Section 306 (f). A56 SHi& IDTeY,5 OAM4~6 lii. Detail all post to beam and post to footing connections and reference the detail to the plan. Section 2516 (in). Duding Detail shear transfer connections, roof and floor diaphragms, to shear walls. Section 2513. 113 Specify nail size and spacing for all walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. (Tables 25 I, J, K) and Section 4713 (d). 1/4. Show 3" x 4" or 2" x 6" studs in first story of three story building. Table 25-R-3. Qcu Provide truss details and truss lations for this project. 1. Provide roof framing plan aiid floor ming plan. Section 302 (a) 7. Provide framing sections through Section 320 (a) 7. i]. Specify all header sizes for opening over 4'! wide. Section 2517 (g) 5. 119 Provide calculations for main vertical and Provide framing members and post footings. Section 302 (a) 7. PR11OP OriibS 11tJ vJfkU! 120 Provide calculations for lateral loads, panels, shear transfer and related.' Section 302 (9) 7. Show on the plans all structural rquirements developed in the structural calculations. 12/2. Columns and posts located on concrete or msonry 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. rr 3. Individual concrete or masonry piers shall oject 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. G Show location of attic access with minimum size 22" x 30". Section 3205. Jtween Show draft separation for attic areas units in a duplex. Section 2516 (f). Y&. Wood stud bearing walls, with studs at 24" c ., require 3 en. 2 x 4 or 2 ea. 2 x 6 or 2 en. 3 x 4 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. 90en Specify plywood grade and panel tification index. Table 25-N. 1344. When roof pitch is less than 3:12, design r&dge as a beam. Section 2517 (h). 12k. If foundation cripple wall studs are less tfian 14" framing shall be solid blocking. Section 2517 (g) 4. 12ô. If PFI? JtPrT LUILL (Oi1PL'f Will-I 2517()31 <,k,t() 14eL,,9I1)c r Ax,erjj SIpS 4P /-r LEtIEL 9 2/13/86 10. Cripple wall studs exceeding 4 feet in height shall be 3 inch by L inch or 2 inches by 6 inches when supporting 2 stories. Section 2517 (g) 4. 131 Show plywood sheathing over exposed eaves, o other weather exposed areas, is exterior grade. Section 2516 (g) 3. 2. Show a weep screed at the foundation plate line on all exterior and stud walls to be stuccoed. Section 4706 (e). 13. Show corridor width to be minimum 36". Section 3305 (b). 1Le. Specify truss layout for 30" x 30" attic access. 1. Ridges, hips, and valleys shall be at last one size larger than supported rafters. Section 2517 (h) 3. 1. In open beam construction, provide strap ties across the beams at the ridge support. Section 2501 (b). J. MECHANICAL All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. l0. Show minimum 30" deep unobstructed working space in front of furnace. Section 505, UMC. L Note on plans, clearances to be per cturer's listing. Section 504, UMC. 1f2. Furnace shall not be installed under any stairway. Section 704 UMC. 913. 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. eepl Show I.C.B.O. approval number for prefab ace. iqs. Show access to the attic or underfloor furnace to be minimum 30 inches by 30 inches. Section 708 & 709 UMC. 16. Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide. Section 708 UMC. iti. Show permanent electrical outlet and lighting fixture controlled by a switch for the attic furnace. Section 708 UMC. lJ8. Show details to comply with Section 709 Dting Show the size, location and type of all f,r furnace under the floor, or Section 710 for and cooling appliances or systems. roof or outside furnace. 1,8. Show source of combustion air to furnace, (j) Note on plan: Gas vents and per Chapter 6, UMC. noncombustible piping passing through three floors or less shall be effectively draft 19. Every dwelling unit shall be provided with stopped at each floor or ceiling. hating facilities capable of maintaining a room UBC Section 1706 (a) 6. temperature of 70 degrees F. at 3 feet above the - floor in all habitable rooms. Show basis for compliance. USC Sec. 1211. - - 10 - 2/13/86 ELWMICAL (NATIOIL&L ELICAL CODE) All wiring shall comply with the National Electrical Code. i . Show on the plan the amperage of the ctrical service, the location of the service panel and the location of any sub-panels. i/i. Show location of all electrical receptacles. 152 Electrical receptacle locations and/or spacing is not adequate in p C I 24 MIMmurA &j rrAt. occr . cu -r w4-e ocjjv2' A1 xrf+ 4v25 OF 1U GIWKS /Jt1LJ5 LWV1fYO( v1iItL, 43. Show at least one convenience outlet other than outlets for laundry, etc., outdoors, in garages and basements. Nec. Art. 210-52. 154 Note convenience outlets in bathrooms, ou doors, and in garages and basements (other than for laundry and similar equipment) shall be (WI protected, NEC Art. 210-8. 1I5. Note electrical system ground to be provided per NEC, Art. 250-81. L. PUBIBING (UNIFIM4 PLUMBING. 0)0K) 2156 Show water heater size, type and location 0 plans. UPC, Section 1310. Ofuel Show source for providing combustion air 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. 11 2/13/86 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. 160 Show I and P Valve on water heater and s ow route of discharge line to exterior. UPC, Section 1007 (e). 11. Provide dryer vent to outside. UkC, Section 1903. 2. Note on the plan that hose bibbs and lawn sprinkler systems shall have approved backf low prevention devices. UPC, Section 1003. Y3. Shower stall shall accommodate a 30" cle and have a minimum floor area of 1,024 sq. in. UPC 909 (d). N. NOISE INSULATION (WPL)0C) Show details of duplex common (party) walls and floor/ceiling assemblies to achieve a Sound Transmission Class (SIC) 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. l. Provide insulation in walls and ceiling to achieve STC of 50 between garage and living area if garage use is not controlled by resident. Title 25. N. ENERGY 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. rq),ired Show on the Title Sheet of the plans, the 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. $e basents The plan sheet showing the required. 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. () Show on the plans the "R" value for the äIis, floors, ceiling and related areas. cin.L (-o L.ki k-11 ii- (* LwtW -kiL i2-'-o RtGD Tb ? 4uJO) 170. Show double glazing as per Energy Design, on Glazing Schedule. 1)1. Show on the plan how shading requirements are satisfied. arg The plans are not in compliance with the y conservation compliance package selected or design calculations provided. Show on plans conformance as follows: y'3 r5 UEfP Cnk r4ernilg,vvis'cc- (SSL tO (\IJt 'JCLUO T\Eth LWb10L--f'fD QLiXE, WU'30 (c1t2cTir,) 01cmiz '*flr)L.t) 4 (:1Wi) rtQ- 12 2/13/86 1. Specify on the building plans all of the mindatory energy conservation requirements as listed on the enclosure titled, "Mandatory Energy Conservation Requirements". 174 Show the size, type, make, model and ation of the space heating (or cooling) system and provide energy calculations if the output BTU/Hr. exceeds 45,000. 0. CARLSBAD S.F.D. & NJPLRE SUPPLEMENT i/s. Energy conservation design should be for Zone 7 . See attached energy packages. 1/6. Floor drains must have auto-prime (city policy). P171 Note exhaust fans cannot be ductless type city policy). ii,k New residential units must be pre-plumbed f6r 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). 2180 All piping for present or future solar wa er heating must be insulated when in areas that are not heated or cooled by mechanical means (city policy). 181 Incorporate the waterproofing details, on e attached Policy 80-8, where interior living space occurs below grade at the masonry wall(s). FduJ chi?,€Q h IN '1t. 'I)(PY? £LUL1'v1 P;ie. Ctt- 1:t -t } 182 Show on the Title Sheet on the plans, the ormation required by the attached Developmental Services Sheet 102683. 183 All new residential buildings, including a itions, require a soils report. Please submit two copies. lLe. Heavy timber framing, minimum 6" x 10" beams and minimum 8" x 8" post, for the structural beam and column supporting the fire separation between the garage and living area above, is acceptable if shown on the plans. (city policy). 15. Please see additional corrections, or remarks, on the following page. The City of Carlsbad has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan check for your project. If you have any questions regarding these plan check items, please contact n'W1 AL.. - at Esgil Corporation. If you have any questions regarding City Building permit procedures, please contact Carter Darnell at the City of Carlsbad, 1200 Elm Avenue, telephone 619/438-5525. Thank you. Enclosures: i ?OL4 So- uit9- 13 2/13/86 I, N Date:-i1 'CITY OF CARLSBAD Prepared by: Bldg. Dept. 1A'1 VALUATION AND PLAN CHECK FEE 0 Esgil PLAN CHECK NO._'- h7- BUILDING ADDRESS - _214O L (iTP i1I. APPLICANT/CONTACT ( PHONE NO._________________ BUILDING OCCUPANCY DESIGNER PHONE___________ TYPE OF CONSTRUCTION V_N CONTRACTOR PHONE__________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE Liow(, "Ea 2,0f 23 ±1 LLQrJ'1 tOt M _____________ __________ 4--- 2St,z Air Conditioninz Commercial Residential ' Res. or Comm. Fire Sprinklers Total Value • Fee Adjusted To Reflect 0 Energy Regulations (Fee x 1.1) 0 Handicapped Regulations (Fee x 1.065) Building Permit Fee $ • • $ 35QO Plan Check Fee $ • $ 4i4. COMMENTS: - 0/4/82 ENVIRONMENTM nrflhllPrn. ADDITIONAL OK TO ISSUE: ¶)4 DATE: 0 w RADING COMPLETION CERTIFIED: I ' - til /1 PLAN CHECK NUMBER ADDREESS l) 9'J DATE SF D PLANNING SCHOOL FEES: SAN DIEGUITO ENCINITAS CARLSBAD SAN MARCUS SETBACKS: FRONT SIDE REAR DISCRETIONARY ACTIONS:_,______________________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ REDEVELOPMENT PERMIT REQUIRED:________________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ LANDSCAPE PLAN COMMENTS:_____________________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ENGINEERING LEGAL DESCRIPTION VERIFIED? APN CHECKED? P.F.F.: L//\ •. PARK-IN-LIEU QUADRANT:—N/A FEE PER UNIT: - TRAFFIC IMPACT FEE PER EASEMENTS DRIVEWAY: /nka (L.(JAk_J'1rc aA IMPROVEMENTS ç/I 4 FIELD CHECK DATE:____ INITIALS: E.D.U.:j Q SEWER LATERAL: LVJf) INDUSTRIAL WASTE PERMIT: / GRADING PERMIT:F 4 7T.i n ~A__A OU ft iAr DRAINAG ADDITIONAL WilY LIS / -- .-I J SSUE: DATE: - /. . . ., .. / PROJECT NAME L OTh A L PROJECT NO - SHEET NO.:-.t ±4I1IUTM Lt1 F RO N4 T WA L L jjjtjLw I I w 'oIL WALL TOT 44 V wto t4 Or tEADEK v-I F'&Q4.'i ALLOW r c5l -oil t'-o ti .,11O P5F2- 7550 - - - . -!---------_•--•................ :- . . ....- :- - .._-: c%AE bAcK'wALL 0b11'0tI co, o TP-J- 7•• ' V.ALL(TLJD) 1- WALL OR - TbT 100ct 1 ______ ________ __ - - --p--- ____ - .-4o . - - K =0,5 Ntftt tOoob OOC4- • I . ...ALLOW (. . . - (eGO llaT o-1oQ NoPVL c TI E> LOAD TO EE WALL ICo +tTho) - WALL 11 (.L.Q' +4Qc) LQQ. -L i. J_: __i • . . .• - . . - . . • .:. •: TUT2 15 N 't NCt T5 LOAD TO WA LL DJ.To f^H LL OOh I5i CD4-Oo) NALL rc ô I ,- tt-- .L T I I i1!!N L T TA 1 PROJECT NO, - 1 L i ii . I I SHEET io >c I. r o_iirJ_______IpIjJ. 1Ip th i ijtf ±'t'iT1 t t±1i J:t ttt.t.J.tt.1:iH.. S. << O I - 4 LJLPOUTEJALL K H It I II I I . 4LL g- .-. ._H... .. \LLOW C 'L. l0 I .i._.....1: L1.LOA DLTO.... LINEb. Lb7 f Loo N , () jco ,14 55 rL ES (,r / c oj cTf D cJ 1. . . ... + ;:.rEL.... .... ............ . . . . ....... .,, . . ..,. H ..:. ............ 4~4 - Nt 7 Cp - o --a -r LOAD - - -- -- * .LL.1.. : .................................................- - GREAT WESTERN HEATING & AIR CONDITIONING HOURLY AND ANNUAL BOB M. MARTIN LIC. #427194 BUILDING HEAT LOSS RATE 7502 DEVILLE DR. Form 2 LEMON GROVE, CA 92045 4696057 ()77 An - C do Ski , owner SIAJ5( i(- project 7 checked by system- e date documentation author date GREAT WFSTFN HT( Rr Alt' HOURLY HEAT LOSS DESIGN TEMPERATURE DIFFERENCE ,.- °F = ATi 1 z8 °F For All °F Conditions Other Than the Following 70 - Tow from Form 1 For Insulated Floor Over Vented Unheated Space .........Line 1 -* 2. . = AT2 2 -OF For Uninsulated Floor Over Vented Unheated Space .....Line 2 - 50F . . = AT3 3 _______________ OF CONDUCTIVE HEAT LOSS - Area, ft2 or U from Form 1, or F1from Framing Factor from ATw from Description of Assembly Glazing S /J5 £ Length, ft Table 4-1 x Table 3-6 x / above x 2_ °2- Btu/hr Wall _- x x X _ X _ x X_ x ______ X_ = Ceiling/Roof _ ~ / _ :_,' 2 8 Floor 93 X . O#'Q X _______________________ ___________ ______ x _________ * _________ = Other X _ X _ x___________ X _ X _ x______ x * x - Subtotal 4 312_Cl,6 Btu/hr INFLITRATION (Enter 0 on Line 5 if there is positive ventilation) 39o'1 __ .O/ _____ ft2x (D ftx OF= 5 _________ ________ Gross Floor Area Weighted I from Tabie3-7 ATw from Average Line I Ceiling Height VENTILATION (Enter 0 on Line 6 if there is no positive ventilation) _____ft __ ____ —c)— __3/min x - °F x 1.08 ................6 Ventilation Rate fram ATw from Line 1 Caiculations Subtotal 7 _Btu/hr DUCT HEAT LOSS (Enter 0 on Line 8 if there ae no ducts) 0.15 x Line = 8 gos TOTAL (Line 7+8) Rh 9 _____________ Btu/hr ANNUAL HEAT LOSS -_°F.day/yr x _____________ Btu/hr x_x24 hr/day HDD from Appendix C Hourly Heat Loss C from - from Line 9 Table 3-8 h 10 Btu/yr °F - &Tw from Line 1 - II TCC11CRQ ! -- n' PTIOM CPIO. 1,21 d .E9 I.4U6ERS 12.4 STANDARD OR STUD GRADE HEM-FIR. NOTED ON DESIGN PEAK JUI".T DETAIL AN an 296 ,14.096.0,146 36' 6' 2.0 4.004 2*6 k4,014.5.154 30' 0' 2.0 4.0, 4 - 2*4 114.u*4.5,144 32' 5' 2.0 4,0, 4 12 4.00 OFF PANEL POINT SPLICE (12) 2*6 94,0*4,5,144 10 36' 8' 2*4. R2.XS.5,T2,5/4 TO 32' 5' PANE). POINT SPLICE (1J2) 2*6 R4,8X6.0,156 TO 36' On 2*4 114.8*6.0,154 TO 32 5. NO SPLICE Rj.693,Q,T3/1.5 TO 36' On RL.613.0,73t TO 30' O n 40.8*3.0,131 10 24' 0' TJ2 1.5" MIN(Spi) equal 81 aJ2 PANEL POINT SPLICE (J2) P4.8*6.0,156 10 36' 8' P4,0*4,5,144 10 24' On NO SPLICE 112.4*4.5, 12.5/4 10 36' 8' 92.4*3.0.12.5/4 10 30' On :- IIIO Fl 1200 Fl GVl*qA,0TU.l1.91" I lI.lMo I '" Al IISI IOAl S. Al9n4 8.6 too Fl 1650 II 211' 2.1 Sb' 2b 9. O..e' .91 SIP M I' ISI'. SII'SI I D..e' ..., 12 X S 1.1 . SI I I. 1' 2' 6'I ____ CC ,MLI7SII1'* s"I _7 —r- 5' 32' P.I P A.i.q.I.SIsq4ll.''l1 I,.n,M91.,.1.cSI.- "d 6' 21'llj ISI1.d 'ç Mu.• c S IA " M Pm"RWM SI SiAN TO 36'8 SPACED 24.0' O.C. 4.0112 P11CM 4/3 CONFIGURATION LL'DL ON ROOF .2 30.0 PSF DL ON CEILING z 10.0 PSF • - TOTAL DESIGN LOAD 9 40,0 PSF A * 5 PSF CEILING REDUCTION TAKEN* AXIAL STRESS ONLY LOAD DURATION INCREASE $ 1.25 -. MAXIMUM TRUSS MEMBER FORCES - REACTIONZ 1260 T 1 -2918 0 1 2768 # 1 -566 N 2 764 1 2 -2522 B 2 1851 - • S %' -" _11116011. I 'm. 3EQUALPkS BOTTOM CHORD ii• A SPANT06' 'J 000GFI4 HEM-FIR -. R2.4X7,5 tO 36' 8' R2.4X9.0 TO 36' 8- ' an 92.4*6,0 TO 30' b e P2,497.5 TO 34' 8' - - — R2.4X4,5 TO 23' 1' P2.416.0 TO 26' 2' #2.4*4.5 TO 21' ' —' DOUG-FIR HEM-FIR 136 TO 36' V 138 10 36' 8' — 12.5/8 10 35' To 12.5/11 TO 32' on 12.5/6 TO 26'11' 12.5/6 TO 24', be OFF PANEL POINT SPLICE (112) 12.5/4 ID 16' 3' 12.5/4 10 16' 8' N2.4sb.,r2,5,6 10 36' 8' - 42,4*4.5,12,5/4 10 30' 0 TDI0ITh IMOICATE SIZE OV PtAT$ IN INCIlES ''1R1J1St1JI.40. (24) 4/3 It: p p1511 1): lI,..I, 4%, 7,41 4%Ig. Tsr?, ,1 p.na'Al Na srlAl. MIS. 3$ 0.1(40510 III 11* IuSIUA SlIr 91Al SIgIAl•4 l004l UW (Dr4F"Ip p.5. -w. IS isa sq 17.37 1..,,.,, pjCSII Na p r4% II 31. lI 0 Ho.sS Irs I Ir SI lAl114A151 *. l51aF. SSTEo -cK y. byg.A. RH). ,. WeaN A-6 ,,u, ,... a is,, we Sin .55550. ,, •CS C 4%jØJg 500nQQ4%4C fqr---$ia51,t -. 4 siçriooe company PEAA JUINT DETAIL A' B 2*6 k4.8*7.5058 48' 8' 3.5 4.8, 5 2*6 N4.6*b.0,T'36 42' 0' 2.0 4.8, 5 ô 36' 8' 2.0 4.0, 4 2:4 k4.QXb.0,146 41'Il' 3.0 4.0, 4 2:4 ,04,0*44,5046 42' 0' 3,0 4.0, 4 8.r 2:4 M4.0x4,5,144 36' ON 1.5 4.0, 4 '•1• . . , . De UI?,IOd whOp, No'r -F 0 IQeCd.Od.) [ 0141,*0. I- I. , I :• 3,! H F CO N I iF 24 (ii) F I 1 00 F I N SO F Io5F flf2i) uJ 48 . 48' 6 34 8' 32 6' 41°lt' 46 3' 430 2' I ' 37 0* 32' '4 26' 2' 48' 8' 1 'iVI " 1 371 61 1 31'4 IU O 0 416Il 4.0:12 PITCH 6/4 CONFIGURATION LL+OL ON ROOF S 30.0 PSF DL ON CEILING = 10.0 PSFa TOTAL DESIGN LOAD = 40.0 PSF * Is S PSF CEILING REDUCTION TAXEN, AXIAL STRESS ONLY LOAD DURATION INCREASE a 125 I SPAN Z 1 2.4 Iz.e I 42'0' 13.25" 13.25" 142'0"Z48'8" 3.25" 3.5" 148'8"X60'O" I • " ______________________ I t0"*70'0" I 3.5" 5.0" MAXIMUM TRUSS MEMBER FORCES WEACTION: 1680'' T 1 -4333 B 1 4111 N 1 -513 N 3 -953 T 2 -3854 B 2 3295 N 2 586 N 4 1203 . . .. I T 3 .2646 3677 rOP9pRO ' I I 2* 1,1 46' 'I 4' 3' 9OTTOUCHO. I 2* '41 I Z14 bIANUAKI UN 5I1.10 OIA HEM-FIR. 2.3 02 HEM-FIR OR AS NOTEO ON OESI * I LATERAL tWACI'G UIRED FOR SIAN ) 41' OFF PANEL POINT SPLICE (T2) - 2*6 P4.0:6,0,146 TO 48' 8' 2*6 44,0*4.5,144 . TO 42' 0' 2*4 42.4*6.0,T2,5/6 TO 4711' 2X4 k2.4X4.5,12,5/4 TO 36' 8' PANEL POINT SPLICE (TJ3) 2*6 145,6*7.5,158 TO 48' 8' 2*6 R4,8X6.0,TSb TO 42 0' 2*4 44,8X6,0,T56- TO 2*4 R4.8*b,0,t5 TO 47-11" 36' 8' PANEL POINT SPLICE 2*6 R5.6x1,5,158 10 (TJ2) 48' 8' -J 'o,7'° ,04.;'••._ °',- 2*6 R4,8X6,0,T56 TO 42' 0 . • NO SPLICE 20e 4.3.2*4,5,134 TO 46' 8" 2*4 R4,6*6,0,TS6 TO 471 11' : .o 42.4X4.5,T2,5/4 TO 42' 0' 2*4 R4.5X6.0,T54 TO 36' 8' (101ooi):ice, I 42.413,O,T2,5,4 TO 30' 0' t'• C'2.0. NO SPLICE '.,..• - Il1.6X3,O,13/1,5 10 48' 6' 41.6*3.0031 10 42' 0' •_-a,• 40.8*3,3,131 10 30' 0' . ,•c•., 4 EQUAL PANELS BOTTOM HORD HEM-FIR P3.2*105 TO 48' 8' 43.2X105 TO 48' 8' 43.2*4.0 TO 47'Lt' 43.2X9.O TO 47'11' R3,217,5 TO 40' 10 43.2*7.5 10 40' .1' 42.4*9.0 TO 38' 5" 42.4*9.0 TO 35' 6" 42,4*1.5 TO 33'11' 42.4*1,5 TO 31' 4' • OOUG-FIR HEM-FIR 1410 TO 48' 8' TaIO 10 48' 8. 1`312 TO 47'11' T312 TO 47' 9' 7310 TO 47 A' T4I0 TO a' 4' See Below for . Size (W4) equal _ 82 IBJ3 I" PANEL POINT SPLICE (8J3) Re.o*7,5,15d TO 48' 8'(111 R4.81b,,156 TO 36' 8"(A4:2X3) NO SPLICE 44,0:7.5,138 TO 46' 8'(W4:2X3) - . R4,U*7,5,T2.5/8 TO 42' 0'(A4:2X3) 43.217.502.5/8 1036' 8'(W4:2*3) TJ2 equal ['.5, 81 8.12 PANEL POINT SPLICE (6J2) R5,6X7.S,4N6,4X120 TO 48' 8' P4,8*6,0,158 10 42' 0' 44,806,O,156 .10 36' 8' NO SPLICE 42.4X4,5,T2,5/4 TO 48' 8' R2.4X3,0,12.5/4 1030.0' OFF PANEL POINT SPLICE (Ba) T38 TO 38' (I' T38 10 34'10' . Symmetrical 44,0X6,O,T:6 10 48' 8' T2.5/8 TO 32 I' T2.5/8 TO 29' 3 AIOuI 143,2*6,0,1046 TO 42 ON . . 36, i , . -. CeCenter"13.226.O, 136 -10 . 101.0 MO.: T TUSWAL CONNICTO4I$$ R.6Va. '4 00" *os0y 20 4 is 2s. 0. 0...'',d '4 0.* .74 .0.*s.9..W.d .1 OiT5 INDICATE 5020 ç PLATO IN INCACI I RUSVM DATE: 'I8-4,0. '40. (204) 6/4 I issthp•s. LL74BLR: 50 I 7/ 15/60 I (.fl4MI74 by 00.' A4: 00 Oss., p s o0.. .I0 3 Ts.s..., p.,.ao.d 0 mole SI 25.75" o.c Make -.g.& as bA.*050 -, I 'a sysrEIIs 401.: 003. BY: CX. BY: SC I EN-Plate '4'Isd by RN): us wso R. .s. ..y e ' 1'" 7250,1. 0 Oa.s 69.. V Al *91 ** 20 ga ' •- '4' V1' ,1f4PV' -. - B slgr7000 CCa'404fl)r 'Wi • .. .-•- .-."---.-- - i - - . -.-. - FOR LUMBER REQUIREMENTS AND JOINT DETAILS NOT SHOWN SEE: T 48 - 4 - 42* (6/4) 1 -48 - S - 42*(6/4) I - 48 - 6 - 42* (6/4) R-4.8x6. 1-56 ul dill L-4 I L/6-8" R-4.8ó. T-56 I 12 .L/6-8" to L/4-10" to 6 Stub D R-4 8z6 T-54 GENERAL NOTES: (unless othen.e Speotiod) I. Installation is entirety use tespons4bility of the respective Contractor. All bracing. lemporary and permane'nt to resist lateral forces to be designed and provided by others. Design assumes dry Condition" of use in nonco,vosv. eflwOntTiinl. Design assumes lateral bracing at 3oc top cirord. I 2'oc boSom CS3O(d. S. Design assumes tuf bearing at supports. SF.m or *edge it necessary. 6 Camber buss to L1720 berween Mippoglj, 1. AdequaN drainage is assned. S. 1.3 conai*jous lateral b150n9 requited eher. Irown' a Impacl bridging or lateral bracing recommended *111cC owwLess OVERALL LENGTH OF 41 3 SPACED 28.0' O.C. TRUSS LOADING LL+OL ON ROOF $ 32.0 PSF DL ON CEILPIG s 10.0 PSF a TOTAL DESIGN LOAD C 42.0 PSF • a 5 PSF CEILING REDUCTION TAKEt1(3/*'DRV WALL) - LOAD DURATION INCREASE It 1.13 StubD - LEFT REACTION Z 15113 RIGHT REACTION * 1501 TRUSS MEMBER FORCES (CON I) T I -3724 8 1 3533 N 1 .599 N S .89 T 2 -3231 B 2 2469 W 2 629 N V -858 1 3 -1938 8 3 1879 N 3 -1010 N 1 1341 1 4 -1938 8 4 0 w 4 724 N 140 1 5 -1419 LEFT BRNG AREA REQ'O 5.3311F/ 3.39DF 39tH RIGHT BRNS £EAREQ0 533HF/ 3,390F 50114 Stub E To 32-6" Spaced 24" o.c. LEFT REACTION • 1338 RIGHT REACTION • 3338 TRUSS MINRER FORCES (CON 1) 1 1 .3266 8 1 3398 N I -597 N 4 433 1 2 -2774 8 2 2?37 N 2 627 N 5 464 T 3 1481 8 3 3fl23 w 3 -1011 W 6 -3331 1 4 -1481 N 7 •153 - T-32 Stub To 33'-3" Spaced 24' o.c. T 2 .2291 8 2 1106 4 2 626 N 5 1111 LEFT REACTION * 120? RIGHT REACTION • 1201 -S.-- TRuSS MEMBER FORCES (CON 1) T I -2148 8 I 2645 4 * .595 N 4 109 1 3 .1003 8 3 0 N 3 .1012 N 4 .1164 R-5:6 *10.5. 1-71 (Sp1) I R-4.8x6. 1-56 T 4 .1003 [.14-10" R-1.6x3. 1-32 R4.0 *10.5. 1-41 (No Spi) [L/410' to L/3-LO" - +lateral brace for stub'toL/4+l2" Stub E L/3-10" to L/2-.12" Stub I FILE NO.: ST - 48 - 4 - 42 (6/4) if rRuswec CONNCCTO*I 6 R-s,yes C p.m - 20 .rC s. 9n,ø WC *rd -. 60,9,~U DIGITS aCATI S6Z( DC PLATE IN INCN(5. 1 Ii romee by -It I I*Ulp* ri. ir. at Ti*b •pitCi60 'er p.741, N jar's 2Qc HCN. ese N* LUCIER: SrC.o.0 .mmwpee.6 .p.ms Ues14l4l.Pi my 0451: 11/20/79 Stub D7 SPF A. i.mmi.a by e.g. -art ro ma p. gw. tO. 37 m' T..m -. p.,vewd Pm 741. C 2.71 0*. flp.* .rS - U 0U...141 • i'C'.Fr 0 byooUl TRUSVM RtF.: 5 - 1 5 - 7 8 o. Sy: N BY: 1 -• t'60*.Pm by p'U Prfl C. p.01 R-MMrem.te .41 ..rp 00 '0 C NUI 041 "C er.041 115.4. 0 .mml.. Is9 lIo Pm 60 CIp. a. 20 a& ii P0sirI0,IG Re.. o,Cbo *60inbo*oc•oC ft. .'dp1a60 .oIU..r.n.nm,rCrCO. .rnmr r.nes.% un.ermn. •7 ba.c U.gr ** IC 60 AR. 3607 Pm ARC 1414 a signode company TIuSS.1TCI. COW. .'iT.TC 111.8C O.C. CS!. C.F. CIJUE T, ...ouij 6/4 30 5 2o.0 1.25 .0.50 33 TN 72817 TOP CiO0 SUTTOM CHORD r FNUM1 P/A • N.L'2.HF/S .00 -.- ,ROM P/A • W.L2.MF/S (:1.00 FA.CSI FH*WI.CSI FA.C51 FU*RF *CF .CSI r-. . CONS TANIS&. IC C5131.25 1,3 60.0PLF M,1.20 kF:1.15 (2*6) 1*8.25 3:1.56 (2*4) 1:5,25 S:3.06 - C C3(:1,25 : I0.OPLF frF:1,50 NF:1.15 CF:0.5 (2*4) 4*5.25 3:3.06 r TC; (2:6) *.CS(=IJ.312, w.MF/(S*NF.CSI): 6.625 (2*4) A*CSIZ 6.563, *.MF/(3aRF.C31)14.368 CZ (2x*) A.CSI: 6,563, A.MF/(SaRF.CF*CSI): 6.020 LU,'SEW). - .. r SEt. SIR DOUG FIR SEt. SIR HEM FIR 2*6 IC (1=48' ") 4334/(10.312*1400. 6.625* 7.842/1800:0.526 2*6 IC (1248' 8) 4334/(10.3121150)' 6.625* 7,84'2114000.656 2*4 IC (L:42' 5') 5766/( 6.563* 895).16.368' 6,80'2/2100:1.000 2*4 TC (1:39' 40) 3486/( 6.563' 872).16.368* 6.29'2/16501.000 DC (1:48' 80) 4112/( 6.56301200), 6.620a1?.002/2100:0.990 2*4 8C (1=42' 20) 3551/( 6.563* 915). 6.820*10.382/16501.000 lO.1 Dour, FIR NO.1 HEM FIN 2x6 IC (L:4' 8') 4334/(10.312.1250). 6.625' 1.842/150030.608 2*6 IC (1=48' 80) 4334/(10.312*1050)0 6.625* 7.84'211200:0.740 2*4 IC (141' 4') 5666/C 6.563* 9053+16.366. 6.62'2,1150:1.000 214 IC (1:38' 50 ) 3399/( 6.563* 918).16.368* 6•132/lqoo:I.000 214 DC (1:44' I*) S/20/( 6,563.1050) 6.020*10.872/1750*1.000 2*4 SC (1:31' 60) 3160/C 6.563' 825)e 6.820* 9.242/1400*1.000 60.2 DOUG FIN NO.2 HEM FIR r 2*6 IC (1:48' 8') 4334/(10.312.1050). 6.625* 1.84'211250:0.126 2*6 IC (1848' 8') 43341(10.312* 815). 6,625. 7,84'211000:0.864 2*4 IC (1:39' 7') 5509/( 6,563' 975)•16.368' 6.33'2/14501.000 2*4 IC (1.34' 91) 3061/C 6.563* 8253.16.368* 5.522/1150:1,000 2*4 dC (L.38' 6.) 3233/( 6.563* 850). 6.020* 9.452/11450:t.000 214 SC (1:32' 9')2139/( 6.563* 615). 6.820* 8.022/1150:1.000 r CO.lST DOUG FIR S CONS! HEM FIR 2*4 IC (L3b' 5') 3217/( 6.563*1021)+16.364* 5.19'2/10501:000 2*4 IC (1=32' 1') 2869/( 6.563* 925),16.368a.5.162/ 825:1,000 r 2*4 bC (L:30'1I0 ) 2579/( 6.563* 625). 6,P20* 1.562/1050:1.000 2*4 SC (L:26' 3) 2175/( 6.563* 500). 6.820* 6.392/ 825:1.000 r ................................. ........................................................................................... . . . . . . J0I*T4.s*IYSIS DN TNT- DESIGN VALUES PER Ir.bD.1469 FOR A\tjlE3 445 ,jEG 11104: 206 PS! IN HEM FIR, 224 PSI IN DOUG FIR FOR ANGLES * *5 OEG ALLOWs 121 PSI IN HEM. FIR, 155 PSI IN DOUG FIR HEM F(4 000G FIR S r N-3.2*9.0 L:3.3' 6' W-3•19.0 1:08' 8' . :iio' 4-3.2*1.5 1=05' j 6-2.4*9.0 1:1,' 9' R2.419.0 L"0'IO 01-3.216.0 1:53' V K-3.216.0.. 1:36' 5' 4-2.4*7.5 :3' 7 4-2.4*7,5 134' 3' - lE41(R AREA ALLOWASLE aLLO4ABLE ACTUAL d.C. SPI. IN? PSI IFS. LBS. Ro*6 4--' 19.5 2()6.2 0022 3295 WOE" (S) R4*75 n:5 11.0 121.5 1402 1203 OTHERS ( ) I-'id 4 uqa(2i) 6/4 CAICS 1/15/80 19 72M77 * 141,53 PIICH C) *F. #I .IC fiT.i4C D.C. CS!. C.F. COUE I 4.40/12 4/3 30 S 2u.0 1.25 0.50 33 TN 72871 TUP CnO) BOTTOM CHORD e F.*UMI P/A • l.L2.MF/5 i%,QQ F40i4$ P/A • N.L2.MF/3 (:1.00 FA.CSI FB*4F.CSI FA.CSI Fls.4FaCFaCI r CONSIANISI IC C3I:1.25 ,s bo.OPLF MF:1.50 RF:1.15 (2*6) A28.25 3:7,55 (2*4) 5:3.25 3*3.06 BC CSI;1.15 oz 10.OPLF MF:1,50 kF:l.15 CF:0.5 (2*4) 4:5.25 3:3.06 r ICI (2*6) 41C31:10,312, n.4F/(S.HF*CSI)z 8.282 (2*4) A.CSI= 6.363, '1.MF/(SaRFaC3I):20.460 tic; (2*4) &.CSI: e.563, 0.MF/(5aHf.CF.CSI): 6.020 LuBER; r SEt. SIR DOUG FIN 3EL STR HEM FIR 2*e IC (L:36' 8") 2919/(10.312.1330). 6.282. 8.762/1640:0.566 2*6 IC (L:36' 8") 2919/(10.312'119)' 8.282. 8.76'2/1400:0.709 X Ai IC (L:3010") 2443/( 6.563. 775).20.460a 7.312/2104:1.000 214 IC (Lz28 5.) 2245/( 6,563. 168).20.460. 6.702/1650:1.000 2*4 BC (L:36 B) 2769/( 6.563.1200). b.8a0612.002/2100:0.89 2*4 BC (L:36' 0') 2720/( 6.363' 975). 6.820111,792/I6S0:1.400 NO.1 UOUG FIR NO.1 HEM FIN 2*6 rc (t:3b' 8") 2919/(10.312*1254). 8.262* 8.16'2/1540:0.654 2*6 IC (I.:36' 8) 2919/(10.312.1u50)+ 6.282. 8.762/1200:0.799 2*4 IC (L:29' 8") 239I( 6.5N3' 640).20.464. 7.022/1750:L.000 2*4 IC (L:27' 4') 2159/( 6,563* 832)s20.460s 6.442/144021.000 2*4 DC (L;36' 8') 2169/( 6.563*1050). 6.820*12.00'2/1750:0.963 2*4 BC (L:32' 60) 2445/( 6.563' 825). b.620.10.612/140021.000 NO.2 DOUG FIR NO.2 HEM FIN r 2.b IC (L:36' 8') 24I9/(10.312.1050), 8.262* 8.762/1250:0,778 2*6 IC (L:36' 80) 2919/(10.312a 875). 4,2o2. 8.762/I000:0.959 2*4 IC (1:28' 21) 2222/( 6.563a *88).20,460. 6.63'2/1450:1.000 2*4 IC (1=25' 5") 2001/( 6.563. 825).20.460* 5.952/115v:l.(aflo 2*4 uC (1:53' 2') 498/( 6.563. 850). 6.820a10,842/1450:1.000 2*4 BC (L:26' 80) 2146/C 6.563* 675)+ 6.820. 9.322/1150:1.000 f" COSI OOUU FIN CONST lIEN FIR 2*4 IL (1:25' '3) 1996/C 6.563. 9753.20.860. 5.94'2/1050:1.000 2*4 TC (L221 110) 1791/( 6.563' 925)s20.480* 5.332/ 825:1.000 1. 2." oC (L:21 1.) 2029/( 6.563* 625)' 6.820* 8.82"2/1050:1.000 2*4 BC (L'23 a') 1134/( 6,563. 500).6.820' 1.552/ 825:1.000 - i" J03r.I £'ALT515 PER 11*1. DESIGN VALUES PEW ICBO-1469 F(N A-GLt5 c:15 i)€G ALLOn= 20i, PSI IN HEM FIR, 224 P31 IN DOUG FIR C FOR AiG,.S &S )EG ALLOn: 121 PSI IN lIEN FIN, 155 P51 IN OUUG FIR - 'EM FIN UOUG FIR f' W.3.*,,Q L:36 5' 4 -2.4*7.5 L:36' 8' 4 .4*7.5 LI' 0 1-2.446.0 L30' 6' - N2."*5.0 1:23' 2' 4-2.43,1,5 L:23' 2' N2.414,5 L:21 5' 4-2.4*3.0- 1:15' 9' 4-2.433.0 1:14' 1' C "E 4NER AREA ALLOHABLE ALLOWABLE ACTUAL D.C. SPL. 1t*'2 PSI LBS. LBS. - - 42.4'6 4-2 18.4 206.2 2910 1851 C E(S) 42.4*4.5 A.2 5.4 20b.2 1114 764 OIM€i.S ( 3 r r C . .. 1-36 4 40.(24) 4/3 CALCS '/15/80 S '.5 113 72877 PROJECT NAME: LA PROJECT NO * 'Lcs rrri - TLOQ.F E1Q L F. TLL. LO.Q RE * z•t p. 0.5 P.5 MN LUNt cir F:5 fa rn4r CO F. © L..QfrD' IPb5P ItVi.LO_. v - 'c r t L 100-0 - ATIC'I -- L.L PLSJT ------------- I t LUNt Or -f k • -- • rP LOOfts DEAD LOAO'tQe 40.0F 0• 70 1 bH Hii7T - ttrt L I PEA D LoAD Is tA_LO ••t-' • }:Lç B. RLDi: • • I --i-•• 4- .. 0 • -±- kAF Y ZI5W N. • OFESSI0 4L ii±1 ch PQ T) GrNaD , MAN Ac.TLJRANP 4T5 10 b. L b I TT LD rOP,rPSOYAL. PROJECT NAME: LACOU1\. PROJECT NO. SHEET NO. AN FQif-.. s . . .t, L15 41Z4 FT .- L DELLCTION .f. t -. . 1- :44t1T.A LO,Q FL.CN't .Vl.w .Lt44o - I r • -, H I •..1. . I. TF . • -t I. - - r • • -t j :1:t : ,• :.!'1 f Sal- I 16 6.t ') LO*O) w 4. E LQO 1 OOO F,L t. rsb d (tpo) (ct,. 1N4 T L1(O, OOO ( 'LO.4t' U 'LO p' eor- /h 'h3,ö .:t' L' TTJ ROOF 'T1rr <. P LO F b~ 7 LL.' P N121N OT V PROJECT NAMEJ.A -Th . PROJECT NO. : SHEET NQ.: 3 430 45 'L1 W: 2 FS4L"2. lJt P.( Lu E 70Qoo ( Q TRIb(tO) PS 2 Ir .61 116 % OOQQ L 1 •-. U 2o 7 '-'1. Poo LW:Lb'Z I Ai.o 51 IL ct . •1-- FT 1 r • I :1 r. : -I --. ,• I1 L I : • ••,: :1 • PF f.:.; .. I ?.Oo 4I Q PROJECT NAME:-rA PROJECT NO. 6cp .OS SHEET NO.: 4 OP A.LOW#4AR 14i. p;i.•o 777777 r. 1' r fC. l'7.Ca L.o ELCON ' •4_•' __ . 15 C-i LT ON 41C I N 4 a T. ,•c Vto 1 000 F51 iL4 t N. t,z 4 ( C' b I LI ftQ+Vo) Ax s tObtN C) Iz a Vt000 1 (A) "tSIb( .. 00, 000rL IA) t 2: C. LW I tac, PROJECT NAME: A' PROJECT NO: C) SHEET NO.: I L.OW1.P,N p'o ]a(.9 29. t4OL•' s.L5 ?L u t A' 8'L5 ,OL b $ kot e5.1 (.*. ±2 U AIJ F, . L/ : I 'JIVELOA0 PWLEC-T~ON :L3/_b4t L:1 rr. V 0 f" 4.tOThL. C,T(ON t•4 £ L1Oo1oO e5l l&TRi((.C..) T • + -k ...... I j FA- 1= * 'a— di -.to -w -' .O J) 0d' o ii —p . a I' • Ia Id g.j4tgi 3 fr o . -). L a 0_ I-' tL. I - - uj ci C-i Z - 0 0 - Ap 49 1 IJ!. 'I a- d) - I si ci IL. - - 'S Eli 1O cJo cs ai c6 - Idi - c •, Li cl ) j) o 0J•_CP eV dY -. ~.-- _J.. -, -. .- &L.,.I J1 ti4: .-- - --.-- - --- -.---- - -- - -- -- — -a-------- __ -' - - — - .— - - - - - -- - - - - -. -----'-•---t-----'------------'- ---'-- - LOJO(ST' 1 i' (N S rLo -r5_ PROJECT NAME: LKCO3tA A E5 PROJECT NO.: ba-Ob SHEET NO. 1 or 0 'QCC)a. LOOP. jct -r LL'40O __________ • •• S tti 14 T. S. 6 1 _______- • LW U.) U • 4OTP.LOA D 64r - ::. T jL i•• •t 4 L •..,-•---- • •1 r PROJECT NAME: LA K PROJECT NO.: SHEET NO.: Q3t 1 . 0 H iALLQW. ^X,0 11,,L LC)kD • Lids 4. k C. Cal \ FIC e[t.u,L J e. 45. .10 • . Q4 5rUL. SuoST2 c ; LLQ.W L 3E FO.O LOA, D I LLV/,S LOAD 4O43 Q 'L ute P,LLOJ 53S L3 W NID ND LOAD, '. t V1L lo . 7?( coo UCobb' •ç ( rb to'-,27 CACtT 1'o + o1 .•Y:) c bc4- e pQ(Z -........-- •l (LOO EAS0N3!LLF.. I 31V0N. PC44. ror 1Ot r44 PROJECT NAME: LA Q tT A I . ..L._1._4 •. .. ., . ..l 1 • i . PROJECT NO.: (. - 1-4 LLOW.MA LO /4 — Co6 P51 < OO L - 41 L/4 to b4 Z) () I P 1L:CQb.P,.. SLAL t WIND L1.bPF . 1 • .L1I.1ô ) ; vt /itr 'aii. pi ..LL I ObC0 Azw1.S4.4 pr A>cALL-t' LoAP o ccvr Le PL %.-i• ::h o ._.L_ :..LJ... i•j .(.:! I. I i II :.L rr p MLOW 1 1e ;..f... 1 .LLOW ................._i._ .1. I I r 1 •'--; ......... •. 1 -t 1 1 r- r - '-r 'H t PROJECT NAME: PNOJECTI4O.: I 0"T tow NociiF F P4MtNC. ___ __________________________________________ - •'._'_•__,_•';_•.• ____________ ___ ______ AN(4-0 (11.0 *l Co. O) (.o0' 5 to'. A tro 1N -- A; L. oo F N.N'L DL.fl0.F!(a.OFF U) IN tCo MLQL1.( — 1c Pd t - 4 W.(5 W.t5 IN I • •• I •1, ,CoI 4(11'0 t•(o) 4Q( I p i I :i1' ' •• ','r H ''L? i: LII. rVa PYL. HEJ)EP SL t IN - •;;- ••11 I ;s'l).t - .. , j>() .< çji1 _p&_ çj n 0. r_1i r- 8: LY i+1 1' - • • . - o >r •),-c Pp'-' - 00 411b ~o c4 5p rn 44 4D ~ CP . ir rp irn Oi> p I' - (P _. - > (p — -4 I .-- - (P .- - eD f i,- d' 6' V cr ' U - V 'i; • ±°: ?ow o • (1' w 4p vu - P. - a -. - - :—' 'p' r oll - 0 '.- ') (1' " - ca p rN 6-% LP . o' -f • I-I oil OD 411 +& 1- • 0 I. • . I! — - - PROJECT NAME: CZ)T, va PROJCTNO.: - r . .. .. .NO.lot ci~ Cyr r yZ'J-4 -. SLL' 4o N 4Q,) 1 ' t 2J . Ci IN ir ! Qb U (a.)- ' VL PLF bM - 74 5b,15 IN 2 Cb.'t bit IN 1 L . . . 4 ....t.. . . 1*1 1.!. . . . •.i • L ••. .* •. 1:, • I4.: i:l1: .1:r••. 1' ••1-.. fl1pT :T:fl: 1 } ''" •1' ; .. .t ..•.3 . . . - . 1• L- - - - i--• r 41 I . 1 I.- l 1 • I PROJECT NAME: PROJECT NO. - TWQ' fMLON LINE5 Ha O CiON 110 U KC E. rT POP, ia - A. --1 k^ PN WPLL$ $ VtMb e ) )c.O.(4 10 41, r•i :-• :. .1 esp- WIN oq ThLb/t ti & . .o' + H FLOOR ! T :±II 1.fJrL/v2. tP( I • •r: . 1 UJ,A.L.15 6 ( VL - 11, 6 b P 1h1 Llb.e tPL Yw D wf b 4! ., , TM Ii t :1 * 1 RVt f 4.J - ' -r i•-• t4--- 4 I ••• . I oFflo K5. f.J:1.:1.J: 1.1 ,..•.....................• i - r-.'- r-r . •• I. i.. - i_L_ . - •- . • -w- . 1-444 • F-. :- 1 •' 1. r . COMPACTION LABS, INC. SOIL TESTING & INSPECTION SERVICES August 26, 1986 Project No. CL-.1576 PcHa TKG Constructors P. 0. Box 2167 Del Mar, CA 92014 Subject: Report of Certification of Compacted Fill Ground 0 PrOposed Single Family Dwelling 2440 La Costa Avenue La Cos CIiforrrf • * Gentlemen, -• Inrespbnse to your request, the following report has -been prepared to indicate results of soil tests, observations, and inspection of earth-work construction at the subject site. Testing 'and inspection was performed on August 20, 1986. Briefly ! our findings reveal filled ground has been compacted to a minimum of ninety percent. Therefore, we recommend construction continue as scheduled. SCOPE.- Our firm was retained to inspect the graded pad for compliance • with current ,standard practices and to determine the degree of compaction of placed fill. Grading plans were not provided. Approximate locations and -depth of filld •groun and extent Of earth-work construction covered in. this report are indicated on attached Plate No. 1 entitled "Test Location Sketch." The site was graded in order to create a..split-level building pad to accommodate slab on grade and raised floor construction. - Post Office Box 271338, Escondido, CA 92027 9 (619) 741-5289 COMPACTION LABS,INC.1 SOIL TESTING & INSPECTION SERVICES 0 LABORATORY TESTING: Representative soils samples were collected and returned to the laboratory for testing. .Thefollowing tests were performedand' are tabulated on attached Plate No. 3. Optimum Moisture - Maximum Density (ASTM D-1557) Expansion Potential Test SOIL CONDITIONS: Native soils encountered were silty-'and 'sandy-clays. Fill soils were both imported and generated from 'the on-site excavation. The building site contains a transitibn from cut to fill as. delineated on attached Plate No. 1, entitled "Test Location Sketch.". Expansive soils, were 'observed and exist at finish grade. Therefore, special recoñuuendatjons'wjl]. be necessary to reduce the probability of structural damage. Test results indicate fill soils were properly placed, watered and compacted. To determine the degree of compaction, field' density testswere performed in accordance' withASTM D-1556 or D-2922 at the locations designated on attached Plate No. 1. A tabulation of test results and their vertical locations are presented. on attached Plate No. 2. ' ,RECOMMENDATIONS AND CONCLUSIONS: Grading was performed'prior"to our arrival. Therefore, the following recommendations are based on the premise that 'all areas tested are representative of the entire project. Compacted fill and natural ground have adequate strength to safely support the proposed loads. Slopes are stable as constructed with relation to' deep seated failure; provided they are properly maintained. ' Continuous footings having 'a minimum width of 12 inches and founded a minimum of 24 inches below lowest adjacent grade will have an allowable bearing value of 1500 pounds per square foot. Footings located on ,or adjacent to slopes should be founded at a depth such that the horizontal distance COMPACTION LABS, INC.'. SOIL TESTING & INSPECTION SERVICES from the bottom outside face of footing to the face of the slope is a minimum of five feet. 4. On site expansive soils will require special recommendations, to reduce structural damage occurring from excessive subgrade and foundation movement. Recommendations set forth 'will reduce the probability of future damage and should be strictly adhered to: In the case of slab on grade construction, all continuous footings should be founded 'a minimum of 24 inches below lowest adjacent grade. In the case of raised floor' construction, exterior perimeter footings should be continuous and founded a minimum of 24 inches below lowest adjacent grade. Isolated interior footings should be founded a minimum of 24 inches' below lowest interior grade. . Contiñuoüs footings should be 'reinforced with two, No. 4-bars top and bottom. Steel should be positioned 3 inches above, bottom of footing and 3 inches below top of 1 footing or finish floor. ' Interior slabs should' be '4 inches thick, reinforced with 10/10, 6 x 6 welded wire mesh, and underlain with a 4 'inch base consisting of sand or crushed rock.' Sand should be tested in accordance with ASTM D2419 to insure a minimum sand equivalent of 30. Slab reinforcing should be extended through joints and provide a tension tie with perimeter footings'. If this method proves impractical during construction, an alternative method may be employed. This method consists of No. 3 bars, 30 inches. on center, extending 30 bar diameters into both slab and foundation. Exterior slabs should be-4 inches thick and underlain with a 4., inch base of crushed rock or sand. Slabs less than 4 feet in width, require no reinforcing. Slabs exceeding 5 feet in width should -be reinforced with 10/10, 6 x 6 welded wire mesh and provided with weakened plane joints. Slabs between 5 and 10 feet in width should be provided with' a longitudinal' weakened plane joint at centerline. Slabs greater than 10 feet in width should be provided with a weakened plane joint located 3 ,feet inside the exterior perimeter. •Weakened plane joints should be constructed as deliniated on attached Plate No. 4 entitled "Weakened Plane Joint Detail." Clayey soils should not be allowed to dry prior to placing concrete. They should be sprinkled to insure they are kept in a very moist condition or at a moisture content exceeding optimum moisture content by a minimum of '3 percent. COMPACTION LABS, 'INC. SOIL TESTING & INSPECTION SERVICES - Prior to pouring concrete, we should be contacted to document the aforementioned construction' details have been adhered to. If. you have any questions, please do not hesitate to contact US. This opportunity tobe of service is sincerely appreciated., Respectfully submitted, • • - - • -• COMPACTION LABS, INC. • '- • Dale R. Regli, RCE 19393 • RKA/pjr • • • 0 - 0 cc: '(3)-. submit€ed 0 • I' 0 COMPACTION LABS, INC. SOIL TESTING & INSPECTION SERVICES C,OLF COURSE I I It / -.-- • Foar i xi <a ECAvkT%o4 çTO FIRM NA-rIvE •• I LtER • • • LEVEL • • • • I -rcs-r LOA7)oi4 \T I .. TEST LOCATION SKETCH PROJECT No. PLATE No. Cl) 0 FO . Test No. M 1 . cn .. • C) . Re Date S 20 • t7j 001 '. (A Z(D 0 o . zW tv Horizontal . dl) Cl) • . Location Q rt (D . W . -z •••• ••. .. • W. . . • • (D . Verticalrt . (D Z • . Location • 0 o Z . • S 5 5 . S I•Ij LII Field . ui i-i-p-' Moisture S -.551 • (71 • . . • dry W L • LII Fa 1s• . ry ,. . C/) Density S • • . (lb./cu.ft.) . • S (7100 • • Soil S. HHH Type . • I . . S S Percent • S. S • . S Compaction .• S \ COMPACTION LABS, INC. SOIL TESTING & INSPECTION SERVICES TABULATION OF TEST RESULTS Optimum Moisture, Maximum Density Maximum Optimum Dry Density. Moisture . Soil Description . Type (lb/cu.ft) (% dry wt.) Brown Grey , Sandy Clay 'I . 119.7.. 14.7 EXPANSION TEST DATA , Sample No., .. I Condition Remolded Initial' Moisture (%) ' 14.2 Air Dry Moisture .(%) : 5.8 Final Moisture (%) . . 23.6 Final Dry Density (pôf) ' ' 107.7' Load '(psf) . , ' ' 150.0 Swell (%) ' . . ' 5.1 ' . Project No. CL-'1576 ' Plate No. 3 . \ COMPACTION LABS SOIL TESTING - W 10 .4_32_91.1 0 - W5IO0 - W/2 3riJC W,'2 ,.-TYP.SAWCUT . / FILL WITH. FLEXIBLE CRACK FILLING COMPOUND 1 . IR'I . ____ ________________ 4 TYP. 4 '2" TYR WELDED WIRE MESH ' (AS RECOMMENDED IN REPORT - T VP.) WEAKENED .PLANE JOINT DETAIL PROJECT No. CL71576 PLATE No. .4 Test Number V,'c:ck l.rrili nj 1 to 8, inclusive 9 to 291 inclusive 30 to 37, inclusk'c 33 to 82, i icI L.I5iVO 90 to 139, Inclusive 140 to !9 1,. nclusive 1/2 to 25/ 1 I r: I usi ye ic-Lruo:y 8, 1969 Feb;u y 15, 1969 Icbruay 22, 1969 Mo cl 8, 1969 !ttcIi i, 1969 ku.i: i. t .9 11 , 11,1169 !11;1ih /9 1 - . b f AR C H I T E CT " ' f1 • ti LFAY _. JOLLA, (A'IOpIA si BNTON ENGINEEFflNG, INC.. APIL.It-C) S(IL. MLCI(ANICS 101 DATIOIS I-HILIP IIENKINGENTON CIVIL ENGI,IELK Rancho La Costa, Inc. Route 1,.Box 2550 Encinitos, California 6741 EL CAJON LC.SLEVAIUI SAN DIEGO. cALurc;NIA 2IIS June 2311 1969 SAH DLGO LA lSA 469-5654 92024 Subject: Project No. 68-11-23D Finn! Report on Compacted flk'd Ground La Costa South Unit 1anq1io La" Costa, California Gentlemen: This is to report the results of tost and observations rnc4de in order to irpct the compaction of filled ground placcl on certain areas of Lots I t 3 to 7, inciuivc', 14 to 25, inclusive, 34 io39, Inclusive, 43 to 46, inclusive, 54 to 58, inclusive, 62 to 72, i nclusive, 82, 83, 34, Sz, 87, 89, 90, 110 o 120, inclusiv, 122, 123, 131, 132, 151 to 154, inclusive, 166 o 177, .inclusivc, 181 to 184, inclusive, and Portions bf La Costa Avenue , NUVarrcJ Dive, Viejo Casil Ia V/csy , Nuevo Costilla Way, Sev I Ia Way, Levonte Street, Gui i cia Way, ori La Co!-u ,:) Place, l.a Coso South Unit No. I, Rancho La Costa, California . The fills were placed durit'1 the lriol between February 4, 1969 and May 2, 1969. ile approximate areas and depths of filled around placed under our inspection in accordance wHh the approved specificatohs are shown on the attached [)rciwir No. 1, ewidcd "Loca t i o n of Compacted Filled Ground." The grid!rj pion used for the pboce;rnof ilIed ground was prepared by Mclntire4 Quiros, Inc. dated January, 1968. - ihe c: proximate taco tors at which the tes s were taken and the final test results ore prescri ted on p::gc Nos . 4 to 19, inclusive, under the "Table of Test I.csu Its. H The laboratory ciomiti:ir.. tioris of the mc-:irnur, cry dcra lies arid optimu:ri moisturc contents of Inc major fill materials cné prc;cntcd on pcije 11\1o . 20, uide the "I.oLoratory Icst Feul h ." So;re of the maximum dry dcn., ties shown in the j"labl c of lest Rcut Is" were co;:ih nations of thcsc . ihe tests vi-ore taken durin-j the weclsiyperiods indicated below: No. 68-11-23f.)-2-- /Junra 23, 1969 Lu Cosk South Ut No'. I 0 J Test Number ( 7,JP( / Week Endirj 258 to. 352, inc:luive A:)ril 5, 1969 353 to 433, inclusive April 12, 199 '434 to'411, inclusive April 19, 1969 462 to 485, inclusive April 26, 1969 486 to 506, inclusive May 3, 1969 The fir.ol results of tests and observations i'ndi cc, t that the compacted filled ground has been placed at 90 percent of the maximum dry density or çjrec!er. It has been detcrmin•d that fill materials. compacted 1o °90 percent of the maximem dry density, have a safe bearing 'lue of at- least 1510 pounds per square foot for one foot vde continuous Footinjs founded at d: - minimum dpth and placed five feet or more inside the top of compacted filled ground slopes. If footings are placed.closer to the exposed slopes, than 5 feet inside the top of compccfed flIed ground slops, these should be decpened.on foot below a 1 1 /2 horizontal to 1 vertical line projected outward and downwurd from a point 5 feet 11"o1znta!y inside the top of compacted filled ground slopes. Tests indicate that the compacted fiflcI ground is adequate to satisfactorily support the proposed one and tv.'ostory wood frame dv.-ellinjs without detrimeritcil settlement. In our report' of the orig1nl investigction conducted at ibis subdivision, (Project No. 68-2.-2C dated March 8, 1968), ve stated that some silty cloy and sory clay rd Is had bcen found on the site that wer&cXpcinsiVe, ar w recommended that coh lot be i t;:.pctd dun rg or after grci'Jirj to' determine those lots in which such expansive soils exist wi hiri the uppe 3.0 feet. This has been done, cn the 1ollowirj tots have been found to contain potentially cpcnsive soils within the upper .3.0 bet. 16t Nos. 1 to 81, inclusive Lot Nos. 97 t.,'iO9"inclusive Lot Nos. 1/0/4,,inclusive it is,( / cons true te I mended that :he'foIlowirj special design preautons be taken for flne houses to be on the uboe'-listed lots: \ Isolated iterior piers should not be used. ContinUovs footings should be used '\throuhotft, and these should-be placed at a miri:rium depth of two feet below Ithe lowest adjacent exterior final ground surface . jReinforcc and interconnect continuously with steel bars all interior ovrJ exterior jfootirjs with two 14 burs cit 3 inches above the bottom of a'll iootinqs and tv.'o /14 l:a'rs p?accd 1 1 /2 inches hIovi the top of the stirs of the bali y;s Use roisel wood floors that span between continuous foati ;js, or rd nforcc all / conc:rete sIobs wi h6>6-1.0/1Qwo-icn wtre fabric, and provIde ci t'ii riimum of 4 inches of clean sand beneath all Concre te slabs . Provide a ,iiois'turc barrier 2 Inches t)cloW si abs under I ivinj Oi:O 3. .., I / 4 Separate gargo slabs from prirntcr footings by /incli tres of S : constructi on felt or cjuvcilent, to al low lr Ieprknt movernrit of rjarcge slabs rIuhv toprimtr footings F 5. Provide positive drainage CIWO'/ from at I periiue tr footings to 0 horizontal distance of at least 6 feet ou tside the house walls. In addition to the filled ground placed and inspected within La CostaSouth Unit No. 1, there was an area of fill approximatly 130 feet east of the east end of Navarra Drive. This arc is snownon urawing INO. i, ana ma tesys ruicn vn min inc area ara JCSI INOS ILJ/, L3011 ZO,f ar 270.. • S • S Respectfully submltkd, .aENroNENGINEERING, INC. S M. V. Pothier, Civil Engineer S • • S Dish: • (4) ArJdrese S (2) McIntire & Quiros, Inc. • • Attention: Mr. Gary Curnbcy Rick Engineerirj • S San Diego County Building Inspection California -mailed 1-9-70 5(,,.•j •).%;S. ENCINITAS UNION SCHOOL DISTRICT 189 Union Street Encinitas, CA 92024 Telephone: (619)753-1152 Dedication of Land or Fees for School Districts (Title 8, Division 2, County Code) TO: The City of Carlsbad Plan Check No. 1200 Elm Avenue Carlsbad, CA 92008 Effective________________________ Date Paid Plan Check Fee * * * * * * * * *•* * * * * * * * * * * * * * * * * * * * * * * * * owner: Gus Hamsayeh #B421838 PROPERTY AYMU*:RxNAMxx TKG Coiructors, Inc. Engineers. and Contract,r5 ADDRESS2245 La Amatista Road, Del Mar 92014TELEPHONE 755-8672 PROJECT NAME (if applicable) NA PROJECT. LOCATION 2440'LaCosta Ave., Carlsbad ASSESSOR'S PARCEL NO. 216 - TOTAL NUMBER OF DWELLING UNITS________ 'l- 160 Applicant * * * * *•* * * * * * * * * * * * * * * * * * * * * School District Certification No. bedrooms/like rooms 4 I certify that the requirements of Title 8, Division 2 of the County Code for school facilities dedication of land or fees have been satisfied for the above described project. nt DONALD E. LINDSTROM July 28, 1986 Date *•* * * *• * * *.* * •* * * * * * *• * * * * * * * * * * * * * * * * * * NOTE TO ) A review of one set of plans is APPLICANT) required by the school district. FORM NO. 01-021 0istrlbut Ion: whlliii Appltcini 0.110.: Ototrtct Pink: Applicant LEUCADIA COUNTY WATER DISTRICT APPLICATION FOR SEWER SERVICE - Owner's Name - Phone No. -- THOMAS L & KATHERINE A. DICKEY Hailing Address ._ 6709 Antilope Grlad I -Fu- MIS Service Address: BE Tract Description: Description: lot 11. South #1 8 Assessor's Parcel No. 216-160-11 AP Type of Building s .f. No. Units i Connection Fee $60OQ Lateral Size: 4" 6" -. 891 - Saddle - Easement Connection (pre-pd 200.00). Extra Footage: @ $________ Extra Depth: @ $ _____ Lateral Fee Amount Rec'd $'4rr-)cC Prorated .ewer ......----- .----_.-_-__._1• Serv ice ree. - _ - Date Rec'd By cDL) Total The application must be signed by the owner (or his authorized rep -sen— the property to be served. The total charges must be paid to the District it 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. Theconnection 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. S 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 héréby agrees that the above information given is correct and agrees to the conditions as stated. . r or, -U( Owner's Si ature Date .. Account No