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Home My WebLink About1301 TAMARACK AVE; ; 86-414-3; Permit• 0 1 hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is In full force and effect. I hereby affirm that I am exempt from the Contrac' - ton's License Law for the following reason (Sec. 703... Business and Professions Cede: Any city or county whicE re- quires a permit to construct, alter, improve, demolish, or I repair any structure, prior to its issuance also requires rue ap- plicant for such permit to tile a signed statement that he is - licensed pursuant to the provisions of the Contractor License law (Chapter 9 commencing with Section 7000 01 Div ion 301 the Business and Professions Code) or that is ex-empt therefrom and the basis for the alleged exemption. Any violation 01 Section 7031.5 by an applicant for a permit sub' - ects the applicant to a Civil penalty Of 001 more than tine hun- dred dollars ($500). I I I. as owner 01 the property, or my employees with wages as their sole compensation, will do the work, and the struc- ture is not intended or uttered for sale (Sec. 7044. Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who dues such work himself or through his own employees, provided that such improvements are net intend-ed or offered for sate. :11, however, the building or improve- ment is sold within one year of completion, the owner-builder - will have the burden 01 proving that he did not build or im- prove for the purpose 01 sate). II I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044. I Business and Professions Cede: The Contractor's License Law does not apply to an owner of property who builds or im-proves thereon, and who contracts for each projects with a I contractor(s) license pursuant to the Contractor's License Law).-. (. 0 As a homeowner lam 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 of this work. I have not claimed this exemption during the I last three years. 0 tam enempt under Sec. - - B & P.C. for this reason - I D I hereby atlirm that (have a cerliticate of co cot to - sell-insure. or a certificate Ot Workers' C pens lion In. sarance. or a certified copy thereof (Sec. 38 . La r Code) POLICY NO. COMPANY I O Copyis tiled with the city O Certified copy is hereby tarnished CERTIFICATE OF EXEMPTION ROM WORKERS' COMPENSATION IN RANCE I (This section need not be completed it the permit I is for one hundred dollars ($100) or less) O I certify that in the performance 01 the work for which this permit is issued, I shall not employ any person loony manner so as 10 become subject to the Workers' Compen- I sation Laws of California. . I NOTICE TO APPLICANT: It. alter making this Certificate I of Enemylion. you Should become subject to the Workers' Compensation provisions 01 the Labor Code, you maul forthwith comply with such provisions or this permit shall be deemed revoked. El I hereby affirm that there is a construction lendingl agency for the performance of the work for which this per-I mit is issued (Sec. 3097, Civil Code).. I Lender's Name Lender's Address__________________________________ 0. kM 0 -J 2 kM Z 0 a, to 0 0. 0, C IM 0 a) 0, on C USE BALL POINT PEN ONLY &PRESS HARD APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS NCARLSBAD BUILDING DEPARTMENT . 2075 Las Palmas Dr., Carlsbad, CA 92009-4859 (619) 438-1161 - APPLICATIO ,,&'PERMIT * . . JOB ADDRESS - AV. ST.RO. NEAREST CROSS /5 M€— DATE OF APPLICATION 8 US CENSE VALUATION /6 OJD ZONE " ' ______ PERMIT NUMBER 8- 13 LOT BLOCK SUBDIVISION 475 —ii 1,,Zae ASSESSOR PARCEL NO. — o g o0 CONTRACTOR y (7-: CONTRACTORS PHONE N OWNER'S NAME . OWNER'S PHONE I CONTRACTOR'S ADDRESS 74'z ',çJ, STATE LICENSE NO. 2 BUILDING SO. FOOTAGE é OWNER'S MA I~INGDDR ADDRESS ,7 DES ION ER DESIGNER'S PHONE - 0024 01/29 0101 02BIdPit 7126..3 - Not Valid Unless Machine Certified - DESCRIPTION OF WORK DESIGNER'S ADDRESS STATE LICENSE NO. F/P FLR ELEV. YDND NO STORIES 0CC GP EDU / I PARKING SPACE RES UNITS GRADING PERMIT ISSUED uD N J I REDEVELOPMENT I AREA YD > , ( TYPE CJ 0CC LOAD , FIRE SPR v 0 I QTY. PLUMBI NG PERMIT - ISSUE '5 QTY. MECHANICAL PERMIT - ISSUE . O1 SUMMARY/ACCOUNT NUMBER EACH FIXTURE TRAPI 9.3 , 1, INSTALL FURN. DUCTS UP TO 100,000 BTU .9- - - BUILDING PERMIT 001-810-00-00-8220 — / EACH BUILDING SEWER - ' $_.. OVER 100,000 BTU . SIGN PERMIT 001-810-00-00-8221 / EACH WATER HEATER AND/OR VENT - 'BOILER/COMPRESSOR UP TO 3 HP PLAN CHECK 001-810-00-00-8821 — EACH GAS SYSTEM 1 104 OUTLETS BOILER/COMPRESSOR 3.15 HP TOTAL PLUMBING 001-810-00-00-8222 EACH GAS SYSTEM 5 OR MORE METAL FIREPLACE 3— ELECTRICAL 001-810-00-00-8223 EACH INSTAL., ALTER, REPAIR WATER PIPE — . 5 VENT FAN SINGLE DUCT zo , MECHANICAL - - ) ç_— _3 EACH VACUUM BREAKER -- - ,,/, MECH EXHAUST - HOOD/DUCTS 3 -- Minn LEHOME WATER SOFTNER , RELOCATION OF EA FURNACE/HEATER - . SOLAR 001-810-00-00-8226 EACH ROOF DRAIN (INSIDE) - DRYER VENT 2. — STRONG MOTION Q E C 88(251191il /2 TOTAL MECHANICAL MECHANICAL I FIRE SPRINKLERS 001-810-00-00-8227 - TOTAL PLUMBING PUBLIC FACILITIE -80AL5I '5Z7 — CITY. ELECTRICAL PERMIT - ISSUE QTY. MOBILE HOME SETUP SRVS.. BRIDGE FEE PARK (N LIEIP NEW CONST EA AMPISWI BKR p,4 CAR PORT TIF 134-810-00-00-8835 1 PH - (. 3 PH , AWNING . LA COSTA TIF 133-810-00-00-8835 EXISLT BLDG EAAMP/SWT/BKR GARAGE - FMF I PH '•" " 'I 3 PH . - LICENSE TAX 41/4 001-810-00-00-8162 REMDDEL'AL'TER PER CIRCUIT . - MIFF 880-519-92-57 /5• — TEMP POLE '200 AMPS'. OVER 200 AMPS TEMP OCCUPANCY (30 DAYS) - - CREDIT DEPOSIT Sr TOTAL ELECTRICAL . TOTAL TOTAL FEES PAYABLE I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT' AND DO HEREBY Expiration. Every permit issued bylbe Building Official under the provisions of this * AN OSHA PlT IS REQUIRED FOR EXCAVATIONS OVER CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE Code shall expire by limitation and become null and void It the building or work 50" DEEP AND DEMOLITION OR CONSTRUCTION OF authorized by Such permit is 001 commenced within 180 days from the date of such 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, COUNTY AND STATE LAWS GOVERNING BUILDING CON abandonW SI any time after the work is commenced for a period 01180 days STRUCTION, WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND N - IGNATURE OWNER CONTRACTOR APPROVED BY DATE KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES. JUDGMENTS. COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT, BY PHONE 173 [- Li TYPE DATE INSPECTOR BUILDING FOUNDATION REINFORCED STEEL MASONRY GUNITE OR GROUT SUB FRAME El FLOOR El CEILING SHEATHING El ROOF El SHEAR FRAME EXTERIOR LATH INSULATION INTERIOR LATH & DRYWALL PLUMBING El SEWER AND BL/CO El 'L/CO UNDERGROUND ASTE EI WATER TOP OUT 1WASTE 2WATER TUB AND SHOWER PAN GAS TEST El WATER HEATER El SOLAR WATER ELECTRICAL - El ELECTRIC UNDERGROUND ib UFFER ROUGH ELECTRIC El ELECTRIC SERVICE El TEMFORARY El BONDING El POOL MECHANICAL El DUCT & PLEM., El REF. PIPING HEAT - AIR COND. SYSTEMS VENTILATING SYSTEMS CALL FOR FINAL INSPECrIoN WHEN ALL APPROPRIATE ITEMS ABOVE HAVE BEEN APPROVED FINAL PLUMBING ELECTRICAL MECHANICAL GAS BUILDING SPECIAL CONDITIONS I FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS INSPECTORS NOTES • INECTION SOILS COMFLIANCE PRIOR TO FOUNDATION INSP REQ. IF CHECKED INSPECTORS APPROVAL D ATE OVER 2000 PSI STRUCTURAL CONCRETE PR E STRESSED CONCRETE POST TENIONED CQNCREIi FIELD WELDING DoLls HIGH STRENGH SPECIAL MASONRY PILES CAISSONS _• oos oi oioi 03BTq4 T3c1 7 . - FINtL 'BUILDING INSPECTION PLAN CHECK NUMBER: PROJECT NAME: ADDRESS: PROJECT NO.: TYPE OF UNIT: CONTACT PERSON:_ CONTACT TELEPHONE: 86-4 14-3 1301 Tamarack _____ UNIT NUMBER: sfd Tim Gibby 942-3923 DATE: 11-19--87 PHASE NO.: NUMBER OF UNITS: all dept INSPECTED DATE BY: INSPECTED: _____________ APPROVED ______V DISAPPROVED INSPECTED DATE BY: _________________________ INSPECTED: _____________ APPROVED ______ DISAPPROVED INSPECTED DATE . BY: ________________________ INSPECTED: ____________ APPROVED ______ DISAPPROVED COMMENTS: - z€)fT7 Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Englnee ng =CANARY:s PK: Planning GOLD: Fire ,.. , . •.'- " ?. FINAL BUILDING INSPECTION 86-414-3 111987 PLAN CHECK NUMBER: DATE: PROJECT NAME: - ADDRESS: 1301 Tamarack PROJECT NO.: UNIT NUMBER: PHASE NO.: TYPE OF UNIT: sfd NUMBER OF UNITS: 1 CONTACT PERSON: Tim Gibby CONTACT TELEPHONE: 9423923 all dept "'- INSPECTED / DATE NOV 3 0 1987 BY: A].JI 1'\.J INSPECTED: APPROVED ______ DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED ______ DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED ' Costa Real Municipal Water Djsrict COMMENTS: Engineering Department (619) 438-3367 - 4.' - - H NOV I 91987 I —. -ST ___ - C OSTA IVA- - L (JUMCIPAL WATER C Rev. 1186 WHITE: SuspeUE: Water Distric GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire - -,,... .. .--- - - FINAL BUILDING INSPECTION S. PLAN CHECK NUMBER: 86-14-3 DATE: 11-19-67 PROJECT NAME: ADDRESS: 1301 Tarcck PROJECT NO.: _________________ UNIT NUMBER: PHASE NO.: TYPE OF UNIT: NUMBER OF UNITS: CONTACT PERSON: Tim Gibby CONTACT TELEPHONE: 92'392 all iapt INSPECTED DATE BY: INSPECTED: ____________ APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: ____________ APPROVED 0 DISAPPROVEQ INSPECTED DATE BY: INSPECTED: _____________ APPROVED ______ DISAPPROVED t COMMENTS: 14 j,t_c7 LI Rev. 1186 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: ~Ian~nioGOLD: FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 06-414-3 DATE: 11-10-67 PROJECT NAME: ADDRESS: 1301 Tartck PROJECT NO.: UNIT NUMBER: PHASE NO.: TYPE OF UNIT: tfd NUMBER OF UNITS: I Ticii C.thby CONTACT PERSON: 92-3923 CONTACT TELEPHONE: all ckpt INSPECTED DATE BY: _________________________ INSPECTED: ___________ ______ APPROVED _____________ ______ SAPPROVED INSPECTED DATE BY: INSPECTED: _____________ APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED ______ DISAPPROVED 1 09 COMMENTS: Rev. 1186 WHITE: Suspense BLUE, Water District GREEN: Engineering CANARY: Utilitie: Planning OLD: Fire - FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 86-414-3 ____ DATE: 11-19-87 PROJECT NAME: ADDRESS: 1301 Tamarack PROJECT NO.: _________________ UNIT NUMBER: _________________ PHASE NO.: I TYPE OF UNIT: ____________ sfd NUMBER OF UNITS: CONTACT PERSON: Tim Gibby CONTACT TELEPHONE: 9423923 all dept DATE INSPECTED: 7 APPROVED )c DISAPPROVED INSPECTED DATE BY: INSPECTED: ___________ APPROVED ______ DISAPPROVED'_' INSPECTED DATE BY: INSPECTED: APPROVED ______ DISAPPROVED COMMENTS: Rev. 1186 WHITE: Suspense BLUE: Water Distri N: Engineering CANARY: Utilities PINK: Planning GOLD: Fire Ptfcrr CHECKER FILE COPY UPS DESIGNER ESGIL CORPORATION 9320 CIIESAI'EAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560.1468 DATE: 7> C - - JURISDICTION: r d. PLAN CHECK NO: PROJECT ADDRESS: C1 PROJECT NAME: __ The plans transmitted herewith have been corrected where ME necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply D 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 isfor ybür information. El The plans are being held at Egil Corp.'until corrected plans are submitted for recheck. •• •• ,. . D 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 U been completed. Person contacted: Date contacted: Telephone U REMARKS: By: iV Enclosures: ESGIL CORPORATION ESGIL CORPORATION 9320 CHESAPEAKE DR.. SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: A LUST / H I JURISDICTION: CITY OF CARLSBAD PLAN CHECK NO: _-II/(I) PROJECT ADDRESS: TA-'cAck AVE JURISDICTN PN CHECKER FILE COPY UPS DESIGNER PROJECT NAME: L_ . 12 U 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 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. 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: Lf)tL'/S 4t'C y1 T. ('a. CL) OS-1 E Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil taff did advise applicant that the plan check has been completed. Person contacted: /i-w.-, Date contacted: czl1 Telephone REMARKS: BY: ENCL: A)L. ESGIL CORPORATION PLAN cKNO. flLI(T JURISDICTION: CITY OF CARLSBAD TO: )r-vJ', cb"_- Jo 0 ctJy,77S a EPNONE NO. EXCLOSUR]KS: (Ni PROJECT ADDRESS: - 7 ,414tk A PLAN CORRECTION SHEET SINGLE FAMILY AND DUPLEX IJELLINGS Date plans received by jurisdiction: Date plans received by Esgil Corporation: Date initial plan check completed: By: f Applicant contact person: 1riJirb.-h&- Telephone: (7700 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.7/1/85) 1982 UPC (eff. 10/1/85) 1984 NEC (eff. 10/1/85) 1982 UMC (eff. 3/1/85) 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. Tospeeduptherecheck process, note on this list(oracopy)whereeachcorrectionitemhas been addressed i.e.• plan sheet, specification, etc.Besuretoenclosethemarkeduplist whenyousubmittherevisedplans. Carlsbad List 10, Single Family Dwelling and Duplex With All Supplements 1 2/13/86 A. PLANS 1. Please make all corrections on the original racings 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. X. 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. Qe Indicate on the Title Sheet of the plans, 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). (,) Specify on the Title Sheet of the plans the gross floor area of each element of thipojQt including dwelling, garap, carport, patio, deck and balcony. Section 302 (c). Q6-') ' Provide a statement on the Title Sheet of plans that this project shall comply with Title 24 and 1982 IJEC, 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). 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. FIRE PROTECTION 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)). 21. Projections, including eaves, may not extend more than 12 inches into the 3 foot setback from the property line. Eaves over required windows shall be not less than 30 inches from the side and rear property lines. Section 1710 and Section 504 (a) and (b). Plastic skylights shall not be installed twithin 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. 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. C. ROCK SIZ, LI(T VENTILATION AND GLAZING Habitable rooms, other than kitchens, shall /contain at least 70 square feet of floor area. Section 1207 (b). , )3 Window area must be at least 1/10 of the floor area and a minimum of 10 square feet per Section 1205 (a). Appears to be deficient in Openable window area in habitable rooms must be 1/20 of the floor area and a minimum of 5 square feet. In bathrooms, laundry rooms and similar rooms 1/20 of area is required and minimum is 1.5 sq. ft. (Section 1205 (a)). 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). j4'. 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 71 0" in any dimension. Section 1207 (c). Show that ceiling height for habitable rooms is a minimum of 7L6ht. Section 1207 (a) X. Show ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimum of 7'011. Section 1207 (a). 3 2/13/86 Dimension on the plans, the 30" clear width• for water closet compartments and 24" clearance in front of water closet. Section 511 (a). Qzar Specify safety glazing for glazing in dous locations such as glass doors, glazing adjacent to such doors and glazing adjacent to walking surfaces. Section 5406. &S dc LJ 26. Glazing, in the sane 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 406 (d) 7. 3/ Glazing in shower and tub enclosures shall be tempered, laminated or approved plastic (including windows within 5 feet of tub or shower floor). Section 5406 (d) 5. Sleeping rooms shall have a window or exterior door for emergency exit. Sill height shall not exceed 44" above the floor. The window must have an openable area of at least 5.7 square feet with the minimum openable width 20" and the minimum openable height 24". Section 1204. A mezzanine is an intermediate floor and 'may not have a floor area exceeding 33 1/3 percent of the total floor area in the room below. The mezzanine floor must have a clear height of 7 feet, above and below, and must have the long side open to the room below except for posts and protective walls or railings not exceeding 42" in height. Section 1716. The loft you show does not comply as a 'mezzanine floor and is, by Uniform Building Code definition, a story. Section 1716. Floors above the second story shall have not less than 2 exits. Section 3303 (a). X. Required exit doorways shall be not less than 36" in width and not less than 61 8" in height, and shall be capable of opening at least 90 degrees. Section 3304 (e). 33. Provide 36" high protective railing for rches, balconies, and open sides of stair landings. Openings between railings shall be less than 6". Section 1711. '1 "1toor (e'!Z) 34 Show how guardrail connection details are equate 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). Maximum rise 8" and minimum run is 9". Minimum headroom is 61611. C. Minimum width is 30". 36.All handrails per Section 3306 (j), shall tisfy the following: Provide handrail for stairways with 4 or more risers. () 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). 4 2/13/86 dimen Every stairway landing shall have a sion, 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). 40. Provide details of winding stairway 'plying 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): 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. Spiral stairways may not be used for required exits when the area served is greater than 400 sq. ft. Section 3306 (f). 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 /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). ,)t. Exterior stairways shall not project into the 3 foot setback from the property lines. Section 3306 (n). 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 (in). E. ROOFIM ,$W ' Specify roof slope. Roof slope is not adequate for roof type specified. Table 32-B; Section 3203 (h). Q Specify roof material and application. Specify I.C.B.0. or U.L. approval number for roof materials not covered in U.B.C., e.g., title, etc., Section 107. 5 2/13/86 /The maximum slope for a fire retardant Wilt-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. js< 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. Show roof drains and overflows. Section 3207. 56. Provide skylight details to show compliance Sections 3401 and 5207 or provide I.C.B.0. approval number. Plastic skylight must be separated from each other by at least 4 feet. Section 5207 (a) 6. 58. Show attic ventilation. Minimum vent area 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 nave vents or cornice vents. Show required area and area provided. - Section 32057-c)77 F. MASONRY Provide fireplace construction details or note construction to be per attached fireplace standard drawing. Chapter 37. 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. Show height and construction details of all mas 'onry walls. chapter 24. Y6 . 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 2411. (a) 8. Show floor and roof connections to masonry 4a1ls. 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. 9/ Provide details for damp proofing the 7foundation 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 coon to the dwelling. Table 5. B. Section 503 (d). 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 dor for openings between garage and dwelling. Section 503 (d). Garages are not permitted to open into a room used for sleeping purposes. Section 1104. X. Openings between carport and residence - require self-closing doors and stationary windows. Section 1211.. G 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. (/',,. .-7_ NOTE: Maximum plywood diaphragm ratio of height to width is 3 1/2 to 1. Table 25-I. 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, tJMC Section 508, UPC Section 1310 (a). () Per soils report, note on the plan the "soils classification, whether or not the soil is expansive, and note the allowable bearing value. Section 2905 (c). -L- ),73 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. S Provide notes on the foundation plan listing the soils report recommendations for foundations, slab and building pad preparation. 6 2/13/86 The soils report recommends excavations be reviewed by soils engineer. Note on the foundation plan that "Prior to the Contractor requesting a Building Department Foundation Inspection, the soils engineer shall advise the building official in writing that: the building pad was prepared in accordance with the soils report; 84. Show foundation sills to be pressure reated, or equal. Section 2516 (c) 3. Q Show foundation bolt size and spacing. tion 2907 (e). Specify size, I.C.B.0. number and manufacturer of power driven pins. Show edge and end distance and spacing. Section 306 (f). C87 I.1-quirod by Etrtura.-ea1oulations, show size, imbedment and location of hold down anchors on foundation plan. Section 2312 (f). ,Cr 5,de. If hold downs are required by calculations, note on plan that hold down anchors must be tied in place prior to foundation inspection. Show height of all foundation walls. Section 305 (e) 2. Qpter 23. Show adequate footings under all bearing Show height of retained earth on all ls and shear walls. Section 2907 (b). Qbundation walls. Chapter 23. Show on the elevations, stepped footings 0.80 If cut or fill slopes exist, show distance for slopes steeper than 1:10. of foundation to edge of cut or fill slopes and Section 2907 (c). show steepness and heights of cuts and fills. Chapter 29. all. Show minimum 18" clearance from grade to the utility trenches have been properly backfilled and compacted, and; () the foundation excavations, formings and reinforcements comply with the soils report and approved plan". S Note on plans that wood shall be 6" minimum above finish grade. Section 2516 (c) 7. 82. Note on plans that surface water will drain way from building and show drainage pattern and key elevations. Section 2905 (f). X- Dimension foundation per U.B.C. Table 29A: Floors Supported Ste?iwal1 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. /bottom of floor joists and minimum 12" clearance to bottom of girders. Section 2516 (c). Show pier size, spacing and depth into undisturbed soil. Table 29-A. Show minimum underfloor access of 18" x 24". Section 2516 (c). 7(. Show minimum underfloor ventilation equal to 1 sq. ft. for each 150 sq. ft. of underfloor area. Openings shall be as close to corners as practicable and shall provide cross ventilation on at least two approximately opposite sides. Section 2516 (c). 7 2/13/86 Specify that posts embedded in concrete shall be pressure treated per UBC Std. No. 25- 12. Section 2516 (c). I. FRAMING 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 4 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). 9 100 Show double joists. Floor joists shall be doubled under bearing partitions running parallel with the joists. Section 2517 (d) 5. i?. Bearing partitions, perpendicular to oists, 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 han 45 degrees to the horizontal. Section 2517 (h) 5. 8 2/13/86 104 Show 1/2" minimum clearance between top p ate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). 105 Show double top plate with minimum 48" ap splice. Section 2517 (g) 2. Show nailing will be in compliance with Table 25-Q. 107 Show or note fire stops at the following cations per Section 2516 (f): in concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals along the length of the wall. at all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; C. in concealed spaces between stair stringers at the top and bottom of the run and between studs along and 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. Show stud size and spacing. Maximum allowable stud heights; Bearing wall: 2 x 4 and 2 x 6 max. 101 ; Non-bearing: 2 x 4 max. 141, 2 x 6 max. 20'. Table 25-R-3. yc. 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. I )d'. Note an A.I.T.C. Certificate of Compliance 40r glued laminated wood members shall be given to the building inspector prior to erection. Section 306 (f). 111 Detail all post to beam and post to oting connections and reference the detail to the plan. Section 2516Jm). 2. C, 1 4 Detail shear transfer connections, ir1uding roof and floor diaphragms, to shear walls. Section 2513. 3kr f'T (l 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-3 115 Provide truss details and truss c culations for this project. 2116 Provide roof framing plan and floor ming plan. Section 302 (a) 7. (c ). Provide framing sections through Section 320 (a) 7. Pd. Specify all header sizes for opening over 4' wide. Section 2517 (g) 5. & 119 Provide calculations for main vertical and horizontal framirtg members and post footings. Section 302 (a) 7. Qea 120 Provide calculations for lateral loads, r panels, shear transfer and related. Section 302 (9) 7. 34 Show on the plans all structural requirements developed in the structural calculations. 122 Columns and posts located on concrete or sonry 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. 12. Show location of attic access with minimum (ize 22" x 30". Section 3205. Show draft separation for attic areas 'Getween units in a duplex. Section 2516 (f). 12t. 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. 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. Specify plywood grade and panel 4dentification index. Table 25-N. 1)i When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). 12g. If foundation cripple wall studs are less 14" framing shall be solid blocking. Section 2517 (g) 4. fr-, ( -i,.r JLL k' T,pt s 9 2/13/86 4Cripple wall studs exceeding 4 feet in t shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Section 2517 (g) 4. /1 Show plywood sheathing over exposed eaves, or other weather exposed areas, is exterior grade. Section 2516 (g) 3. (&2 Show a weep screed at the foundatiorL plate line on all exterior and stud walls to be stuccoed. Section 4706 (e). Show corridor width to be minimum 36". Section 3305 (b). Specify truss layout for 30" x 30" attic ccess. Ridges, hips, and valleys shall be at /least one size larger than supported rafters. Section 2517 (h) 3. l) In open beam construction, provide strap 4ies 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. , 3P31 Show the size, location and type of all heating and cooling appliances or systems. 138" Show source of combustion air to furnace, Chapter 6, UMC. Z Every dwelling unit shall be provided with ting facilitiei capable of maintaining a room temperature of 70 degrees F. at 3 feet above the floor in all habitable rooms. Show basis for compliance. UBC Sec. 1211. 10 2/13/86 l)($( Show minimum 30" deep unobstructed working space in front of furnace. Section 505, UMC. - aufacturer's Note on plans, clearances to be per listing. Section 504, UMC. Furnace shall not be installed under any itairway. Section 704 UMC. Furnace shall not be installed in any dr 6eoom, 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. iy( Show I.C.B.0. approval number for prefab fireplace. Show access to the attic or underfloor furn ace to be minimum 30 inches by 30 inches. Section 708 & 709 UMC. 1) Note that passageway to the attic furnace 6ha11 be unobstructed and have continuous solid flooring not less than 24 inches wide. Section 708 UMC. 4ti Show permanent electrical outlet and ng fixture controlled by a switch for the attic furnace. Sec€ion 708 UMC. l)8( Show details to comply with Section 709 /for furnace under the floor, or Section 710 for roof or outside furnace. 9 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. ELEcrRICAL (NATIONAL ELECDICAL anE) All wiring shall comply with the National Electrical Code. 150 Show on the plan the amperage of the e ctrical service, the location of the service panel and the location of any sub-panels Show location of all electrical receptacles. t /1 Electrical receptacle locations and/or spacing is not adequate in 153'Show at least one convenience outlet other outlets for laundry, etc., outdoors, in garages and basements. Nec. Art. 210-52. 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. Ok5 5 Note electrical system ground to be provided per NEC, Art. 250-81. PLUMBING (IJNIFO4 PLUMBING a)DE) l)6' Show water heater size, type and location 6n plans. UPC, Section 1310. iy5'. Show source for providing combustion air o 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. 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. l)4' Provide adequate barrier to protect water heater from vehicle damage. UPC Section 1310. Q160 Show T and P Valve on water heater and s ow route of discharge line to exterior. UPC, Section 1007 (e). 5161 Provide dryer vent to outside. C', Section 1903. 162 Note on the plan that hose bibbs and lawn S rinkler systems shall have approved backf low prevention devices. UPC, Section 1003. Shower stall shall accommodate a 30" £ircle and have a minimum floor area of 1,024 sq. in. UPC 909 (d). N. NOISE INSULATION (DUPLtES) lfi. Show details of duplex common (party) '6a11s 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. l Show how penetrations of assemblies for tg, 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 ahieve SIC of 50 between garage and living area if garage use is not controlled by resident. Title 25. N. ENERGY (X)NSERVAIION: 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. (j 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 _ gpyjng with each element. If calculations were used, provide similar data on the plans. 161. The plan sheet showing the required 'lements 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 walls, floors, ceiling and related areas. Show double glazing as per Energy Design, /on Glazing Schedule. ZZ. Show on the plan how shading requirements satisfied. / 1 The plans are not in compliance with the energy conservation compliance package selected or design calculations provided. Show on plans conformance as follows: Specify on the building plans all of the mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Energy Conservation Requirements'. 1}4 Show the size, type, make, model and 'ocation of the space heating (or cooling) system and provide energy calculations if the output BTU/Hr. exceeds 45,000. 0. CARLSBAD S.F.D. & DUPLEX SUPPL4T 017'5 Energy conservation design should be for Zone 7 . See attached energy packages. 176 Floor drains must have auto-prime ity policy). Note exhaust fans cannot be ductless type (t 'ty policy). 178 New residential units must be pre-plumbed r 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). 3.74'. 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). 180 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). Incorporate the waterproofing details, on the attached Policy 80-8, where interior living space occurs below grade at the masonry wall(s). 12 2/13/86 e182 Show on the Title Sheet on the plans, the 1 ormation required by the attached Developmental Services Sheet 102683. ~itions, All new residential buildings, including require a soils report. Please submit two copies. Heavy timber framing, minimum 6" x 10" 'teams 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). 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, toperform the plan check for your project. If you have any questions regarding these plan check items, please contact_________________________ at Esgil Corporation. If you have any questions regarding City Building permit procedures, please contact Carter Darnell at the City of Carlsbad, 1200 Elm Avenue, telephone 619/438-5525. Thank you. Enclosures: 1. CJov 2. 3. 13 2/13/86 The following notes specifying mandatory requirements should be incor- porated on plan sheets, or contained within job specification documents. MANDATORY ENERGY CONSERvArIOM REQUIREMENTS OF THE STATE OF CALIFORNIA AlL heating, ventilating, air conditioning, and water hooting equipment shall meet all of the requirements of the Appliance Efficiency Standards and shall be certified by the California Energy Commission. A two stage thermostat, which controls the supplementary heat on its second stage, shall b..; provided for heat pumps. Thermostats shall be equipped with an automatic setback, which the building occupant can program to automatically set back the thermostat twice in 24 hours. Equipment which requires preventive maintenance to maintain efficient operation shall be furnished with complete necessary maintenance information. All gas-fired fan type central furnaces, gas-fired fan type wall furnaces, and cooking appliances shall be equipped with an intermittent ignition device. All fan systems exhausting air to the outside shall be pro- vided with backclraft dampers. All transverse duct, plenum, and fitting joints shall be sealed with pressure sensitive tape or mastic to prevent air loss and shall be insulated to conform to the provisions of Section 1005 of the UMC, 1982 Edition. A vaper barrier is required in climate tone 1, 14, and 16. All manufactured windows and sliding glass doors shall meet the 1972 ANSI air infiltraticn standards and shall be certi- fied and labeled. All swinging doors and windows leading to unconditioned areas shall be fully weather-stripped. Storage type water heaters and storage and backup tanks for solar systems shall be externally wrapped with R-12 insulation or greater. 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). Lamps used in luminaries for general lighting in kitchens and bathrooms shall have an efficiency of not less than 25 lumens per watt. Showerheads and faucets shall be equipped with flow restrictors as outlined in the appliance efficiency standards and shall be certified to the Energy Commission. Masonry and factory-built fireplaces on exterior walls, shall be equipped with tight-fitting closeable metal or glass doors covering the entire opening of the firebox; a combustion air intake equipped with a readily accessible, operable, and tight fitting damper to draw air from the outside of the building; and a tight fitting flue damper with a readily accessible control. Insulation used shall comply with California Quality Standards. 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 with 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 fcot con- sistent with the manufacturer's labeled density for the desired "R" value. 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 ECII 12/11/85 CITY OF CARLSBAD Table 7. Alternative Component Packages, Climate Zone 7 Building Measure Package Designation X i 1 C D TT1 2 1T3 1 4-1 5 - T INSULATION R-VALUE MINIMUM Ceiling 19 30 19 30 30 30 19 30 19 30 19 Wall 11 11 11 11 11 11 11 11 11 11 11 "Heavy" Wall 2.5 2.5 2.5 NA NA 2.5 2.5 2.5 2.5 2.5 2.5 Light Mass" Wall 4.0 3.5 3.5 NA NA NA NA MA NA MA NA Slab Floor Perimeter MR 7 MR MR NA MR MR NR MR 7 MR Raised Floor 11 11 11 NA 19 MR MR 19 19 11 11 ArrIC3 NR MR Nit REQ REQ REQ MR REQ MR MR Nit GLAZING Maximum U-Value 1.1 .65 1.1 .65 .65 .65 1.1 .65 1.1 .65 .65 Maximum Total Area Z MR 14 14 20 20 20 24' 20 24 MR NR Maximum Total Nonsouth Area Z. . 9.6 NA NA NA NA MR MR MR Nit 8.4 9.6 Minimum Total South Area Z 6.4 Nit Nit MR NR MR MR MR Nit 5.6 6.4 SHADING COEFFICIENT South-facing Glazing MR MR MR MR MR Nit MR MR MR Nit Nit West-facing Glazing MR MR MR MR .36 MR Nit Nit MR MR Nit North-facing Glazing Nit MR MR MR Nit Nit Nit Nit MR Nit Nit East-facing Glazing MR MR Nit MR MR MR Nit Nit Nit Nit MR LEEBHAL MASS EQUIVALENT .Z Slab Floor Exposed7i8 50 MR Nit 25 5 25 25 20 15 Nit 50 :NFIL'rRATIaN CONTROL Continuous Barrier , MR Nit MR MR MR NR Nit MR Nit Nit Nit lectrical Outlet Plate MR Nit MR Nit Nit MR MR MR Nit MR Nit Gaskets Lit-To-Air Heat Exchanger MR. Nit Nit MR MR MR MR Nit MR MR Nit PACE HEATING SYSTEM Gas Furnace Seasonal Efficiency Z MIN HIM HIM HIM MIN KIN HIM KIN KIN Heat'Pump ACOP 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 Electric Resistance" NO NO NO NO NO NO NO NO NO YES YES PACE COOLING SYSTEM A/C or Heat Pump SEER ATER HEATING SYSTEM Gas, Heat Pump or Solar with Any Backup REQ REQ REQ REQ REQ REQ REQ REQ Solar with Gas Backup REQ REQ REQ 4ppend1x B 3-9 C-70 AC? . Table 17. Notes for Tables 1 through 16 LEGEND: NR Not required, N/A - Not 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 is 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,1,2,3 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/ft3 0p (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). 4 brick Concrete block 90 pcf Concrete block 140 pcf Climate Slab I exposed block density, block density, solid Zone Floor Z one side grouted grouted 4" 6 4" 6" 15 21 18 17 14 13 20 28 24 22 18 18 7 25 35 30 28 23 22 11. For Packages 5 and 6 electric resistance and radiant heating systems shall have two or more separately controlled zones in each duelling unit. Date i'91 Jurisdiction Prepared byt Bldg. Dept. VALUATION AND PLAN CHECK FEE -E s g i 1 PLAN CHECK NO. _(,-u4Z. / -3 BUILDING ADDRESS \ APPLICANT/CONTACT PHONE NO.________________ BUILDING OCCUPANCY DESIGNER PHONE______________ TYPE OF CONSTRUCTION CONTRACTOR PHONE____________ BUILDING PORTION BUILDING AREA 7-Lp VALUATION MULTIPLIER VALUE Air Conditioning Commercial Residential Res. or Comm. Fire _Sprinklers / Total Value Fee Adjusted To Reflect Building Permit Fee $ Plan Check Fee o Energy Regulations (F x 1.1) []Handicapped Reg io s (Fee x 1.065) (000 Ô$3 CO N ME N TS \,. Ij.o •'( l Q\4 8/4/82 ED'1- Datet C5, _____ CITY OF CARLSBAD Prepared byi 0 Bldg. Dept. VALUATION AND PLAN CHECK FEE -"Esgi1 - I PLAN CHECK NO. 57(9_ Ll 14cT BUILDING ADDRESS - T/-'PJC_k ,4/ APPLICANT/CONTACT / r,>- ô,'J_ PHONE NO. 7-7&o BUILDING OCCUPANCY .__/t-1i DESIGNER PHONE____________ TYPE OF CONSTRUCTION / CONTRACTOR PHONE BUILDING PORTION PORTION BUILDING AREA • VALUATION MULTIPLIER VALUE Air ConditioninE Commercial Residential Res. or Comm. Fire Sprinklers Total Value Fee Adjusted To Reflect 0 Energy Regulations (Fee x 1.1) []Handicapped RegulaIions (Fee x 1.065) 00 Building Permit Fee $ Plan Check Fee COM MENTS so 8/4/8 2 LU LU (I) z 0 PLAN CHECK NO. 8L-#t4 ADDRESS 4 22f DATE PLANNING "FO9 TYPE OF PROJECT AND USE: SCHOOL DISTRICT: SAN DIEGUITO ENCINITAS CARLSBADjettSAN MARCOS SETBACKS: FRONTP __LI SIDE REAR DISCRETIONARY ACTIONS:________________________________________________________ A. REDEVELOPMENT PERMIT REQUIRED:_______________________________________________________ LANDSCAPE PLAN COMMENTS: rt'LoII ENVIRONMENTAL REQUIRED:______________________________________________________________ ADDITIONAL COMMENTS: _6tZaU 17 7oky Li AI&J W' OK TO ISSUE:_ DATE: N37t 9, P.c- ENCINEERING LEGAL DESCRIPTION VERIFIED? O.-.-- APN CHECKED? (.1 PARK-IN-LIEU QUADRANT: _L , FEE PER UNIT: TOTAL FEE:Awj TRAFFIC IMPACT FEE PER UNIT:OC) TOTAL FEE:2q'0 c,i/ iIa FACILITIES MGMT. FEE: "/lTf 44t4%4 BRIDGE & THOROUGHFARE FEE: ____________ vv IMPROVEMENTS: O-P Ph4tj1J 4etd2,1,-ø 272V (7Piodti4 Zr€) 26'I 93 FIELD CHECK DATE & INITIALS: %"/ee RIGHT-OF-WAY: ()K DRIVEWAY:____________________________________ EASEMENTS:')1JJL 4uryl, E.D.U.:________________ SEWER: ,5E22-'L LATERAL:jgJ3-. INDUSTRIAL WASTE PERMIT: DRAINAGE:t&gvt GRADING PERMIT: c7,c GRADING COMPLETION CERTIFIED: Y40/86. _______ ADDITIONAL COMMENTS: OK TO ISSUE:— DPD2:DPD6:07/1 7/86 / 1 STATE OF CALIFORNIA—THE RESOURCES AGENCY GEORGE DEUKMEJIAN, Governor CALIFORNIA COASTAL COMMISSION SAN DIEGO COAST DISTRICT COASTAL DEVELOPMENT PERMIT NO. 6-86-535 1333 CAMINO DEL RIO SOUTH, SUITE 125 Page 1 of 2 SAN DIEGO, CA 92108-3520 (619) 297-9740 On October 9, 1986 , the California Coastal Commission granted to Frank and Lorraine Hanna this permit for the development described below, subject to the attached Standard and Special Conditions. Description: Subdivision of a 33,392 sq.ft. lot into four lots (Parcel 1 = 7,501 sq.ft., Parcel 2 = 7,501 sq.ft., Parcel 3 = 7,501 sq.ft., Parcel 4 = 10,889 sq.ft.) and construction of one, four-bedroom, two-story, 2,359 sq.ft. single family residence on each lot. Each house will have a three-car garage. Lot Area 33,392 sq. ft. Building Coverage 7,365 sq. ft. (22%) Pavement Coverage 4,500 sq. ft. (13%) Landscape Coverage 21,527 sq. ft. (65%) Parking Spaces 12 Zoning RI Plan Designation Residential (1-4 dua) Project Density 5.2 dua Ht abv fin grade 25 feet Site: South side of Tamarack Avenue, between Adams and Highland, Carlsbad, San Diego County. APN 206-26048, 19 Issued on behalf of the California Coastal Commission by PETER DOUGLAS Executive Director and IMPORTANT: THIS PERMIT IS NOT VALID UNLESS AND UNTIL A COPY OF THE PERMIT WITH THE SIGNED ACKNOWLEDGEMENT HAS BEEN RETURNED TO THE COMMISSION OFFICE. ACKNOWLEDGEMENT The undersigned permittee acknowledges receipt of this permit and agrees to abide by all terms and conditions thereof. Date Signature of Permittee COASTAL DEVELOPMENT PERMIT NO. 6-86-535 Page 2 of 2 STANDARD CONDITIONS: Notice of Receipt and Acknowledgement. The permit is not valid and development shall not commence until a copy of the permit, signed by the permittee or authorized agent, acknowledging receipt of the permit and acceptance of the terms and conditions, is returned to the Commission office. Expiration. If development has not commenced, the permit will expire two years from the date on which the Commission voted on the application. Development shall be pursued in a diligent manner and completed in a reasonable period of time. Application for extension of the permit must be made prior to the expiration date. Compliance. All development must occur in strict compliance with the proposal as set forth below. Any deviation from the approved plans must be reviewed and approved by the staff and may require Commission approval. Interpretation. Any questions of intent or interpretation of any condition will be resolved by the Executive Director or the Commission. Inspections. The Commission staff shall be allowed to inspect the site and the development during construction, subject to 24—hour advance notice. Assignment. The permit may be assigned to any qualified person, provided assignee files with the Commission an affidavit accepting all terms and conditions of the permit. Terms and Conditions Run with the Land. These terms and conditions shall be perpetual, and it is the intention of the Commission and the permittee to bind all future owners and possessors of the subject property to the terms and conditions. SPECIAL CONDITIONS: None. (6443P) iw;:z P. D. ALA11 CORP. . JOB c71L,L 7518 Quinta Street SHEET NO.-/ OF__________________ CARLSBAD, CALIFORNIA 92008 . - -. (619) 436-1191 CALCULATED BY I DATE CHECKED BY DATE SCALE ?OESSIO*4 Ex o. 32256 cm oF C .. . ...d rOme. .. P. D. ALAN CORP. . - JOB__- -_T. J.:: 7518 Quinta Street SHEET NO._______________________ OF__________________ CARLSBAD, CALIFORNIA 92008 . . •7• - (619) 436-1191 CALCLJLATEDBY________________________ DATE CHECKED BY DATE SCALE HARK SHEAR WALL A-BOLTS AT FND. FOR SHEAR WALL ON ONE SIDE* SILL NAILING o/c BLOCK NAILING 0/c ALLOW. SHEAR TYPE I MATERIAL NAILING 0/c. ® 1/2'Gypbd. 5d-CNe7" 1/200x10"@48"o/c 16d-N816 1208' 1001/f t, ® 1/2"Gypbd. . 5d-CN4" 1/2"Øx10'I48Mo/c 16d-N812M 12d88N 1251/f.ti Ej 1/2Gypbd(blk'd) 5d_CN€4N 1/2"Øxl0"048o/c 16d-N812M 1206" 1501/ft 5/8"Gypbd. 6d_CN870 1/2"0xl0"8480/c 16d_N816N 12d8N 100I/ft ® 5/8NGypbd 6d_CN84N l/2"0xl048'o/3 16d-N812" 1208w 1250/ft ® 5/8'Gypbd(blk'd) 6dCN@4 1/2w0x10084800/o 16d_M9W 1206" 1.751/ft 3/88td.Plywd. 8d-N€6 U.5/00$x10NI48No/c 16dN86 A3532* 2640/ft ® 3/8MStd.Plywd. 8d-N84" 5/8N0x10N848No/c 16d-N€4" A35€16N** 3840/ft ® 3/8'Std.Plywd. 8d-N€3" 5/6N0x10I832No/c 16d-N€3" A35816** 5040/ft (1 3/8wStd.plywd. 8d_N@2_1/2N 5/8"øxlo"€24Mo/c 16d-N€2-]/2" 2_A35824N** 5641/ft W (*) Exterior stucco where occurs shall be woven or welded wire lath witl* ' 7/8 Portland cement plaster w/No.11 gauge x].-1/2"long x7/16MØheadni1s or 016 gauge x7/8"long legs staples 86"o/c. (**)A35 indicates"Simpson" A35 framing anchor. - . - DO RD TRUSS CLIP 0L ft IL (.AA.& QUA.L WITH JJ I I 1-16d NAIL ORI I J4 EQUAL. SECAXON A-A :........ -- . 2x4 BLOCK SPACED 24o.c. TYPXAL I - 2x4 BLOCK-ATTACH WITH 2-16d tINGPARTII NAILS AT EACH END_\ 1-16d . SECTION B-Bi NON-BE ION PERP DICULAR T TRUSSE A A4J!U iL TRUSSES SPACED AS REQUIRED - ONAIL TRUSS TO T BLOCK UNAIL SPACER BLOCK TO TRUSS c (D SET NE~ )BACK NAIL AFTER TRUSS AND T T04 /USSESE .• P TOE NAIL LATE TO \i-r7 1 • . . . LJ JL LL FILE NO.: CONNECTIOH DETAIL • DATE 6 /1114 . . . . V nEC o:sovsc • SEC.' STANDARD . • • . . - - .. - -- -. - -- :---- : --- . -.. - .- •, -- ., . - - : -p-'- ' FILE NO.: GABLE END DATE 6 /1/84 EV DES BY SC SEQ STANDARD SHEATHING TO GABLE END 1Kz,i( 8d NAIL AT 6"o.c. NOTCHED PER OUTLOOKER SPACING :-. FOR GABLE ENDS OVER 0-8" IN HEIGHT MINIMUM GABLE STUD GRADE - 2x4 CONSTRUCTION GRADE HEM-FIR e -.- ______ no.' - ,l'• \_ 2x4 OUTLOOKER ' 2x4 BRACES BRACED 15 6-0" MAXIMUM 2x4 STUD •• 6'-O"o.c. MAX. C-2.5x4.3 C-lx2.6 Typical C - ?. 5x1 2x4 CONTINUOUS BACXIN," ATTACH WITH I6d NAILS AT 24"o.c. TO PLATELINE. 2x4 BLOCK WITH 3-16d NAILS 8d NAIL AT fri GABLE STUI EACH END. / 6"o.c. 16d at 4 o.c /rL24 BLOCK I6d 2 2x4 BRACE WITH 4-16d NAILS WITH 2-16d at TOE NAIL 2-16d EACH END. 2-16d - PER ENGINEERING SPECIFICATIONS 14 1PMELtUERI3 A. - A - .. •... .-. HIPRAFTET EXTENDED JACK TOP CHORDS ROOFJACK . . . EXTENDED JACKTOPCMOAO :1 " : IL ::3 SECTION A•A SECTION B.B . Ii I ,COMMON TRUSS Jj RIGE 1)?4 / -1 SHAPED I LOCK A J PORTION OF EXTENDED TOP CHORD I 0 HLPPAFTE*- - 84 IN .—HIP RAFTER 83 ... I LOCK 4 S 0 . HIP II(O3L MEMBER SHOWN) ikHl ITj flCLL RAFTERS 00 NOT M Pi :i]11_V \IL_ii_I 'A ATE FRAMING WHERE HIP . EET o 1T5 :°: RÔOFJACXS . . . .. . PLAN . . . .• •0 ' '( NO: MW PlAbseW.IK IIAILS j TYPICAL HIP FRAMING DETA ILS . -i .. - .. . -.. .-. • - -. t- __ LOAD DURATION INCREASE • 1.25 SPACED 24 D.C. LOADING LI. ' DL ON TOP CHORD • 30 PSF DL ON BOTTOM CHORD 10 PSF* TOTAL LOAD 40 PSF* *5 PSF REDUCTION TAKEN ON BOTTOM CHORD. AXIAL STRESS ONLY REACTION . 1703 MAXIMUM TRUSS MEMBER FORCES TI - -3995 81 - 3790 WI - 122 T2 - -2643 B2 3790 W2 - -1371 W3 - 1029 SPLICE (2x6) C-50.7 to 48'-8" 1.5's (2x6) C-5x6.0 to 42'-0" 1.5" (2x4) C-5x6.0 to 34'-0" 1.5" (2x4) C-4x4.3 to 30'-0" 1.5" NO SPLICE C-2.5x4.3 to 48'-8" \ General Notes. unless otherwise noted I Design 10 support loads as shown All lateral force resisting elerrienls SuCh as temporary and permanent bracing to be oesg000 and plomaed by OtherS 2 DcsgnassulneSlrle toparnj bottom chords to be laterally oracea at 3 001: and at 12 .0 cc respecltnely 3 Fur reco,nlrmenitl:tt bracing details. Sec Bracing Wood Trusses. OWl if, by 101: Truss Plate lflStttUtC 4 1x3 contruous lateral web bracing where Shown S llnpaCl bridging or lateral braCnr0commefld0d where Shown 6. Installation 01 truss s the responsibility 01100 respective contractor 7 Design assumes trusses are to be used In a non-corrosive environ- ment and are for "dry condition- 01 use. 8 Design assumes lull beating at all supports shown. Shim or wedge it necessary. 9. Design assumes adequate drainage is provided. ID Plates shalt be located on both laces 01 truss and placed so 1110,, center lines coincide with joint Center lines. It. Digits indicate size 01 plate in inches, 12. For basic design values of the Commtjtrus Plate, indicated by lheprefix "C". seel,C,8.0 RR. 4211 13, The Compulrus Net Section Plates indicated by the prelix "CN'. the designator (18) indicates 18 ga. material is used. All others are 20 ga. Off Panel Splice Note; Ott panel point splices are located at 1/5 the panel length •/• 6 at either end 01 (he panel indicated. NO SPLICE L- C-2.50.7 to 48'-8" SPLICE C-50.1 to 48'-8" II LATERAL BRACING REQUIREMENV PEAK B U (2x6) C-50.7 to 48'-8" 5.0" 3.0" (2x6) C-5x6.O to 42'-0" 5.0" 2.0" (2x4) C-4x6.0 to 3'-0" 4.0" 2.0" ALTERNATE SPLICE T2 (2x4) C-4x4.3 to 3'-0" 4.0" 2.0" (2x6) C-4x6.0 to 48'-8" (2x6) C-4x4.3 to 42'-0" (2x4) C-2.5x6.0 to 34'-0" (2x4) C-2.5x4.3 to 30'-0" 12 DOUG. FIR C-30.4 to 48'-8" C-3x7.7 to 47'-2" C-2.50.7 to 44'-6" C-3x9.4 to 48'-8" C-30.7 to 43'-3" C-2.50.7 to 36'-0" -' ALTERNATE SPLICE (82) . ' NO PLICE - SPAN TO CN-3x1O.2 to 48'-8" C-12.6 to 48'-8" C - 3x6.0 to 39'-3" SPLICE C-5c7.7 to 48'-8" C-51i:6.0 to 42'-9" rier, i JH •- I I. - I liii S]MATCHT.C. .: 12 14. 4 EQUAL PANELS TOP CHORD OUAL PANELS BOTTOM T1 1 4 E or SYMMETRICAL ABOUT tENTERLINE FILE NO.: TRU44 - 48 - 4- 40* DATE 6/1/84 REF 25-1 DES. BY SC SEC) STANDARD FOR THE SPANS NOTED BELOW. LUMBER SHALL BE OF THE MINIMUM GRADE AND ,SPECIE INDICATED CHORD 1 I I 1Rflfl I 1RflF I 14cnF I SS OF I H OF I 42OF I SSHF I #1 HF TOP CHORD 2x6 48'8" 48'0" 45'8" 48'8" 46'-0" 48'-0" 45'-5" 2x4 34'-0" 33'-4" 33'-0" 32'-3" 31'-8" 31'-0" 29'-8" 1 33'-0" 33'-0" 31'-O" 1 31'-O" 30'-10" BOTTOM CHORD 2x4 48'-8" 47'-6" 44'-3" 38'-9" 48'-8". 45'-9" - 39'-8" - 43'-?" 38'-11" WEB MEMBERS - 2 x4 STANDARD OR STUD GRADE HEM - FIR. 2 x 3 d2 HEM - FIR OR AS NOTED ON DESIGN H - .. - - ".-------'- -. -K -- - I rr ' DOUC.FIR C-2.50.7 to 36'-8" C-2.5x6.0 to 35'-Y' C-2.5x4.3 to 25'-2" HEM-FIR C-2.50.7 to 36'-8" C-2.5x6.0 to 28'-6" C-2.5x4.3 to 2o'-3 PEAK B H (2x6) C-4x6.0 to 36'-8" 4.0" 2.0" (2x6) C-4x4.3 to 30'-0" 4.0" 2.0" (2x4) C-4x4.3 to 34'-0" 4.0" 2.0" LOAD DURATION"B(lCREASE 1.25 SPACED 24' O.C. LOADING LL . DL ON TOP CHORD 30 PSF DL ON BOTTOM CHORD = 10 PSF* TOTAL LOAD 40 PSF* 5 PSE REDUCTION TAKEN ON BOTTOM CHORD. AXIAL STRESS ONLY. REACTION = 1283 MAXIMUM TRUSS MEMBER FORCES Ti -2955 B1 - 2804 Wi - -612 T2 - -2545 82 1838 W2 - 810 General Notes. unless otnerwse noted I Design to support loads as shown All lateral force ressung elements such as temporary and permanent bracing to be designed and pOeUCd by others - 2. Design assumes the lop and bottom Chords to be laterally braced at 3' 0 o.c. and *112 -0' oc. respectively 3 For recommended bracing details. see "Bracing Woo.4 Trusses BWT 76" by the Truss Plate institute. 1x3 continuous lateral web bracing where,shown.. Impact bridging or lateral bracing recommended where shOwn". Installation 01 truss is the responsibility 01 the respective contractor. Design assumes trusses are to be used in a non-corrosive environ- ment and are for "dry condilion" ot use. Design assumes lull bearing at all supports Shown. Shim or wedge it necessary. Design assumes adequate drainage is provided. tO. Plates Shall be located on both laces 01 truss and placed so their center lines coincide with joint center lines. ii. Digits indicate size 01 plate in inches. For basic design values 01 the Computrus Plate, indicated by the prefix "C". see l.C.B.O. R.R. 4211 The Computrus Net Section Plate is indicated by the prelin "CN", the designator (18) it,dicaleS 18 ga. material is used. All others are 20 ga. Ott Panel Splice Note; Off panel point Splices are located at 1/5 the panel length / 6 at either end 01 the panel indicated. 12 J 4 ALTERNATE SPLICE1 (T2) (2x6) C-4x4.3 to 36'-8" (2x4) C-2.4x4.3 to 34'-0" SPLICE D (2x6) C-5x5.1 to 36_8r. 1.5" (2x4) C-4x4.3 to 34'-0" 1.5" NO SPLICE C-1.5x2.6 to 36'-8" C-1x2.6 to 30'-0" 4 EOUAL PANELS TOP CHORD 3 EQUAL PANELS BOTTOM 'cc 82 Elf 2x4 CENTERLINE SPLICE ' ALTERNATE SPLICE (B2) NO SPLICE C-3x6.0 to 36'-8" ' C-2.5x6.0 to 36'-8" C-2.5x4.3 to 36'-8" C-2.5x4.3 to 30'-0" I SPAN TO 36'-8" SPLICE I C-5x5.1 to 36'-S" I3t SYMMETRICAL ABOUT CENTERLINE FILE NO.: TRU43 — 36 4 40* DATE: 6/1/84 REF.: 25-1 DES. BY: SC SEO.: STANDARD CHORD OR THE SPANS NOTED BELOW, LUMBER SHALL BE OF THE MINIMUM GRADE AND SPECIE INDICATED C 2400 I 2250F I 2100F I 1950F I 1800 I 1650F I 1450F I SSDF I #1 DF I 42 D I SSHF I #1 HF TOP CHORD 2x6 36'-8" 36'-8" 36'-8" 2x4 34'-O'I 33'-4" 33'-0" 32'-3" 31'-8" 31'-0" 29'-8" 33'-0" 33'-0" 31'-)" 31'-O" 30'-11" 1 BOTTOM CHORD 2x4 16'B" 36'-6" 1 32'-5" 36'-8" 1 33'-0" 36'-O" 321-" WE MEMBERS -2 x 4 STANDARD OR STUD GRADE HEM - FIR, 2 x 3 #2 HEM - FIR OR AS NOTED ON DESIGN General Notes. unless Otherwise noted I. Design to support loads as shown. All lateral force resisting elements Such as temporary and permanent. bracing to be designed and provided by Others. Design assumes the top and bOttOrnchords to be laterally braced 313 0 o.c. and at 12 0 o.c. respec.ely. For recommended bracing detarls.see Bracing Wood Trusses, BWT 76 by the Truss Plate Institute. lx) Continuous lateral web bracing where shown.. S. Impact bridging or lateral bracing recommended where Shown Installation of truss is the responsibility of the respective contractor. Design assumes trusses are to be used in a non-corrosive environ. ment and are for dry condition" of use. Design assumes lull beating at 11 supports Shown. Shim or wedge it necessary. Design assumes adequate drainpgeisprovided. Plates shall be located on both laces ot truss and placed so their center lines coincide with loint cçrttev bries. II. Digits indicate side 01 plate in incres. For basic design salons Cl the ComputrusPlate. indicated by the prefix see t.C.B.O. R.R. 4211 The Computrus Net Section PlaId ,sindicated by the prefix CN. the designator (18) indicates 18ga. malerial is used. All others are 20 ga. OFF PANEL SPLICE NOTE: Off panel point splices are located at 1/5 the panel length +1- 6" at either end of the panel indicated. 2x4 STUD WITH C-1x2.6 TYPICAL 8'-0" (Hip No.!) C-4x7 .7 12 4 or 5 11/4 1/4" I NO SPLICE C-2.5x4.3 SPLICE C-5x9.4(Ilip No.1) TO 32'-O" C-5x7.7(Hip No.2-4) DOUG. FIR C-3x7.7 (Hip No.!) C-2.5x6 (Hip N0.2-4) HEM-FIR C-3x9.4 (Hip No.!) C-3x6.O (Hip No.2-4) FOR THE SPANS NOTED BELOW. LUMBER SHALL BE OF THE MINIMUM GRADE AND SPECIE INDICAT 2400F _2250F _2100F _1950F _1800F _1650F _1450F _SSDF _UiDF _II2DF _S x X X X WEB MEMBERS - 2 x 4 STANDARD OR STUD GRADE HEM - FIR, 2 x 3 H2 HEM - FIR OR AS NOTED ON DESI UiHF X LOAD DURATION INCREASE - 1.25 LOADING LL + DL ON TOP CHORD 30.0 PSF DL ON BOTTOM CHORD = 10.0 PSF* TOTAL LOAD = 40.0 PSF* *5 PSF REDUCTION TAI-LEN ON BOTTOM CHORD, AXIAL STRESS ONLY. (HIp No.:MEMR FORCES T 1- -7396 B 1= 7017 U 1- 1183 T 2= -7018 B 2- 9454 U 2= -2627 T 3- -9592 B 3= 9453 U 3= 178 T 4 -7018 B 4- 7017 W 4w 178 T 5- -7396 U 5= -2627 W 6= 1183 REACTIONSi LEFT - 2640 RIGHT - 2640 '' HIPSET.T:32'-O" END WALL. HIP NO.2-4 SPACED 24"o.c. HIP NO.1 - Two Complete trusses required. Join together with 16d nails staggered at 12"o.c. throughout. HIP NO.2-4 SINGLE MEMBER AS SHOWN. 24" 24" 24" I. ALTERNAI SPLICE 04 PLICE C-3x6 '-S_S.- C-5x5. 1 02 NO SPLICE + + + C-2.5x4.3 I 1/4" I NO SPLICE ALTERNATE SPLICE C-2.5x4.3 CNI8-3x17.9 (Hip No.!) CN-3x10.2 (Hip No.2-4) t PLICE _5x9.4 (Ilip No.1) - _5xl.7 (Hip No.2-4) SYMMETRICAL ABOUT CENTERLINE FILE NO.: 8111P - 32_4_40* 01-05 CHORD SIZE DATE: 12/1/84 I 2x6 REF.: 25-1 DES. BY: SC TOP CHORD I_2x4 SEQ.: STANDARD 1BOTTOM CHORD 1_2x4 I KETCHUM ENGINEERING INC. June 23, 1986 7818 QUEBRADA CIRCLE, CARLSBAD (619)944-1836 CALIF.,92008 Packard Construction KE S8639 725 Grand Avenue Report No. 1 Carlsbad, California 92008 Subject: Report of Field Observation and Relative Compaction Tests, Proposed Five Lot Subdivision, APN 206-260- 18,19, 20 and 21, Syme Drive, Carlsbad, California. Reference: Soil Investigation by Tri City Engineers, WP 254.7, Dated July 10, 1985. Gentlemen: In accordance with your request, this report has been prepared to present the results of the field observations and relative compaction tests performed at the subject site by Ketchum Engi- neering, Inc. These services were performed between April 1, 1986 and June 6, 1986. SITE DESCRIPTION The site is a nearly rectangular parcel that slopes gently towards the west. PROPOSED CONSTRUCTION It is our understanding that one and two story, wood frame resi- dential structures with slab-on-grade construction are proposed for these properties. REcE%V AUG ?.. 3 1986 T'( OF CARLS3ALI DEt-Q ERQC1 E8' KE S8639 Page 2 SITE PREPARATION Prior to grading, the existing structures were demolished and the site was cleared of grass, brush, and debris. The loose topsoils on all lots were removed to firm natural ground and the soils replaced as a compacted engineered fill. The fill material which consisted of silty sands obtained from cuts made on the site was placed in six (6) to eight (8) inch layers, watered to near optimum moisture requirements and was compacted by means of a sheepsfoot roller and heavy construction equipment. The mass grading was performed by Southern Construction. FIELD OBSERVATION AND TESTING Observations and field density tests were performed by a repre- sentative of Ketchum Engineering, Inc., during the mass grading operations. The density tests were taken according to A.S.T.M. Test 1556-74 and the results of those tests are shown on the attached plates. The locations and elevations of the in-situ tests were determined in accordance with their importance and the accuracy and proximity of the survey control provided by other than Ketchum Engineering, Inc., representatives. Unless otherwise noted, their locations and elevations were determined by pacing and hand level methods and should be considered accurate only to the degree implied by the method used. As used herein, the term "observation" implies only that we ob- served the progress of work we agreed to be involved with, and performed tests, on which, together, we based our opinion as to F' KETCHUM ENGINEERING INC. E S8639 . Page 3 whether the work essentially complies with the job requirements, local grading ordinances and the Uniform Building Code. LABORATORY TESTS. Maximum dry density determinations were performed on representa- tive samples of the soils used in the compacted fills according to A.S.T.M. Test 1557-78, Method C. This method specifies that a four (4) inch diameter cylindrical mold of 1/30 cubic foot volume be used and that the soil tested be placed in five (5) equal layers with each layer compacted by twenty-five (25) blows of a 10 pound hammer with an 18 inch drop. The results of these tests, as presented on Plate Numbers 3 and-4, were used in con- junction with the field density tests to determine the percent of relative compaction of the compacted fill. CONCLUSIONS Based on field observations and the density test results, it is the opinion of Ketchum Engineering, Inc., that the grading was performed basically in accordance with the recommendations con- tained in the Geotechnical Report prepared by Tri City Engineer- ing, dated July 10, 1985, and the recommendations contained there- in do apply to the subject site. This report covers only the work performed between April 1, 1986 and June 6, 1986. Additional testing may be required for utility trench backfill or for retaining wall backfill. Our opinions presented herein are based on our observations and the relative compaction tests results. Due to possible variations in the uniformity of compacted fills, we only warrant that our .0 KETCHUM ENGINEERING INC. KE S8639 Page 4 work was performed in accordance with the currently accepted standards of practice and in such a manner as to have reasonable certainty that the mass grading complies with the job require- ments. No other warranty, express or implied is given or in- tended. If you should have any questions after reviewing this report, please do not hesitate to contact this office. This opportunity to be of professional service is sincerely appreciated. Respectfully submitted, KETCHUM ENGINEERING, INC. E. N. Ketchum, R.C.E. 26267 President ENK/ct cc: (5) Submitted KETCHUM ENGINEERING INC. ..vJ .0 SITE E CT' VICINITY MAP ENK JOB NO. S8639 KETCHUM ENGINEERING INC DATE: 6/23/86 7818 QUEBRADA CIRrLE. CARLSBA1 -. (619)944-1836 g2oo8L PLATE NO. TAMARACK AVENUE ia li '1 SITE PLAN ( BY: ENK JOB NO. S8639 KETCHUM ENGINEERING INC. DATE: 6/23/86 7818 QUEBRADA CIRCLE, CARLSBAD (619)9441836 92008 PLATE NO. 2 , SITE PLAN BY: ENK I JOB NO. S8639 L(61 KETCHUM ENGINEERING INC. DATE: 6/23/86 7818 QUEBRADA CIRCLE, CARLSB AD 11 9)944 -1836 92008 PLATE NO.3 -3 tlj C KETCHUM ENGINEERING INC. FIELD DENSITY TESTS REPORT TEST NO. LOCATION ELEV. OF TEST (FEET) MOISTURE (PERCENT) DRY UNIT WEIGHT (LBS/CU. FT.) SOIL TYPE RELATIVE COMPACTION (PERCENT) DATE OF TEST 1 N.G. 136.2 11.1 121.4 1 93.0 4/1/86 2 N. G. 140.5 11.1 119.7 1 91.2 4/1/86 3 FILL 137.5 12.4 118.9 1 91.0 4/2/86 4 FILL 138.0 13.0 123.5 1 94.6 4/2/86 5 FILL 140.0 12.4 122.0 1 93.4 4/5/86 6 FILL 142.0 13.0 124.2 1 95.1 4/5/86 7 FINISH GRADE 10.5 119.9 1 91.8 4/7/86 8 FINISH GRADE 10.5 122.5 1 93.8 4/7/86 9 FINISH GRADE 11.1 121.4 1 93.0 4/7/86 10 FINISH GRADE 11.7 124.3 1 95.2 4/7/86 11 -3.0 13.6 125.5 1 96.1 4/11/86 12 -2.5 13.0 123.1 1 94.3 4/11/86 13 -2.5 11.1 120.6 1 92.3 4/11/86 SOIL TYPE OPTIMUM MOISTURE MAXIMUM DRY DENSITY (PERCENT) (LBS/CU. Fl) 1 10.1 130.6 KETCHIJM ENGINEERING INC. FIELD DENSITY TESTS REPORT TEST NO. LOCATION 11EV. OF TEST (FEET) MOISTURE (PERCENT) DRY UNIT WEIGHT (LBS/CU. FT.) SOIL TYPE RELATIVE COMPACTION (PERCENT) DATE TEST W-1 WATER MAIN TRENCHB.F -0.5' 7.5 111.5 2 91.4 5/9/86 W-2 " " " 1 -0.5' . 7.5 104.7 2 85.8 5/9/86 W-3 RETEST #2 -0.5' 7.0 106.3 2 87.1 6/3 /86 W-4 II H II H RETEST #3 -0.5' 7.0 115.1 2 94.3 6/5 /86 SG-1 CUL DE SAC SC 9.9 120.7 2 98.9 6 /5 /86 SG-2 CUL DE SAC 50 7.0 114.7 2 93.9 6/5/86 B-3 CUL DE SAC BASE 6.4 137.4 3 95.4 6/6/86 B-4 CUL DE SAC BASE 10.5 138.9 3 96.5 6/6/86 SOIL TYPE OPTIMUM MOISTURE MAXIMUM DRY DENSITY (PERCENT) . (Las. / CU. FT) 2 12.0 122.1 6.0 - 144.0. 5yte /4'(J 1200 ELM AVENUE CARLSBAD, CA 92008-1989 TELEPHONE (619) 434-2882 March 15, 1988 TO: COMMUNITY DEVEOPMENT DIRECTOR FROM: FINANCE DIRECTOR SUBJECT: CERTIFICATION OF FEE PAYMENT The following property owner has paid in full and requested removal of the recorded agreement Property Owner Hannah PC# 86-414 INVOICE 903 INVOICE ANT. $6,632.55 RECEIPT 76148 2/2/88 RECORDING FEE $9.00 /JA S F. ELLIOTT jFi :ance Direc,or yrn Alef 4 A JJECT PC NO. DATE NAME 6 ADDRESS UN S ZONE VALUATION 9791 STATUS ' /2 fr JILU!I A91 WV/V 1/2 9 /si '- u 77 ,pA1—,2,.4, 7Qc4 IDe7* , / 1 /2 7/.2 3) #L'GftS 771CD..2Y ASDC. / 1 2, 1J?V'eq,5—,c 4c\8 g-Vs z/y/, / 1,277, /o F t.b227PA '4\(8 2,7'19, m - - _____ _____ ________________ ____ _____ __________ _____ _________________ 47 ¼2. 27 SCHOOL FEE COMPLIANCE CERTIFICATION (Government Code Section 53080(b)) This form shall be used to determine the amount of school fees for a project and to verify that the project applicant has complied with the school fee requirements. No building permits for the projects shall be issued until the certification is signed by the School District and returned to the Building Department of the City of Carlsbad. PROJECT INFORMATION (To be completed by the applicant) Project Address: /JO/13a.3/iO 14,i.cc %?/ Project Applicant: ,4WK '.I4,v4/4 11 Project Type: Residential/No, of Dwellings Commercial Industrial Phased Project: _Yes — No. Building Permits are for entire project _Yes _No. Square feet of covered or enclosed space ø Plan check or Building Permit No. Official checking checking form/... Date /—----l7 . ,&. LL INFORMATION VERIFICATION (To be completed by the project applicant) declare under penalty of perjury under the Laws of the State of California that I am the project applicant for the project listed above and that the foregoing information is true and correct. Executed this ....29 day of , 198, at California. FEE CERTIFICATION (To be completed by the School District) L— Applicant has complied with fee requirement under Government Code 53080. Project is subject to an existing fee agreement. Project exempt from Government Code 53080. Final Map approval and construction started before September 1, 1986. (other school fees paid) Other School District Official: iJ Gprz a - SIGNATURE NAME (PRINT) t '-' TITLE Jtl DATE 4o4 c(0 PHONE NO. I