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HomeMy WebLinkAbout2305 CARINGA WAY; BLDG B; 85-40B; PermitDECLARATIONSLENDERa * * ^D WORKER'S COMPENSATION OWNER/BUILDER CONTRACTOR«>S59°;?*a ;s°<° sa;n a 3 £?°a iiffa9 5o ». ~2 ° 3 o 3• 3- - ^ 5«^5-sa;*3 ° o 3l§'5|3•I?5? g § « ^Q. !JH wjalj^^30^§"?3 (fl White — Inspector Green — (1) Finance (2) Data Process, Yellow — Assessor Pink — Applicant Gold — Temporary File SPECIAL CONDITIONS,/f -BUILDING>'•**.*//^^s*-^^-•*<--*.MECHANICAL//. t*,v*f .ELECTRICAL/.j PLUMBING-J •nZ1-or-r--nliCOS§im ^^"D^rn$3CDSrn "5SS?>0^m-rf&~QTD. 33' S,"1 f-VENTILATING SYSTEMSXm133OOZOCOHm2CO--nDCOHTJmn3)mT|TJTJOX,!>^K MEGHANO>p-^a BONDING a POor~D ELECTRIC SERVICEDmsTJO"nJO33-<•^-,ROUGH ELECTRIC^\"V^C ELECTRIC UNDERGROczDnTlTlm3^ELECTRIOr™nHmmHrnDCOOL•^33>m33^-V OCO-1mCOH^s.V^TUB AND SHOWER PAN••^oTJOCHa|COHmn-Hm33v^\^UNDERGROUND D WCOmn5-\rrp33S^y\^SEWER AND BL/CO DTJOo\i "Op"cSrozo N>INTERIOR LATH & DRY\^r"r~y^r&$$•1INSULATION//^EXTERIOR LATHV-s_FRAMEVN\SHEATHING D ROOF1 1nT.m^nJJ^x^i\^FLOOR & CEILING SUBT|33miGUNITE OR GROUTMASONRY•s'+*REINFORCED STEELvj>-S:V"^%FOUNDATIONv\vjj^1*^\\\/CDC1-ozo T)ma-tm—u>mO—io33 City of Carlsbad 1200 ELM, CARLSBAD, CA 92008 • TEL. (619) 438-5525 MISCELLANEOUS RECEIPT Contractor Addr«M City Zip Slat* Lie. S. Class)!. Trt. City Lie. No. COMPLETE FOR PLAN CHECK ONLY DESCRIPTION OF WORK f 1 Q ) l{t?,f~ I £•>-*.-la ^7-,x.-X- J(/4 &~rtG*Z>v< PLAN ID NO. i; 7" DESIGNER ADDRESS PHONE CONTACT PERSON X, . /-,- X c " Signature of Applicant, ^UsgEj. CHECK FEE D VALUATION LANEOUS FEE RECEIPT 01-00.00-8806 D DEMOLITION D HOUSE MOVING D D [U SCHOOL FEE - DISTRICT. FACILITIES Encinitas. San DJsgo. San Marcos. CERTIFICATE OF OCCUPANCY. Q a. n. D. D. a TOTAL FEE •WARNING: PLAN CHECK FEES. WHERE NO ACTION IS TAKEN BY THE APPLICANT IN 180 DAYS AND NO BUILDING PERMIT IS ISSUED. ARE FORFEITED TO THE CITY. COMMENTS:. White — Applicant Yellow — File Pink — (1) Finance (2) Data Process Gold — Assessor FINAL BUILDING INSPECTION PLAN CHECK NUMBER: PROJECT NAME: ADDRESS: 85-40-B DATE:5-30-86 2305 Caringa PROJECT NO.: TYPE OF UNIT: UNIT NUMBER: Apartment NUMBER OF UNITS: . PHASE NO.: 4 CONTACT PERSON:. CONTACT TELEPHONE:. COMMENTS: ML Ed 481-5488 INSPECTED-^04? J& BY: SyffC & INSPECTED RY: INSPECTED RY: ^ DATE A m > Q$ff [fusPPrvrprv ^ ^ DATE INSPECTED: DATE INSPECTED: jAifJnE J[Q5IE^>APPROVED /[ DISAPPROVED APPROVED DISAPPROVED APPROVED DISAPPROVED READY FOR ALL DEPARTMENTS Rev. 1/86 WHITE: Suspense GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire FINAEfBUItDING INSPECTION PLAN CHECK NUMBER: PROJECT NAME: ADDRESS: PROJECT NO.: TYPE OF UNIT: CONTACT PERSON:. CONTACT TELEPHONE:. DATE: 5-30-aC 'j Carin-ja UNIT NUMBER: NUMBER OF UNITS: . PHASE NO.: 4 .Lei 481-5408 BY: INSPECTED BY: INSPECTED BY: DATE INSPECTED: DATE INSPECTED: DATE INSPECTED: APPROVED APPROVED APPROVED DISAPPROVED DISAPPROVED DISAPPROVED COMMENTS:FOR ALL Rev. 1/86 WHITE: Suspense GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER: PROJECT NAME: ADDRESS: PROJECT NO.: TYPE OF UNIT: DATE:5-30-SC 2305 Carinya UNIT NUMBER: Apartiueat NUMBER OF UNITS: . PHASE NO.: 4 CONTACT PERSON:. CONTACT TELEPHONE:. i-Cl 431-5488 INSPECTED BY: INSPECTED BY: INSPECTED BY: DATE INSPECTED: DATE INSPECTED: DATE INSPECTED: APPROVED APPROVED APPROVED DISAPPROVED DISAPPROVED DISAPPROVED COMMENTS:KEAJY FOR ALL DfcPA&TMEfl'ES*. Rev. 1/86 WHITE: Suspense GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER: PROJECT NAME: ADDRESS: 85-40-B DATE:5-30-86 PROJECTNO.: TYPE OF UNIT: CONTACT PERSON: 2305 Caringa UNIT NUMBER: Apartment NUMBER OF UNITS: CONTACT TELEPHONE:. Ed 481-5488 MAINTENANCE DEPARTMEN INSPECTED BY: INSPECTED BY: INSPECTED BY: DATE INSPECTED: t : <O DATE INSPECTED: DATE INSPECTED: APPROVED APPROVED APPROVED DISAPPROVED DISAPPROVED DISAPPROVED COMMENTS:READY FOR ALL DEPARTMENTS Rev. 1/86 WHITE: Suspense GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire NUMBER: PROJECT NAME: ADDRESS: DATE:5-30-86 2305 Caringa PROJECT NO.: TYPE OF UNIT: UNIT NUMBER: Apartment NUMBER OF UNITS: PHASE NO.: CONTACT PERSON:. CONTACT TELEPHONE:. Ed 481-5488 INSPECTED BY: INSPECTED BY: INSPECTED BY: DATE INSPECTED: DATE INSPECTED: DATE INSPECTED: APPROVED APPROVED APPROVED DISAPPROVED DISAPPROVED DISAPPROVED COMMENTS: ML READY FOR ALL DEPARTMENTS Costa Real Municipal Water District Engineering Department (619)438-3367 WHITE Sutpana* GREEN: EnghMriftg GOLD: I f 1 0 ! I l**^ A Vi i x - I t! J ESGIL CORPORATION 0320 CHESAPEAKE DR.. SUITE 2O8 SAN DIEGO, CA 92123 (619) 56O-J468 DATE: AXaw ? /9#5 _ D APPLICANT 1 ' 9 JURISDICTION JURISDICTION: arkbeLd _ _ D PLAN CHECKER D FILE COPY PLAN CHECK NO; g>5~ qp TTT D UPS D DESIGNER PROJECT ADDRESS; Aj+^Mfl. U)ay /rihja. (Jay H 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 on the enclosed check list are resolved and checked by building department staff. [~] The plans transmitted herewith have major deficiencies identified on the enclosed check list and should be corrected and resubmitted fo.r a complete recheck. I I 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 applicants copy of the check list is enclosed for the Jurisdiction to return to the applicant contact person. M The applicant's copy of the check list has been sent -to: I I Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: _ S-^-g-S _ Telephone * 7-V3- o~i \o REMARKS: ENCL: ESGIL CORPORATION Form 31584 ESGIL CORPORATION 9320 CHESAPEAKE DR.. SUITE 2O8 SAN DIEGO, CA 92123 (619)560-1468 DATE: Aprt\ 16, I4g>5 _ - O^EfiW^WW ---r J <^DJURISDICTIQJLJ> U PLAN CHECKER D FILE COPY PLAN CHECK HO: #g-i/£? IZT _ D UPS y D DESIGNER PROJECT ADDRESS : Alfr*M*. l^Ay / farina* U)&y f I 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 on the enclosed check list are resolved and checked by building department staff. The plans transmitted herewith have major 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. Tne applicants 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: I | Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted; Date contacted: M /i «r fg>"5 Telephone * REMARKS; ^f.? &^/ fa /grg 15^*1 (~}'rtn beiauM be! Mar.^ J _ C(L', Paul £x/gw . f.£. JSS&-12 E.^ilew t^kuj^/ £^rgrJ \Ao .<:& 13.037"'"• — -'-/J / 7 ^""^ ENCL: ESGIL CORPORATION Form 31584 II APPLICANT COPY O CITY COPY PLAN CHECKER COPY Citp of JURISDICTION: fl f DATE PROJECT ADDBEsst TO. /Ca.r\i\aoL\a PLAH CORRECTIOH SHEET Plan Check Mo.TT P-it«» plans received by Jurisdiction n«te pl*n« received by plan checker 'i '/l&Jg> Oato initial .plan check completed H/IB/eSby— PLEASE READ Plan check is United to technical requirement* contained in the Uniform Building Code, Uniform Plumbing Code, Unifora Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on . regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items circled below need clarification, modification or change. All circled items have tc be satisfied before the plans will b« in conformance with the cited codes and regulations. Per Sec. 303 (c). 1-979 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. PLAN'S 1. Please make all corrections on the original tracings and submit two new sets of prints* and any original plan sets that may have been returned to you by the jurisdiction, c(\o ' To facilitate rechecking. please identify.- next to each circled item, the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans. 7. ns f\ 7- IS. on are er Th*iOo4 .-^.mpu^ th 2.5— ii iThe CM ALL C j!?T -^ L/frL&nL.&H ESGIL CORPORATION 9330 CHESAPEAKE DR., SUITE 2O8 SAN DIEGO, CA 92123 (619) 56O-1468 DATE: JURISDICTION: PLAN CHECK NO: | _ | [ | [~] | | DjPPLICANT f E^JURISDICTION ^DPLAN CHECKER D FILE COPY D UPS DESIGNER PROJECT "™pt30 The plans transraitted necessary and substantia building codes. ave been corrected where y comply with the jurisdiction's The plans transmitted herewith will substantially comply with the jurisdiction's building codes, when minor deficien- cies identified on the enclosed check list are resolved and checked by building department staff. The plans transmitted herewith have major 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 applicants 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: Kalk Pfe-fgrs /S5/g (GVx/g /Wa«/i/? ^1 Mar. — .a J I |Esgil staff did not advise the applicant contact person that pian check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: RtjpK ^.•ffcTg Date contacted: zl&l&Z Telephone # REMARKS; BY; ESGIL CORPORATION Form 3158A Citp of Cartebab TO; Peter Swhweizer _ U APPLICANT COPY 3356 Laurashawn Lane D CITY COPY 1200 ELM AVENUE [—) n? . .. «.„-«.,,-„ ^^«,,Escondido. CA 92026 CARLSBAD, CALIFORNIA 92008 U PLAN CHECKER COPY cc: Ralph Peters _ PLAN CORRECTION SHEET A. Plan Check Number 85-40 B. Site Address Altisma Way/Caringa Way C. Owner Ed Banko and Ralph Peters Note: Sections reference D. Building Code Applicable _ 1_979 U.B.C. 1982 UBC _ E. Occupant Load 2 plus basement _ Stories Less than 40 ft. Bldq. A = R-3/M-1 F. Occupancy Bldq. B,C, =R-1/M-1 _ Use Condominiums _ G. Type of Construction y-N _ Sprinklers: Yes _ No XX Bldg. A: 6,052 H. Allowable Floor Area 12,000 _ Actual Bldq. B,C: 9,440 I. Basis for Area Increase J. Remarks Revised plans and calculations submitted 2/1/85 Date Plans Submitted Date Plans to Plan Checker 1/21/85 Date Initial Plan Check Completed 2/7/85 By Kurt Culver Applicant Contact Person Ralph Peters Tel. 756-5490 FOREWORD: PLEASE READ 1. This 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. 2. You may have other corrections based on laws and ordinances enforced by the Planning, Engineering and Fire Departments. For information regarding those departments, please contact Mr. Carter Darnell at (619) 438-5525. 3. The items below 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), 1979 Uniform Building Code, the approval of the plans does not permit the violation of any state, cpunty or city law. 4. Please submit two sets of corrected plans and show on this list where corrections were made i.e. sheet, detail, etc..Return any original plans and documents that were returned to you by the city. The above items may be returned to the City Building Department or to Esgil Corporation at 9320 Chesapeake Dr., Suite 208, San Diego, CA 92123, telephone (619) 560-1^68. 8/19/82 © /• /• GENERAL Provide the sit* address and a vicinity sketch on the Title Sheet. Provide the names, addresses and telephone numbers of the owner and the responsible design professionals on the Title Sheet. All sheets of the plans and the first sheet of the calculations are required to be signed by the California licensed Architect or Engineer responsible for the design. Please include the California license number and the date the plans are signed. Indicate on the Title Sheet whether or not a grading permit is required for this project. Show on the Title Sheet all buildings, structures, pools, walls, etc. included under this application. Any portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as "not included" on the site plan or Title Sheet. Provide a Building Code Data Legend on the Title Sheet. Include the following code information for each buildingproposed: Occupancy Group ______— Type of Construction ___ Sprinklers: Yes or No Stories Floor Area Justification to exceed allowable area in Table S-C Justification to exceed allowable height or stories in Table S-D Provide a Building/Unit schedule on the Title Sheet. Include the following: a. Designation and area of each dwelling unit type. b. Number of each designated unit types in each building. (Including handicapped access units) c. List any other occupancies oruses included in each building, i.e. common laundry, common storage, garage, rental office, etc. SITE PLAN Provide a Cully dtMentioned site plan drawn to scale. Showi North arrow, property lines, easements, streets, existing and proposed buildings and structures, location of yards used for allowable increase of building area and dimensioned setbacks. Provide a statement on the site plan stating: "All property lines, easements and buildings, both existing and proposed) are shown on this site plan". Clearly designate on the site plan existing buildings to remain, existing buildings to be demolished, buildings to be constructed under this permit and any proposed future buildings. Show on the site plan all proposed walls, retaining walls and fences. Specify their heights on the plans. Clearly dimension building setbacks from property lines, street center* lines, and from all adjacent buildings and structures on the site plan. Dimension distance from curb to property line. Show and dimension on the site plan all building projections including eaves, balconies, cornices and similar appendages extending beyond the exterior walls. Show on the site plan, or provide the grading plans, showing finish floor elevations, elevations of finish grade adjacent to buildings, drainage patterns and locations and gradients of cut or fill slopes. Show dimensioned parking layout including any required handicap access spaces. Show the location of any designated flood plains, open space easements, or other development restricted areas on the site plan. LOCATION OH PROPERTY When two or wore building* (including carports) are on the same property, the buildings shall have an assumed property line between then tor the purpose of determining the required wall and opening protection and roof cover requirements, per Section S04{c). An exception is provided if the combined area of the buildings is within the limits specified in Section SOS Cor a single building. If this exception is used, show how the buiLding(s) will comply with Section 504(b), Buildings over one story and containing courts shall have an assumed property line for the purpose of determining required wall and opening protection of court walls, per Section 504(c). See possible exception. Please show how the court walls will be made to comply with Section S04(c). The exterior walls of R-l occupancies (Type V Construction) less than S feet to a property line or an assumed property line, shall be one-hour fire-rated construction. The wall shall have a 30 inch parapet (see exception. Section 1709) and the wall shall have no openings, including windows, doors, scuppers, vents, etc. Table 5 -A The exterior walla of a Group H occupancy (maximum 1,000 SF) carport or garage, less than 3 feet to a property line or an assumed property line, shall be one-hour fire-rated construction. The wall shall have no openings. Table S-A The exterior wall of • Group M occupancy (maximum 3,000 SP) carport or garage, less than 5 feet to a property line or an assumed property line, shall be one-hour fire-resistive construction. The wall shall have a 30 inch parapet and shall have no openings. Table 5-A, Section 1102 The exterior wall of a B-l occupancy carport or garage (Type V-N Construction), less than 20 feet to a property line or an assumed property line, shall be one-hour fire-rated construction. When the exterior wall is less than 10 feet, a 30 inch parapet and protected openings are required. When the exterior wall is less than 5 feet, no openings are permitted. Table S-A Eaves over required window* shall be not less than 30 inches from side and rear property line*. Section 504<a) Co«bu»tible projections located where openings are required to be protected •hall be heavy timber or one-hour construction. Section 1710 Projections may not extend more than 12 inches into areas where openings are not allowed. Section 1710 Projections over public property must comply with Chapter 45. Projections may not extend more than one-third the distance from the exterior wall to the property line or one-third the distance from an assumed vertical . plane located where fire-resistive protection of openings is first required, whichever is least restrictive. Section 504(b) Fire-resistive exterior wall construction shall be maintained through attic area*. Section 4304(c) When openings are required to be protected due to location on property, the sum of openings shall not exceed SO percent of the total area of the wall in each story. Section S04(b) A covered passageway connecting separate buildings must comply with the requirements for an arcade. Section 509 Exterior exit balconies cannot be located in an area where openings are required to be protected. Section 330SU) Exterior stairways shall not project into yards where protection of openings is required. Section 3306(n) Yards or courts serving as required exits for more than 10 occupants must be at least 10 feet wide or have walls of one-hour construction for a height of 10 feet abqve the court or yard grade. Openings shall be protected by fire- assemblies having a rating of not less than three-fourths-hour. Section 3302 definition and Section 3311(d) Structural elements exposed in walls required to be fire-resistive construction due to location on property must have the same fire- resistive rated protection as the wall, or as required for the structural frame for the type of construction, whichever is greater. Table 17-A footnote 1, and Section 1702 Openings for scuppers, mechanical equipment vents, foundation vents and similar openings are not permitted in walls located where openings are prohibited and would have to be protected where openings are required to be protected. Table S-A BUILDING AREA, HEIGHT AND STORIES TYPE OF CONSTRUCTION/ALLOWABLE AREA ANALYSIS Building Designation Type Construction Shown Number of Stories and Height Basic Allowable Area Increases For Multi-Stories For Yards For Sprinklers Total Allowable Area Actual Area Total Area Separation Halls Area on First story Area Above First Story Over Area Over Height Over Stories Yes ' 6*oJ Yes (So} Yes (NO) Yes fao) Yes No Yes No Yes No Yes No Yes No Yes No Yes No Yes No Yes Ho Yes No Yes No Yes No Yes No Yes No Yes Ho Yes No "(See Attached If Over 5 Building Types) f i- f f t- BUILDIHG AREA Provide on the Title Sheet of the plans the code justification for exceeding the basic allowable area in Table 5-C. Section 506 When a building has more than one occupancy, the area shall be auch that the sum of the ratios of the actual area divided by the allowable area for each occupancy shall not exceed one. Section 503 As shown, the building(s) is/are over area for the Type of Construction shown. Table 5-C The total floor area of a multi-story building cannot exceed twice the basic area allowed by Table 5-C after increasing the basic area, per Section 506 Ho single story can exceed the baaic area allowed by Table S-C plus the increases allowed by Section 506. Unless considered a separate story, the floor area of «. mezzanine shall be included in calculating the ar«a of the story in which it is located. A basement need not be included in the total allowable area, provided such a basement does not qualify as a story nor exceed the area permitted for a one story building. AREA SEPARATIQH_WALI.S 70. Area separation walls may separate ' portions of a building and allow each portion to be considered a separate building, however, the area separation wall must be four-hour in Type I, II-F.R., Ill and IV buildings; and two-hour in Type II-one- hour. Type II-N and Type V buildings. Section SOSteJl 71. Openings in four-hour area separation walls are required to be protected with three-hour fire-resistive assemblies, and 1-1/2 hour fire- resistive assemblies in two-hour area separation walls. Section S05(e) 71. Openings in area separation walls .' are limited to 25 percent of the length of the wall in each story. Section S05(e) It area separation walls do not extend to the outer edge of horizontal pro- jections, (balconies, roof overhangs, canopies,.marquees and architectural projections) and the projecting elements contain concealed spaces, the wall shall extend through the concealed space to the outer edges of the projecting elements. The exterior walls, and projecting elements above, must be of one-hour con- struction on each side of the area separation wall for a distance equal to the depth of the projecting elements. Openings in the one-hour walls must be protected with three-fourth-hour assem- blies. Section 505(e)2 All area separation walls must extend in a continuous straight vertical plane from the foundation to a point 30 inches above the roof, but may terminate at the underside of the roof sheathing if the roof/ceiling is two-hour construction. Two-hour area separation walls may ter- minate at the roof sheathing provided that: A. Where the roof/ceiling framing elements are parallel to the walls, such framing and elements supporting such framing shall be of not less than one- hour fire-resistive construction for a width of not less than 5 feet on each side of the wall. B. Where roof/ceiling framing elements are perpendicular to the wall, the entire span of such framing and elements supporting such framing shall be of not less than one-hour fire-resistive construction. C. Openings in the roof shall not be located within S feet of the area separation wall. Section 505(3) ~}i. Ho openings in the roof are permitted within 5 feet of * two-hour area separation wall if parapets are not provided. Section S05(e)3 77. Area separation walls, which ' separate portions of buildings having different heights, may terminate 30 inches above the lower roof level, provided the exterior wall for a height of 10 feet above the lower roof is of one-hour fire-resistive construc- tion with openings protected by three- fourths-hour assemblies. As an alternate) the wall may terminate at the sheathing of the lower roof, provided roof/ceiling elements, if parallel to the wall, are one-hour construction for a 10 foot width along the wall at the lower roof; where the lower roof/ceiling elements are perpendicular to the wall, the roof/ceiling elements shall be one- hour for the entire span. Section 505 (e)5. IK. No openings in the lower roof are permitted within 10 feet of the area separation wall if parapets are not provided. Section 505(e)S 7&. Show the basis for the approved fire- resistive construction elements for the area separation wall, parapet, and ceiling assembly if used in lieu of parapet, i.e. Item number in Table 43-A, B, C or U.L. Directory, etc. (Note that trusses require two layers of 5/8 inch Type 'X', per Gypsum Fire Resistance Design Manual, Item fC 5406) aO. See the attached article, "Area ' Separation Walls Revisited", and incorporate appropriate data and details on your plans. ei. Provide complete details of the area separation wall(s) to show compliance with Section 50S(e)l-5. si. provide a note on the plans stating: •Plumbing and conduit penetrations of the area separation wall shall be of copper or ferrous. No plastic pipe may penetrate the area separation wall". BUILDIHG HEIGHT/STORIES Clearly show the maximum building height based on the definition in Section 409. '91) Clearly show if the lower level is a basement or story, based on the definitions in Section 403 and 420. Plot the finish grade (adjacent ground level) on the elevations and dimension the distance to the floor above for story determination. See definition of grade. Section 408. The height and number of stories cannot exceed that shown in Table 3-D. Show the code basis for the height/ number of stories as shown. One additional story would be permitted beyond that shown in Table S-D if the building is sprinklered throughout and the sprinkler system is not other- wise required by Section 506 (area) or Section 508 (substitute for one-hour). Section 507 Towers, spires and steeples shall comply with Section 507, exception 1. LOA. loi. loi. FIRE-RESISTIVE COHSTRUCTIOH Group R, Division 1 occupancies more than two stories in height, or having more than 3,000 sq.ft. of floor area above the first story shall be not less than one-hour fire-resistive construction throughout except as provided in Section 1705(b> 2. Where one-hour fire-resistive con- struction is required, an approved automatic sprinkler system may be substituted for the one-hour construction, however, the fire sprinkler system shall not waive or reduce fire-resistive requirements for: occupancy separations, exterior walls due to location on property, area separation walls, shaft enclosures, corridor protection, stair enclosures, exit passageways, type of construction separation per Section 1701 and atriums constructed in accordance with Section 171S. Section 508 Provide details of the one-hour fire- resistive construction. Include roof/ceiling assemblies, floor/ceiling assemblies, wall assemblies, post and beam assemblies, etc. Maintain one-hour fire-resistive wall construction at built in wall fixtures and behind bathtub and shower enclosures, mailboxes, medicine cabinets, fire extinguisher cabinets, electric panels exceeding 16 sq.in. in area, etc. Section 430*(e) Detail and reference ICBO number or other approval for horizontal fire fire assembly using trusses. Section 4303(b)B Detail how fire-resistive wall and ceiling protection will be maintained at all duct penetrations such as at bathroom and kitchen hood fans, laundry room fans and dryer vents. Also detail recessed tight fixtures. Section 4303(b)6 Roof/ceiling and floor/ceiling assemblies must be of one-hour construction, detail fire assemblies on plans along with their ICBO number or other 1.0. number from the Fire-Resistive Design Manual published by the Gypsum Assoc. or O.L. number or item number from Table 43-C. UBC Lob. if ,4. Detail water heater vents located inside fire-resistive wall con- struction or within fire-resistive shafts. Detail pre-fabricated fireplace flues within individual fire-resistive shafts and specify fire-stopping around fireplace box opening. Section 430.4 (e) Clearly identify location and hourly fire-resistive rating of vertical shafts on the plans. Provide construction details showing location of fire dampers and how fire resistivity will be maintained at floors and roofs. Section 1706 Note on plans that elevator doors must be constructed and installed in the same manner as a _ hour fire assembly, even though elevator doors are not identified with fire labels. Detail column fire protection per Table 43-A in the UBC and specify column impact protection in garage areas per Section 4303(b)5. As a minimum, show a 22 ga. steel jacket around each column to a height of 3 feet above the ground for impact protection. Structural members such as beams supporting more than one floor or roof must be individually fire protected. (Section 430MbJ6> Detail required protection. Clearly specify minimum thickness of walls and slabs to provide - hour fire-resistive rating per Table 43-8 and C. Clearly specify minimum cover for bonded reinforcing at fire-rated floors, fire-rated columns, ________ fire- rated beams. Clearly specify minimum cover Cor prestressed concrete tendons per Section 4303(c}3. Detail all plumbing and electrical penetration at occupancy, area, corridor or other fire separation walls as specified in Section 4304{e). Detail all furred ceilings as required in Section 4203. Show fire-retardant treated wood where necessary. ill. U7 13 Provide cross-section of one-hour corridors serving an occupant load of 10 or more. Label corridors on plans as one-hour corridors, specify on the plans all doors as 20-minute fire assemblies with self-closers or automatic closers with smoke detectors, and all windows as 1/4 inch wire glass in steel frames and all duct penetrations to have fire dampers. Section 3305(h) Clearly label and identify on the plans the fire-resistive corridors, area separation walls, shafts, occupancy separation walls and floors, exit courts less than 10 feet wide and exit enclosures, along with their hourly ratings. Section 302(c) OCCUPANCY S EPftRATION Storage or laundry rooms that are within Group R, Division 1 occupancies, that are used in common by tenants, shall be separated from the rest of the building by not less than one-hour fire-resistive occupancy separations. Section 1302(b) Provide a full one-hour occupancy separation between R-l and M-l or B-l (H-l up to 3,000 sq.ft.) occupancies. Fire protection only on the garage side applies to R-3/M occupancy separations, not R-l/M occupancy separations. Table 5-8 and Section S03(d) Provide one-hour fire-resistive door assemblies in the one-hour occupancy separation. Section S03(c) The required three-hour rated occupancy separation between R-l and B-l occupancies may be reduced to a two-hour rating when the B-l is limited to the storage of passenger vehicles, and the provisions of Section 702 are not applicable. Table 5-B The two-hour" occupancy separation may be further reduced to one-hour, if the aggregate area of B-l occupancy within the building does not exceed 3,000 sq.ft. Section 503(d) A B-l occupancy in the basement or first story may be classed as a separate and distinct building for the purpose of area limitation, limitation of number of stories and type of construction ONLY if the following conditions are met: a. B-l la Type X construction b. B-l/R-1 arc separated by a three-hour occupancy separation c. B-l is restricted to passenger vehicle storage, laundry rooms and mechanical equipment rooms. (No storage, recreation room, etc. ) d. The maximum building height does not exceed the limits in Table S-D for the least type of construction The Type I construction is required to have protected exterior wall openings when located within 20 feet from a property line. Section 1803(b> All openings in floors forming a three-hour separation shall be protected by vertical enclosures above and below the opening. The walls of such enclosures shall be not less than two-hour fire-resistive construction, and openings therein shall be protected by a one and one- half-hour assembly. Section 503(c), Tables 43-A, B. C and Chapter 43 A -hour occupancy separation is required between occupancy and the occupancy. Table 5-B, Section 503(d) Tables 43-A, B, C and Chapter 43 Structural members supporting an occupancy separation must have the same fire-resistive rating as the separation. Table 5-B, Section 503(d), Tables 43 -A, B, C and Chapter 43 No openings are allowed in » four- hour fire-resistive occupancy separation wall. Section 503(c) Openings in a three-hour fire- resistive separation shall be protected by a three-hour assembly, and openings may not exceed 25 percent of the length of wall in the story and no single opening shall exceed 120 sq.ft. Section S03(d), Tables 43-A, B, C and Chapter 43 A two-hour fire-resistive separation shall be not less than two-hour fire- resistive construction. Openings shall be protected by a one and one- half-hour assembly. Section 503(c], Tables 43-A, B, C and Chapter 43 ' 'f 14*. A one-hour fire-resistive separation shall b« not less than one-hour fire-resistive construction. Openings •hall be protected by a one-hour assembly. Section 503(c), Tables 43- A, B, C and Chapter 43 Occupancy separation wall penetrations must be either ferrous or copper and fire-stopped. Steel electrical outlet boxes, not exceeding 16 square inches per 100 square feet of wall, may be installed and shall be separated by a horizontal distance of 24 inches when on opposite sides of a wall. . Section 4304(e) Plu.rv»fc,i<\4 sx-r\«.-t-ru,-f i a .1 5 Pire-resistive floors used for Occupancy separation shall have Openings for mechanical and elec- trical equipment enclosed in shafts per Section 1706. Clarify that wiring within concealed Spaces complies with Section 430S(e). Ducts penetrating one or two-hour occupancy separation walls must have fire dampers. A fire door is required for three-hour separations. Section 4306(j) Usable space under the first story, when constructed of metal or wood, shall be separated from the non-usable space, and the story above, as required for one-hour fire-resistive construction and the door to the usable space shall be self-closing, of non-combustible construction or solid wood core, not leas than 1-3/4 inches in thickness. Section 1703 Show the basis for the rating of the occupancy separation you propose, i.e., Item number in Table 43 -A, B, C; Gypsum Fire-Resistive Design Manual;U.L., etc. 16/1 SOUND TRANSMISSION (Title 25, Chapter 1, Subchapter 1, Article 4, Section 28 > UBC Standard Ho. 35 (1-31 UBC Appendix Chapter 35 Hall and floor/ceiling assemblies separating dwelling units from each other and from common space (such as corridors* laundry rooms, common garages, service areas, etc) must have a listed rating of STC 50 and IIC SO. Show the location of and provide details oC the listed wall and floor/ceiling assemblies, and indicate the listing agency and listing number for the tested ratings. Show how penetrations of assemblies for piping, electrical devices, re- cessed cabinets, bathtubs, soffits or heating, ventilating or exhaust ducts shall be sealed, lined or in- sulated or treated to maintain the required ratings. Dwelling unit entrance doors from interior corridors together with their perimeter seals shall have a STC rating of not less than 30. R-l occupancy buildings, located in noise critical areas (CNEL con- tours of 60 dB) as shown on the City or County's General Plan, require an acoustical analysis showing that the proposed building has been designed to limit noise in habitable rooms to CNEL of 45 dB. Hhere windows must be closed to comply, it is necessary to provide mechanical ventilation capable of providing at least two air changes per hour. The Title Sheet or Site Plan should clearly indicate if any portion of the project is in a noise critical area {CNEL contours of 60 dB) as shown on the City or County's General Plan. If no portion of the project is within a noise critical area, provide a note on the Title Sheet stating: "This project is not within a noise critical area (CNEL contour of 60 dB} as shown on the General Plan". EXITS In all occupancies, floors abov« the first story having more than 10 occupants, shall have not less than two exits, except only one exit is required from a second floor area within an individual dwelling unit. Two or more dwelling units on th« second story may have access to only one common exit when the occupant load tributary to the stairway does not exceed 10. Section 3303(a) Exits should have a minimum separation of one-half the maximum overall diagonal dimension of the building or area served. Section 3303(c) The maximum number of required exits and their required separation must be maintained until egress is provided from the structure. Section 3303(a) Where a required exit enters a yard, the yard must lead to a public way. Section 3301 Where required exits enter an exit court (see definition. Section 404 and 3301), the exit court must discharge into a public way or exit passageway. The exits from the exit court shall comply with Section 3311 requirements for width, number, and protection of walls and openings. Basements require two exits, except basements in an individual dwelling unit. Section 3302(aJ Total width of exits in feet shall be not less than total occupant load served divided by 50. Tributary occupant load from basements and stories above shall be per Section 3302(b) and the maximum width required for any story shall be maintained. No point in the building shall be more than 150 feet (200 if sprinklered) from an exterior exit, horizontal exit, enclosed stairway or exit passageway, measured along the path of travel. This may be increased 100 feet if last 150 feet is in a corridor. Section 3303(d)(See exceptions) Double acting doors are not allowed when serving a tributary occupant load of more than 100, or when part of a fire assembly, or part of smoke and draft control or when equipped with panic hardware. Section 3304(b) 8/4. 137, Exit doors from each unit should b* a minimum size of 3 feet by 6 feet 8 inches with a minimum door swing of 90 degrees. Maximum leaf width is 4 feet. Section 3304<e) Regardless of occupant load, a floor or landing not more than 1/2 inch below the threshold La required on each side of an exit door. In R-3, and individual units in R-l, a max- imum 7-1/2 inch drop may occur provided the door "does not swing over the drop. Section 3304(h) Doors should not project more than 7 inches into the required corridor width when fully opened, nor more than one-half of the required corridor width when in any position. Section 330S(d) Revolving, sliding and overhead doors are not permitted as exit doors. Section 3304(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 travel, to less than one-half the required width of the stairway. Section 3306(g) Minimum exit court width is 44 inches. Section 3311(b) Change in width in an exit court shall be effected gradually by a guardrail at least 36 inches high and making an angle of not more than 30 degrees with the axis of the court. Section 3311(b) Walls of exit passageways'shall be without openings except exits and shall have walls, floors and ceilings of the same fire-resistance required for the building, with a minimum one-hour fire-resistive construction. Exit openings in the walls shall be protected by a three-fourths-hour assembly. Section 3312(a) Ramps required by Table 33-A shall not exceed l:12j other exit ramps 1:8. Ramps steeper than 1:15 shall have handrails as required Cor stair- ways. Minimum size landings and landing clearances must be provided. Section 3307 I 8, 190. Stairway width must b* at least 44 inches when serving more than 50 occu- pants; 36 inches when less than SO; 30 inches when serving one unit only. Section 3306{b) and Section 3301{b) Seventy eight inch minimum headroom clearance Cor stairways should be indicated on the plans. Section 3306lp). Note that this is from a plane tangent to the stairway tread nosings. Stairway handrails should not pro- ject more than 3-1/2 inches into the required width. Trim nay not project more than 1-1/2 inches. Section 3306(b) Enclosed usable space under interior or exterior stairways should be protected on the enclosed side as required for one-hour fire-resistive construction. 2x9 16" O.C. nailers. Section3306 ""'(3 s-h-i Landings should not be reduced in width more than 7 inches by a door when fully open. Where doors open over landings, the landing shall have a length of not "less than 5 feet. Section 3306Cg) and Section 3304(h) Stairways from upper levels which extend below the level from which eqress from the building is provided, shall have an approved barrier to preclude exiting into such lower levels. 19 196. Vertical distances between stairway landings are limited to 12 feet. Section 3306(1) All interior stairways, ramps and escalators shall be enclosed. An enclosure is not required if serving only one adjacent floor and not connected to stairs or corridors serving other floors. Not required for R-3 or R-l stairs within a dwelling unit. Section 3309(a} Stairway riser must be 4 inches minimum and 7-1/2 inches maximum and minimum run shall be 10 inches except in winding, circular or spiral stairways. Section 33061O Winding stairways are permitted only when serving R-3 or a single unit in R-l. Section 3306(d) 19(8.provide details of winding stairwayi a. Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from the side of the stairway. Maximum rise is 9 inches.b. Minimum width is 30 inches. Section 3306(d) 2rf4. Spiral stairways are permitted only when serving R-3 or a single unit in R-l. Section 3306(1) Provide spiral stairway details: a. Minimum run is 7-1/2 inches at point from where the tread is the narrowest. b. Maximum rise is 9-1/2 inches. c. Minimum headroom is 6 feet 6 inches. Section 3306(f) Spiral stairways may not be used for required exits when the area served is greater than 400 sq.ft. Section 3306U) Spiral stairways must have a clear walking space of 26 inches betweenthe column and handrail. Section 3306(f) Provide ICBO 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) 4 B and Section 306(f) Stairways should be enclosed as specified in Section 3309i a. Two-hour fire-resistive walls are required in buildings of Type I and II-F.R. Construction, and in all buildings over four stories, and one-hour elsewhere. b. Only exit doors are allowed to open into exit enclosures. c. Doors should be labeled one an one-half-hours or one-hour fire assemblies. f. Exit enclosure* should include a corridor on the ground floor extending to the exterior. Fire-resistive construction should be as required for the exit enclosure, including protected openings. Only exit doors are permitted to open into the corridor. An approved barrier is required at the ground floor to prevent people from accidentally con- tinuing to the lower level. Usable space is not allowed under the stairs. Occupied floors more than 75 feet above the highest grade should have all exits from the building in smoke- proof enclosures'. Section 3310(b) 206. *n buildings four or more stories, / one stairway must extend to the roof. Section 3306(o). It must be in a smokeproof enclosure in buildings over 75 feet in height . Section 3306(o) 207A Handrails are required on eachside of *-— stairways. Stairways required~t'o"be more than 88 inches wide shall have intermed- iate handrails. Stairways not over 44 inches wide or stairways serving one dwelling unit may have one handrail if not open on both sides. Private stair- ways (1 tenant), 30 inches or less in height, may hnv« one handrail; private stairways, not over 3 risers, serving a single dwelling unit IR-3, R-l) need not have a handrail. Handrails shall be 30 inches to 34 inches above nosing of treads and b« continuous and, except for private stairways, at least one rail •haI.l__extend~6~ inchesIjeygnd top and bottom risers. All stairs shall terminate in a newel or safety post. Section 33Q6(jl (JOS/ The handgrip portion of all handrails ^—^ shall be not less than 1-1/4 inches nor more than 2 inches in cross-sectional dimension. Handrails projecting from walls shall have at least 1-1/2 inches between the wall and the handrail. Section 3306(j) 209. Every stairway landing shall have a dimen- / sion, measured in the direction of travel, at least equal to the stairway width. Section 3306{g) 2 i>b.Openings in the exterior wall below or within 10 feet horizontally of an exterior exit stairway in buildings over two stories shall be protected by a self-closing assembly having a three-fourths-hour rating, unless two separated exterior stairways serve an exterior exit balcony. Section 3306(1) CORRIDORS 214. 2*7. Corridors, and exterior exit balconies, serving 10 or more occupants must be minimum 44 inches wide and 7 feet high to the lowest projection. Corridors serving R-3 and individual R-l units may be 36 inches wide. Section 3305<b) When a corridor or exterior exit balcony is accessible to the handicapped, changes in elevation shall be made by means of a ramp. Section 3305(f) Corridors serving 10 or more occupants in R-l or 30 in other occupancies shall have walls and ceilings of one-hour construction except: a. Corridors greater than 30 feet wide when- the' occupants or areas served by the corridor have an exit independent from the. corridor. b. Exterior sides of exterior exit balconies. Section 3305(g> One-hour fire-rated corridors shall have door openings protected by tight-fitting smoke and draft control assemblies rated 20 minutes, except openings in interior walls of exterior exit balconies. Doors shall be maintained self-closing or be automatic-closing by action of a smoke detector per Section 4306(b), doors shall be gasketed to provide a smoke and draft seal where the door meets the stop on sides and top. Section 330S(h) Total area of all openings, except doors, in any portion of an interior corridor, shall not exceed 25 percent of the area ot the corridor wall of the room which it is separating from the corridor. Section 3305(h) Duct penetrations of fire-rated corridor walls and ceilings shall have fire dampers per Section 43Q6(j). 210. f Viewports in 20 Minute rated corridor doors cannot exceed 1 inch in diameter and must have 1/4 inch thick glass and metal holder that will not melt at 1700*F. Section 3305th) Provide a complete architectural section of the corridor, and exterior exit balcony, showing all fire-resistive materials and details of construction for all floors, walls, roof and all penetrations. Section 3305(g) Ceilings of combustible materials cannot be suspended below the one-hour corridor ceiling. Section 33Q5(g) Corridor walls may terminate at the ceiling only if the ceiling it an element of a one- hour fire-resistive floor or roof system. Section 3305(g) See attached details for approved methods of providing one-hour corridor construction. When two exits are required, dead end corridors and exit balconies are limited to 20 feet. Section 3305(e) Exterior exit balconies cannot be located in areas where protected op ings are re- quired. Section 3305(i) EXIT SIGNS Exit signs are required since the occupant load exceeds 50. Show all required exit sign locations.* Section 3314(a) Show that exits are lighted with at least one foot candle at floor level. Section 3313(a) Show that the power supply for exit illumination and exit signs is provided by two separate cir- cuits. (Occupant load exceeds 100) Section 3313(b)l Show separate sources of power for exit illumination and exit signs. (Occupant load exceeds 100) Section 3313(b)2 The exit sign locations as shown are not adequate. 25 236 2*7. isfe. B-t GENERALOCCUPANCY HEQUIREHEMTS Every apartment house three stories or more in height or containing More than 15 dwelling units and every hotel three or more stories in height or containing 20 or more guest rooms shall have an approved fire alarm system as specified in the Fire Code. Section 1202(a) (See exception) Draft stops above and in line with walla ('ff-Z. U.&C separating unita shall be installed in the attics, mansards, overhangs, false fronts and similar concealed areas. The draft stops shall be above and in line with walls separating tenant spaces from each other and from other uses. Section 2516(f) Every sleeping room below the fourth story shall have at least oneopenable window or exterior door for emergency escape or rescue. The clear opening'shall be at least 5.7 sq.ft., 24 inches high and 20 inches wide. The finish sill height shall not exceed 44 inches above the floor. One room must contain a minimum of 150 sq.ft. of superficial floor area. Section 1207(b) Habitable rooms, other than kitchens, shall contain at least 70 sq.ft. of floor area. Section 1207(b> Window area must be a least 1/10 of the floor area (minimum 10 sq.ft.) in Section 120Ma) Openable window area must be 1/20 of the floor area (minimum 1-1/2 sq.ft.) in bath- rooms, laundry rooms and similar rooms. Section 120S(a) One-half of all required window area must be openable in . Ho habitable room, other than a kitchen shall be less than 7 feet in any dimension. Section 1207(c) 26, Show a 7 foot - 6 inch minimum ceiling height for habitable rooms other than the kitchens. Section U07(a) Show a 7 foot minimum ceiling height for the kitchens, halls, corridors, laundry rooms and bathrooms. Section 1207(a) Provide 30 inches clear width in water closet compartments and 24 inches clearance in front of the water closet. Section 511(a) Provide smoke detectors which will sound an alarm when actuated. Detectors must be permanently wired in new construction but may be battery operated in existing construction. Section 1210 Show location of fire extinguishers. Title 25 CAC 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 Glazing in shower and tub enclosures (including windows) shall be tempered, laminated or approved plastic. Section 1711U)(g) 2/9. 2/0. ROOF Class A or & 610+ C.} Pire-retardant roof cover is required for R-l occupancies which are more than two stories, or have more than 3,000 sq.ft. of projected roof area,, or where less than ifl feet from the extremity of the roof to a property line or an assumed property line. Section 3202(b) and 3203(e) A Class A e»c__& fire-retardant roof covering is required. Specify roof pitch. Roof pitch is not adequate for roof covering specified. Specify minimum pitch of 29* Provide skylight details to show compliance with Sections 3401 and $207 or provide ICBO approval number. Provide plastic roof panel details to show compliance with Section 5206 or provid* ICBO approval number. Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attic area if at least 50 percent of the required vent is a least 3 feet above eave or cornice vents. Section 3205(c) Provide a minimum 22" x 30" (or 30" x 30" if equipment is in attic) attic access opening. Section 3205(c) • FIRE EXTINGUISHING Fire sprinklers are required on any story or basement when the floor area exceeds 1,500 sq.ft. and there is not provided at least 20 sq.ft. of opening entirely above the adjoining ground in each SO lineal feet or fraction thereof of exterior wall on at least one side, or when openings are provided on only one side and the opposite side is more than 75 feet away. Section 3802 (b) Fire sprinklers are required in a basement if any portion of a basement is more than 75 feet from openings in an exterior wall. Section 3802 (b) Fire sprinklers are required at the top of rubbish and linen chutes and in their terminal rooms. Chutes extending through three or more floors shall have additional sprinkler heads installed within such chutes at alternate floors. Sprinkler heads shall be accessible for servicing. Section 3802(b) Provide fire sprinklers Specify roof material and application. Specify ICBO approval number for roof materials not covered in UBC. Specify roof slope for drainage or design to support accumulated water. Section 3207(a) Show roof drains and overflows. Size drains per Appendix D of UPC. Section 3207(a) COL'^ When serving more than 100 sprinkler heads, automatic sprinkler systems shall be supervised by an approved central, proprietary or remote, station service, or shall be provided with a local alarm which will give an audible signal at a constantly attended location. R-l occupancies over three stories shall have standpipes as required by Table 38-A. A first story as allowed by Section 702 shall be induced in determining the number of stories when determining if standpipes are required. Section 3806 -An £/ * A 321- 3*2. 32/3. 3*4, 3*5. 326, 367. Show atandpipe class and outlet locations on the plans. Section 3806 Specify that hoses are required with the standpipes. HANDICAPPED ACCESSIBILITY APARTMENT5/CONDOS (Not Public Funded Housing) Provide a note on the Title Sheet of the plans indicating if this project is or is not "Public Funded Housing". Public funded housing shall comply with Title 24, Chapter 12 requirements. "Publicly funded" shall not include loans, grants, guarantees, or other financial assistance provided by a public agency to finance construction, rehabilitation or purchase of privately owned housing. Title 24, 2-417(1). For public funded housing see the enclosed Title 24 check list when applicable. Buildings containing more than 20 dwelling units or 20 guestrooms shall be accessible to the physically handicapped by a level entry, ramp, or elevator. Section 1213 UBC The number of dwelling units or guestrooms accessible to the handicapped shall be not less than: 21-99 - one unit 100 and over - one plus one for each additional 100 units or fraction there of. Section 1213 More than one building on a site shall be considered one building for determining the number of accessible units required. Section 1213 Habitable rooms, bathrooms, toilet compartments, halls and utility rooms in handicap units are required to be accessible by level floors, ramps or elevators and doorways to such rooms shall have a clear unobstructed width of not less than 32 inches. Section 1213 Handicap onit toilet rooms shall have a clear space of not less than 44 inches on each side of the door. Section 511 Handicap unit toilet rooms shall have a 42 inch wide by 48 inch long clear space in front of the water closet. The door shall not encroach into this space. Section 511 Common use laundrys, recreation rooms, facilities, rental offices and any common use restrooms shall be accessible to the handicapped unless it is clearly shown they are exclusively for the use of the tenants. (State Architects Interpretations) 3*. HANDICAPPED ACCESSIBULTYt HOTELS, HOTELS AND DORMITORIES TITLE 34, PART 2 The number of handicap access guestrooms shall be at least one for each 25 or fraction thereof up to 100 and one addition Cor each 40 or fraction thereof over 100. Section 2-1213 Every entry, opening or passage door opening into any area on accessible levels (not just handicap accessible guestrooms) shall have a minimum clear and unobstructed opening of 32 inches with the door open 90*. Section 2-1213 All public and common rooms and areas shall be handicap accessible. Section 2-1213 Recreation facilities shall be accessible. Swimming pool decks shall be accessible and an assistive device shall be provided to assist handicapped persons in gaining entry into the pool. Section 2-1213 When accommodations are provided with kitchen units at least one and no less than one for every 25 of such accommodations shall comply with Section 2-1213(b). All bathroom entrance doorways in all units on accessible floors shall have a clear opening width of 32 inches and shall be either sliding doors or shall be hung to swing in the direction of egress from the bathroom. Section 2-1213(d) Handicap access unit bathroom doors shall have an 18 inch clear space to the side of the strike edge on the swing side of the door. Section 2-1213(d) Shower compartments shall conform to the provisions of Section 2-17111j). Section 2-1213(d) In handicap access units there shall be a minimum clear space 48 inches parallel by 30 inches perpendicular to the side of bathtubs. Space may include maneurverable space under a lavatory. In handicap access units the water closet shall conform to the provision of Section 5-1502 except for the height requirement. Section 2-1213(d) In handicap accessible unit bathrooms, grab bars, lavatories and accessories shall conform to the provisions of subsection 2-1711(b)(i). Entrance doors to all units shall have lever type hardware, or when the unlatching operation is key operated, large bow keys shall be provided per Section 2-3303(c}3. See the enclosed general handicap check list for other requirements. IMgRCY CONSERVATION; PLEASE READ N*w State Mandated Regulations (California Ad- ministration Cod«) became affective June 16, 1983 and requires that the design satisfy one of th* alternative energy packages A, B. C, 0, E, 1, 2, 3, 4, 5, 6 or AB 163. The law also requires that many mandatory conservation item be satisfied. is in Zone . Copies of the Residential Energy Conservation Manual may be obtained from: publications Unit. California Energy Commission 111 Howe Avenue, MS-50, Sacramento, California 95025, (Tel. (916} 920-6216). California Building Officials also maintain a telephone •hotline" between 10:00 A.M. and Noon and 1:00 P.M. to 4:00 P.M. at (916) 456-3823. 370. Show on the title sheet of the plans, the alternative energy package that was selected i.e. A, B, C, D, E, 1. 2, 3, 4, 5, 6 or AB 163 to show compliance, and provide calculations and other data, appropriate to that selected package. 371. The responsible designer should sign a statement, on the plan title sheet. The design submitted substantially conforms to the Energy Regulations for Residential Buildings." 372. Show the "R" value for the walls, floors, ceiling and related areas. 373. Provide a schedule on the plans showing thermal mass requirement. Specify rooms, materials, required area and thickness of materials. 374. Show double glazing as per Energy Design, on Glazing schedule. 375. Show total glazing areas on the plans. 376. Show on the plan how shading requirements will be satisfied. 377. Show on the plans details of required movable insulation. Show how the cur- tains or device will be sealed and * gasketed to provide a dead air space. 37» 379. 380. 381. The plans are not in compliance with the energy conservation compliance package selected or design calculations provided. Show on plans conforraance as follows: Specify on the Building Plans all of the mandatory energy conservation requirements as listed on the enclosure titled, "Ma nda - tor y_ Energy Con s e r v a t i o n R equ i r em e n t s * ^~ ~" Show the size, type and location of the space heating (or cooling) system and provide energy calculations if the out- put BTU/Hr. exceeds 45,000 BTU/Hr. out- put. Outdoor pools and spas with fossil fuel heaters require pool covers as well as other energy saving devices such as tine clocks, etc. T20-1406. FOUNDATION Provide a copy of the project soil report prepared by a California licensed Civil Engineer. The report shall include foundation design recommendations based on the engineers findings and shall comply with UBC Section 2905. ' Specify on the foundation plan or structural specifications sheet the soil classification, the soil expansion index and the design bearing capacity of the foundation. Provide a letter from the soils engineer. confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommen- dations in the soil report are properly incorpor- ated into the plans. (When -required by the soil report) The foundation plan does not comply with the following soil report recommendationts! for this project; _ _ i_ ti. tl<£.p=>rT -& J,, 3/4. Frowide notes on the foundation plan " ' listing the soils report recommendations for foundation slab and building pad preparation. Mpte on the foundation plan that i "Prior to the contractor requesting • Building Department foundation inspection, the •oils engineer shall advise the Building Official in writing thati a. the building pad was prepared in accordance with the soils report; b. the utility trenches have been properly backfilled and compacted, and; C. the foundation excavations, forming • and reinforcement comply with the soils report and approved plan". Provide spread footings for concentrated loads designed for 1,000 psf soil bear- ing or per bearing value as determined by an engineer or architect. Chapter 29 Show height of all foundation walls. Chapter 23 Show height of retained earth on all foundation walls. Chapter 23 Show distance from foundation to edge of cut or fill slopes and show slope and heights of cuts and fills. Chapter 29 Dote on the plans that wood shall be 6 inches above finish grade. Section 25U<c)7 Note on plans that surface water will drain away from building and show drain- age pattern and key elevations. Section 2905U) 401. Distension foundations per Table 29-A. 1,1. 00. NUMMOFluonswwoiRiaSTTWtKMNOHnOM* 1 2 3 TMCttNCUO*KUKMHON «*LL("""••I COMCfllTE 6 S 10 UMTUASOMtr « 1 10 WWTMO*TOOTM(taa«| 12 13 II TOCKMRSof mamafMMJ 6. 7 I otrrnutia*UMMSTumeaanouMOSUNMCI IMw) 12 II 24 Net* on th*j plan that held down anchor* must IM tied in place prior to founda- tion inspection. Show adequate footings under all bearing, wall* and shear walla. Section 2107<d) Show stepped footings Cor slope* steeper Own ItlO. Section 2907(c) Show minimum 18 inch clearance from grade 'to bottom of floor joists and minimum 12 inch clearance to bottom of girders. Section 251«(c)2 Show pier size, spacing and depth into undisturbed soil. Table 29-A Show minimum under floor access of IS inches by 24 inches. Section 2S16(c)2 Show minimum under floor ventilation equal to 1 sq.ft. for each ISO sq.ft. of under floor area. Openings shall be. as close to corners as practicable and shall provide cross ventilation on at least two approximately opposite sides. Section 2516(06 Specify that posts embedded in concrete •hall be pressure treated per UBC Standard Ho. 25*12. Section 251«(c)l Show foundation sills to b« pressure treated, or equal. Section 2Sl6(c)3 Show foundation bolt size and spacing. Section 2907U). Specify size, ICBO number and manufac- turer of power driven pins. Show edge and end distance and spacing. Section 306(f) Show size, embedment and location of hold down anchors on foundation plan. Section 2303(b)4 S MECHANICAL All heating,ventilating, and coaling systems and appliances shall comply with the Uniform Mechanical Code. Show the size, location and type of all heating and cooling appliances or systems. Show source of combustion air for furnace will comply with Chapter 6, U.M.C. Every dwelling unit shall be provided with heating facilities capable of maintaining a room temperature of 70" F. at 3 feet above the floor in all habitable rooms. Show basis for compliance. UBC Sec. 1211 Show minimum 30" deep unobstructed work- ing apace in front of furnace. Ble{fl.&, Untf^ Note on plans, clearances to be per man- ufacturers listing. Sec. 704 UMC Furnace shall not be installed under any stairway. Sec. 704 UMC Furnace shall not be installed in any bedroom, bathroom, closet, or in confined space with access only through such room, unless specified as direct vent appliance, enclosed furnace or electric heating appliance. Sec. 704 UMC Show ICBO approval for prefab fireplace and provide approved installation in- structions at job site. Show access to the attic or under floor furnace to be minimum 30 inches by 30 inches. Sec. 708 fc 709 UMC Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide. Sec 70S UMC Show permanent electrical outlet and lighting fixture controlled by a switch for the attic furnace. Sec. 708 UMC Show details to comply with Section 709 for furnace under the floor. Section 708 for attic furnace, or Section 710 for roof or outside furnace. Note on plan, gas vents and non-combust- ible piping passing through three floors or less shall be effectively draft stopped at each floor or ceiling. UBC Sec. 1706(a)6 ELECTRICAL All wiring shall comply with the National Electrical Code. [420y Note on the plan the amperage of elec- trical service. Show the location of the electrical (service equipment as approved by the serving utility company). Dimension any cabinet encroachments into aide yards. Show all panel and subpanel locations. Provide a single line diagram and load calculations including: a. Wiring method employed. b. Sizes of all conductors, switches, circuit breakers, fuses, and conduits. c. Approximate length of service feeders. Show location of all electrical recep- tacles. Electrical receptacle locations and/or spacing is not adequate in Show minimum dwelling lighting (NEC Art. 210-26U) and GFI's in garage, baths and outdoors. NEC Art. 210-8(a). Note "UFER" ground to be provided (NEC). Art. 250-81 PLUMBING All plumbing shall comply with the Uniform Plumbing Code. Show the utility approved location of the gas meter(s) on the site plan. Show water heater size, type and location on plans. Show method of providing combustion air to fuel burning water heater. Sec. 1307 Fuel combustion water heater shall not be installed in bath or bedroom or in a closet opening into bath or bedroom. Sec. 1309 43 433. Provide adequate barrier to protect water heater from vehicle damage. Sec. 1310 Show T and P valve on water heater and show route of discharge line to exterior Sec. 1007{e) Provide dryer vent to outside. UMC Sec. 1903 Note on the plan that hose bibbs and lawn sprinkler systems shall have approved ba clef law prevention devices. Sec. 1003 Shower stall shall accommodate 30" circle and have a minimum floor area of 900 sq. in. UPC 909(d) bmg £>r -Fu+uft* Solar9 0. Provide. Compi^-h- c The following notes specifying mandatory requ irements should be Incorporated on plans sheets, or contained within Job specification documents. HjUDATQRT ESEJCY jOHSERVATrOM REQUIREMENTS OF THE STATE OF C*lIFORSlA (11 All heating, ventilating air condlt onlng and water heating equipment shall meet .11 of the requ Lre.eats of the Ap pllance Efficiency Standards and shall be certified to the California on . Us second stage, shall be required for heat .(3) Thermostats shall b« equipped with an automatic which the building occupant can program to automatically set back the thermostat. Set points for at least 2 periods within 2* hours. M) Equipment which requires preventive maintenance to maintain efficient operation shall b, furnished with complete necessary maintenance Information. ». „,« ra« fWn-urnaces as-fired fan typem . ». „,« ra« fWn-(5) All gas-fired fan type central furnaces, gas-fired fan type wall furnaces, and cooking appliances shaU be equipped with an interolttent ignition device. _,,„,, K. n-rt(6) All fan systems exhausting air to the outside shall be pro- vided with backdraft dampers. (7) All transverse duct, plenum, and fitting JjJ"" ahf" nJ ... 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 UHC, 1976 Edition. (8) A vapor barrier Is required in climate zone 1, 14, «d 16. (9) All manufactured windows and sliding «J»" «"« f ^ c""l-the 1972 ANSI air infiltration standards and shall DC certi fled and labeled. j...-..^ .-.**(10) All swinging doors and windows leading to unconditioned areas shall be fully weather-stripped.- . ,.„„<,. fnr. (11) Storage type water heaters and storage and backup *a"ks for solar systems shall be externally wrapped with R-12 insulation (12) ?he8?!veef"eet of pipe closest to the water heater . If outside conditioned space, shall be insulated with a *^»»* ^la^n* Steam and steam condensation return piping and "Circulating hot water piping outside the building envelope shall be insulated in accordance with 120-1*06 d). ..... wltcnen, ,nd (13) La.ps used In luminaries for general "8j"»« J" « ll« ns bathrooms shall have an efficacy of not less than 25 lumens (U) Showe'rhe'Ids and faucets shall be equipped with flow jejtrictor. as outlined in the appliance efficiency standards and shall be certified to the Energy Commission. U,M, ,hail (15) Masonry and factory-built fireplaces on exterior «"*• »ha" be equipped with tight fitting eloseabie «t.l or «Ja» doors covering the entire opening of the Mrebox; a com bustlon air intatce equipped with a readily accessible . jp.r.ole, •«« tight fitting damper to draw air from the ««""* «J *J« building; and a tight fitting flue damper with a readily (16) ^"auon "eT^ll comply with California 0-{Uy JJ»d.r-. (17) The insulation Installer shall post a sl«ned certificate.... Section 276.(16) Tor Infiltration control all openings and penetrations .use be caulked .nd sealed, such as around wlndo-s. at sole plates, and openings for utility pipes and wires. FORM ECHll/8* Carlsbad 85-40 February 7, 1985 ADDITIONAL CORRECTIONS 1. To comply with soils report #2, the wall-to-footing dowels at 2/7 should be omitted. 2. To prevent the nails at the A34 anchor of detail 2/7 from being subject to withdrawal {the nails in the joist), it is suggested that the anchors be turned 90 degrees and nailed to blocking (typically extending out 3 bays from the wall). The spacing of the anchors should be as specified in the calculations 3. Please clarify why detail 3/9 is referenced on'sheet 11 and why this detail is not voided. Area separation walls are not required (nor shown) for this project. 4. At detail 2/9, clarify what will be used at bathrooms, kitchens, etc. where carpet won't be used. 5. Show on sheet 10 the post that occurs below the 6x14 flush beam (from sheet 11 by the wet bar). Review this sheet and sheet 18 to ensure that posts are carried down from framing above. 6. Call out column caps for all posts. 7. Provide calculations and shop drawings for the pre- fabricated trusses. 8. The note on sheet 12 calling for clipped trusses (D-l/12) should be considered in the truss design (plate size and location). 9. Call out the nails or lag bolts that attach the corbel to the studs at D3/12 to support the window pop-out (and induced moment). 10. The U26 joist hanger specified at D-l/12 appears inadequate to support the truss reaction. 11. Call out stringer sizes and show supports for the interior stairs. 12. Show that door 10 on sheet 15 will comply with Sections 3303 (c) and (e). Carlsbad 85-40 February 7, 1985 13. Please clarify the meaning of the symbol "E", enclosed in a triangle, which is shown at doors G and H on sheet 16. 14. Show a post below the triple joists on line B on sheet 19 at the intersection with line 1. Provide an adequate footing below the post (total reaction = approx. 11 kips). 15. To better transfer lateral loads at the offset in the roof diaphragm, it is suggested that the plywood be edge nailed to the blocks over the wall and over the beam at detail D2/21. Additionally, A34 anchors should be shown connecting the blocks to the wall/ beam below. 16. Provide detail D-1A/21 as referenced at D-l/21. NOTE: The following corrections refer to page numbers used in the calculations. 17. Provide a note on the framing plans clearly showing that the exterior beam designed on page 3 will have a maximum 5-1/2 inch split on the wide face (to be verified by inspection staff). 18. To the beam at the living room (21-1/2 foot span, 4 unit) on page 5, add to "w" the weight of the wall above. 19. The allowable bending stress used for the center wall beam (bottom of page 6) must be multiplied by 90% per Section 2504 (c) 4i (since loading is permanent, i.e. no live load). 20. To the garage door header on page 9, add a "P" load from the 6 x 14 flush beam (page 11 of the plans at the bay window). Reaction =6.3 kips. Carlsbad 85-40 February 7, 1985 21. Section 18.04.060 of the Carlsbad Municipal Code amends Section 2301 of the UBC, so as to state that Carlsbad is in Seismic Zone 4. Additionally, for the shear wall system shown, the "K" value to be used in equation 12-1 of Section 2312 (d) should equal 1.33 (not 1.0 as used on page 13). Refer to Table 23-1 (box system). Because of these two items, the lateral analysis calculations were not reviewed. It is anticiapted that the base shear will increase by over 75% when corrected as outlined above. Check wind loading also. 22. Once the lateral analysis calculations are modified as outlined in correction 21 above, review the plans to ensure that the lengths of shear walls are shown as assumed in the calculations. If stucco or dry- wall shear walls are used, show compliance with footnote 2, in Table 47-1. 23. Show on the plans 16-inch spacing of vertical rebar as specified on page 20. 24. The actual post load (slightly) exceeds the allowable load for the two unit center beam on page 22. When minimum eccentricity is considered, P-delta effects might cause post capacity to be exceeded. It is suggested that the size be increased. NOTE: The following corrections refer to the revised plans and calculations submitted 2-1-85, pertaining to an addendum soil report. 25. Show on the plans the 16-inch vertical rebar spacing specified on page 21 of the revised calculations. 26. Revised calculation sheet 21 shows that f'm is greater than F'm (262/249). When axial loads are considered (fa = 21.7 P.S.I.), it appears that the wall is significantly overstressed. Carlsbad 85-40 February 7, 1985 27. Revise page 20 of the (unrevised) calculations so as to use a passive pressure of 300 P.C.F. and a friction coefficient of 0.24 (per the addendum soil report). 28. Check sliding of the bottom of the retaining wall on page 21 of the revised calculations. Use the factors given in correction 27 above. The addendum soil report seems to state that the slab at the footing should not be used in preventing sliding. 29. Show at all details on page 8 of the plans the footing depths and reinforcement (2-#4 bars top and bottom) per revised sheet A3. 30. Show on the foundation plans the "cross building footings" required by the soils report (plate 15). CARLSBAD POLICIES 31. Polybutylene or C.P.V.C. piping for hot or cold residential water is not approved. 32. Specify method of waterproofing basement walls. Such method must be approved in advance by the Carlsbad Building Department Policy 80.8. 33. Note that a 4 inch property line cleanout for the sewer system shall be installed in a grade level yard box. Policy 80-3 34. Where individual beam protection is required per Section 4303(b)6, Carlsbad policy permits heavy timber (or glue-laminated beams )that are fire-retardant treated or for the area to be sprinklered. Note that Section 2504(c)3 requires a stress reduction. 35. Condensate drains must connect to a wet trap as dry traps are not permitted. Carlsbad 85-40 February 7, 1985 MICROPAS COMPUTER COMPLIANCE 36. Revise internal gain as follows: a) Building A-use 145130 in lieu of 173982 - per micropas. Gain is based on 72S65/ unit for clusters. b) Building B - use 290260 in lieu of 347964 37. Compliance runs should be revised to include air con- ditioning with minimum 8.0 seasonal energy efficiency rating. This is required by California Energy Commission even if no air conditioning is to be installed (see attached from summer 1984 Edition of Energy Conservation Blueprint). 38. Explain why zero value is input for zone heat capacity. Micropas users manual states that this value is used to signify all lightweight objects such as furniture, sheetrock, etc. normally in homes - value is typically (floor area x 1.5) + 1000. 39. Provide substantiation for cool shading factor of glaz- ing (see page 4, Building - Computer Run) and show cur- tain type for 0.68 S.C. on plans, for all buildings. 40. Show R-19 insulation between living space and garage as per computer run on cross sections for all buildings. 41. Use framing factors in calculating component U - values, form #3's provided do not include this factor. 42. Indicate on plans that minimum FAU efficiency is 78.5% per computer run. If you have any questions, please contact Kurt Culver at (619) 560-1468. Thank you. lined mass are considered part of the .exterior mass surfaces. Use six inches ot the appropriate soil tor mass element- Q. How are walls below grade treated by the point system.' A. Walls below grade should be considered the same as a slab for the purpose of the point system. Insulation 16" below grade would be credited as part of the slab insulation points. Q. Do the movable insulation points give any credit for reduced solar gain and conduction during the cooling season? A. No. The table only reflects the benefits during the heating season. You may receive credit for reduced solar gain during the cooling season by selecting an appropriate shading coefficient for the windows that are insulated. The point system provides no method for receiving credit for reduced conduction during the cooling season as a result of movable insulation. Q. What do I have to do to take the point credit for a "tight" house in Table 3-13? A. The requirements are defined under Section 13 on Infiltration Control. You must install a continuous polyethelene sheet over the inside face of all walls and provide gaskets on all electric outlets and switch boxes on the exterior and interior walls. The Mandatory Measures of Section 1 of the ECM must also be satisfied. Note that performance approaches (points or computer) do not require mechanical ventilation in tight buildings. However, to get credit for a tight building, mechanical ventilation must be installed. It is also possible to use equivalent materials in lieu of the continuous polyethelene sheet. Q. Is there a maximum limit to the allowable slab thickness taken for the point system? A. The only limits are the boundaries of the tables; however, mass performance per inch of thickness diminishes as thickness increases over two inches. Q. The Point System assigns negative credit for having R-l I insulation in the walls as allowed in Package A with no apparent means of gaining positive offsetting credits. A. The point system zero-point display is based on Package B. Positive credit is obtained by using the thermal mass measures. Q. The overhang points (Table 3-11) assume that the south window already has an optimum overhang or a sunscreen with a shading coefficient of 0.36. How is full credit obtained for an overhang when clear glass and nor shading screen is used? A. You may not obtain credit at the present time. 10 Computer Compliance Q, Can the results of CALPAS analysis be used to meet the equipment siiing requirement of Section 2-5352(g)(2)? A. No. the weather tapes used for energy analysis do not contain the appropriate design conditions required by both the CEC and the UBC. If they did, an additional computer run would be required. CALPAS analysis for compliance with the budgets requires that the heating set-point be 65 degrees F and the cooling set-point 80 degrees F. For siiing equipment, set-points must be 70 or 78 degrees F, respectively. The computer programs may be modified at a later date to include this calculation, and may be certified by CEC for such use. Q. Since the cooling load is always considered in calculation procedures (point system and advanced compliance method), is it necessary to submit peak cooling load calculations? A. No. If no air conditioner is shown on the plans and will not be installed, then no peak cooling load or cooling equipment siiing calculation is required. However, it is necessary to compute the energy design budget for cooling even if the building plans do not indicate that ^ir conditioning will be installed. This is not to be confused with the cooling equipment or cooling load sizing calculation. Q. Who is responsible for certifying computer programs or other methods of compliance with the standards? A. The California Energy Commission is responsible. It is in the process of developing the final procedure. The procedure will involve testing a set of sample buildings with a range of design features. Certification would be granted if good agreement between the results of the analysis and the standard calculation procedure is demonstrated. Q. What documentation/certification is needed to show computer performance path compliance with the New Residential Building Standards? Also, what will building departments need to have on file? A. Forms #t and #2 along with a Computer Run Summary will provide adequate documentation. However, if the computer mimics for Form #2 adequately, there is no need for the Form #2. Also, if the assembly differs from figures in the Manual, then Form #3 should be used to show U-values. Q. Table 10—Framing Factors lists "R" values, yet the computer method and point system require U-values. What value should be used? A. Use the new form 2 and the new Form 3 in conjunction with the framing factor table by showing a typical assembly of wall or roof as described in Chapter 2 of the Manual.O I California Energy Comission Charles R. Imbrecht Chairman Arturo Gandara Vice Chairman Commissioners Geoffrey D. Commons Barbara V. Crowley Russell L. Schweickart Randall M. Ward Executive Director Margaret Fjeldsted Editor Contributing Editors Bill Pennington Valerie Hall Jean Crowder Director, Office of Public Information SUMMER, 1984 ISSUE NO. 1 Office of Public Information 1516 Ninth Street Sacramento, California 95814 (916) 324-3298 OJ (t Jurisdiction La r Prepared byt KiirT (.VALUATION AND PLAN CHECK FEE Q Bldg. Dept. B Esgil PLAN CHECK NO. BUILDING ADDRESS _ APPLICANT/CONTACT . BUILDING OCCUPANCY TYPE OF CONSTRUCTION "T7>/t/ IA)&« /Car nag U)A* f&lda. Peters PHONfe NO. DESIGNER PHONE CONTRACTOR PHONE BUILDING PORTION C^Lt)*" \ 1 r r\C» f^o,r<a.^€. TV ODe.c-^ - - Air Conditioning Commercial Residential Res. or. Comm, Fire Sprinklers Total Value BUILDING AREA - zn^fr ^OS5 ^-2^ VALUATION MULTIPLIER 53. Co • {(o.oo & .GC> 'e @ - . @ VALUE ^?r?i. ^^W 3<^? ^5^? M, ISMJ : ^?3^.SIO Fee Adjusted To Reflect D Energy Regulations (Fee x 1.1) Q Handicapped Regulations (Fee x 1.065) Building Permit Fee $ ._ , $ Plan Check Fee $ $ C 0 M ME NTS: 8/4/82 Date Jurisdiction Prepared byt -TSu-TT* C ^i li VALUATION AND PLAN CHECK FEE Bldg. Dept. Esgil PLAN CHECK NO. #5- BUILDING ADDRESS _£ APPLICANT/CONTACT , BUILDING OCCUPANCY £-/ //H- annao.J, PHONE NO. 75&- DESIGNER PHONE 7^3- TYPE OF CONSTRUCTION CONTRACTOR PHONE BUILDING PORTION U Y\\'4"_<, C^CLra a &. t>e^ - Air Conditioning Commercial Residential Res. or. Comm. Fire Sprinklers Total Value BUILDING AREA ' foiqq ^^(70 &75 VALUATION MULTIPLIER M3.<D£> I6a. OCO e>.oo 'e @ . . e VALUE ^?^7^~) ^5^ M7 •S.^o 6,974,y ^1^. »^V Fee Adjusted To Reflect Building Permit Fee $ Plan Check Fee $ D Energy Regulations (Fee x 1.1) O Handicapped Regulations (Fee x 1.065) COM MENTS: 8/4/82 Prepared byi Jurisdiction ( cLrlsJoo VALUATION AND PLAN CHECK FEE Bldg. Dept Esgil PLAN CHECK NO. S5-HO BUILDING ADDRESS 4l4-i' APPLICANT/CONTACT BUILDING OCCUPANCY £- /(an nag- feter^ a PHONE NO.?f TYPE OP CONSTRUCTION DESIGNER PHONE CONTRACTOR PHONE BUILDING PORTION • IJm-hs G>a-r4.«ie,cwti ' - f / Air Conditioning Commercial Residential Res. or. Conun. Fire Sprinklers Total Value BUILDING AREA - klSc? ^•^10 &-7<^ VALUATION MULTIPLIER H^?. OO \(a. n& &>*oo e § - . @ VALUE &<oO. ^c, ^ 4-7. 5^/0 0, 77<^y 3/V, g>.^«/ Fee Adjusted To Reflect D Energy Regulations (Fee x 1.1) QHandicapped Regulations (Fee x 1.065) Building Permit Fee $ . . $__ Plan Check Fee $ . $ COM NENTSI :r>Urt-fiVvJ -f- • = & loo, q ^ -fee ^ 8/4/82 PLAN CHECK NUMBER ADDRESS PLANNING:, TYPE OF STRUCTURE SCHOOL FEES: SAN DIEGUITO CARLSBAD % COVERAGE BUILDING HEIGHT_ FENCES/WALLS TWO CAR GARAGE, COMMENTS: REQUIRED SETBACKS FRONT SIDE REAR o V2 r LU *-« Qi =) G£ O'O U» REDEVELOPMENT APPROVAL REQUIRED:j\) LANDSCAPE PLAN COMMENTS ENVIRONMENTAL REQUIRED: \/\ ADDITIONAL COMMENTS: OK TO FINAL:OK TO ISSUR **"^*fc£'^fr'5^^^£frfr LEGAL DESCRIPTION VERIFIED? <J*iE5>' A.P.N. •K _ * f i * _»^ f r A.PARK IN LIEU ENGINEERIN IMPROVEMENTS: ^ I/ __U LATERAL: RAOING PERMIT: \ < DRAINAGE: ADDITIONAL COMMENTSEASEMENTS: OK TO ISSUE * ENGINEERING INSPECTION REQUIRED: PUBLIC WORKS INSPECTOR:_ FINAL OK:DATE: IF THIS ITEM TS NOT CHECKED, BUILDING DEPARTMENT WILL MAKE ALL INSPECTIONS (DRIVEWAYS, CURB CUT, DRAINAGE, ETC.) f ' PLAN CHECK NO Citp of Cartebab CORRECTIONS ON YOUR PLANS REQUIRED BY THE ENGINEERING AND PLANNING DEPTS ENGINEERING 1. Show how lot will drain. 2. Show cubic yards of dirt to be moved. ^_ 3. Show existing street improvements. ^#7^ COMMENTS: /Jjg^Z? 7D EDU ' s APPROVED:DATE PLANNING 1. Setback in COMMENTS: yard is incorrect. It should be SCHOOL FEES AND DISTRICT feet APPROVED:DATE 11200 ELM AVENUE CARLSBAD, CA 92008-1989 of CarisfaaU FIRE DEPARTMENT PAGE 1 OF icLcrnunc; j*B«)43WS23 ft f$W . PROJECT £b ^Wfco ARCHITECT ~P# U L. f Xj DWNPR OCCUPANCY V- / . PLAN CHECK REPORT £&*jl±G£ ADDRESS /fyxs*l&s4 APPROVED DISAPPROVED., PLAN CHECK* •^ £*r^' I -\ £<?LfO rf*y ADDRESS /53r -I ^u^trfV^pffoNE^^?0'*0 °2"' AHRRESS PHONE trfff—fevy CONST /A/ TOTAL SO. FT STORIES &*f£ ~2^ D SPRINKLERED D TENANT IMP. 1. 2. 3. 4. 5. V. 9. _ 10. X 11 12. 13. APPROVAL OF PUNS IS PREDICATED ON CONFORMING TO THE FOLLOWING CONDITIONS AND/OR MAKING THE FOLLOWING CORRECTIONS: PLANS, SPECIFICATIONS, AND PERMITS Provide one copy of: floor ptan(a); site plan; sheets Provide two site plans showing the location of all existing fire hydrants within 200 feet of the project. Provide specifications for the following: Permits are required for the Installation of all fire protection systems (sprinklers, stand pipes, dry chemical, halon, COa, alarms, hydrants). Plan must be approved by the fire department prior to Installation. The business owner shall complete a building Information letter and return It to the fire department. FIRE PROTECTION SYSTEMS AND EQUIPMENT The following fire protection systems are required: ^Automatic fire sprinklers (Design Criteria: D Dry Chemical, Halon, CO2 (Location: D Stand Pipes (Type: /t/ D Fire Alarm (Type/Location: .... Fire Extinguisher Requirements: / D One 2A rated ABC extinguisher for each if GOG extinguisher not to exceed 75 feet of travel. G An extinguisher with a minimum rating of p£ sq. ft. or portion thereof with a travel distance to the nearest . to be located: /*J D Other: 8. Additional fire hydrant(s) shall be provided EXITS Exit doors shall be openable from the Inside without the use of a key or any special knowledge or effort. A sign stating, " This door to remain unlocked during business hours" shall be placed above the main exit and doors __ _ . _ EXIT signs (6" x %" letters) shall be placed over all required exists and directional signs located as necessary to clearly indicate the location of exit doors. jt GENERAL Storage, dispensing or use of any flammable or combustible liquids, flammable liquids, flammable gases and hazardous chemicals shall BsmpftrwIthrOntluiiB ifflu OiwJia. /s Bullding(s) not approved for high piled combustible stock. Storage In closely packed piles shall not exceed 15 feet In height, 12 feet on pallets or in racks and 6 feet for tires, plastics and some flammable liquids. If high stock pil- ing Is to be done, comply with Uniform Fire Code, Article 81. )L U. Additional Requirements./A/ of IP. is A/D .15. Comply with, reoulatlons on attached srwetjs). Ran Examiner -^ *Dale. Report mailed to architect .Met with .Attach to Plans J2 / 4 - 7*7-. /.& f 3f - 5 **}** 9 - -r . 4*7 (P 97 f = 0. 9*6 - 77- r * /* 7; /*>. e * *.c~. us • <=• /, 5 -T- ^ s<* 7. 4- A = 97. . 7V * r -/ +?*#***'•** * .67 V 7/ ' x^ /? r '-•-1 \ -2 - /* ^yj-5" /<#?,?•-'1 -;I: ,- •• r.±—i!St±- \/ t-. 4- #40? ***?%* <* £*'***** GO* r-- js* Jfac/e . 5 ±n-rrTTrrrrrfTrrn mm \<\\t a fffo // r 0. 'Z <£ /*'***j '14-0 (£ <f •Tl / &**& 2: m X or 77^ /OQ V' it **• V '. r. (s '—> •O ' '/ IT- . s#s*'• .^-rsr - ***** •**'*' VJT/. "<p ^ C.^ *,.e Vx/« *<-» /-f X/>OV^iv* • \*7 T: */ J SV $-90 X JT o.C. '*. / ^^X5"' /•*# c. >x 7' . c f ML*/*> o.c X* * 4~ /$' ej. 3 ^ =/Ooo t J>.& e </ -y.«~" — ^ a,*., X Xjf/*_ f * - A^ " «• / v: - <? . 9 **" /<£' ^ e/S TO G* ' >*• ^ ?**/*** • y i / V.. -*h /^y. £*** '* ** * p. = *>**'"** * / - * . c j-r c r ff X f r/< *?. <£7 // >«^*«<*iJt s-fr ''* #6>*s* ^l.-jf /^ K. *<,.<= * 7 V ^ A * 5" * * 3**- * A 5V- Sir '-CV 7-0 A - > Campulrus Inc. GO*M>VT1M *V*Tltt* 1307 W. Sixth St No. 114 • Corona, California 91720 • Tel. (714) 734-1302 INTERACTION FOMULA:-W L~2 MF/S Fb PM LOAD DURATION INCREA! TOP CHORD BOTTOM CHORD 7X WEBS CONNECTORS:For Basic Design Values, See I.C.B.O. 4211 psi holding for Gross Contact Area ^,gy^/z JOINT NO.AREA(in )ALLOWABLE (#)ACTUAL(?) FILE DATE: REF: 2,5"^^* DES BYi T?<•£ -4h I <**^i 3 *- *V" *O U ? O rsic >i <*i O n Z O«-«fa 0 o c i 31 I - C *u o _t p 2a 3 * y 7 ^ ° ? S S R5 ? u. o Sg^g d^ M <M <N (N PJ (N -H -H -r> M -rl >4>>¥$>> r-J (V| IN IN 1H (-4 n *$\ o u-IwU-XCOcou,Oro« u,O w LLO COco u. 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C •o »c r** ' *— u. c cr •c i H o 7 a_ V> w.o ft- 0 M f it^ 3 t 99 Six- *"li ?f 51i £ **" * " * .- 3 NoEM-ONUG SAN DIEGUTTO SOILS, INC. 4407 MANCHESTER AVE., SUITE 101 ENCINITAS, CA 92024 (619) 753-8997 January 25, 1985 Banko, Peters & Associates SDS 7448 440 Loma Larga Drive Report #2 Solana Be&ch, California 92075 Subject: Amendment to Geotechnical Investigation for proposed Two Story Condominiums, Southwest Corner of the Intersection of Altisrna Way and Caringa Way, Carlsbad, California Gentlemen: " ' ' We hereby amend our original report No. 1, Page 9, the bottom paragraph, to read as follows: We are suggesting that the garage floor slabs for buildings "B* and "C" be reinforced floating slabs and that the perimeter masonry walls"be continuous with the masonry stem walls extending from tfo$ top ot the concrete footing up past the concrete garage floor slabs. The, masonry stem ^aLL aad floor slakfi &££ not to Jjfi connected structurally. If you should need any additional information, please feel free to call us at. your convenience. Respectfully Submitted, SAN DIEGUITO SOILS, INC. E. N. KetchUM, R. C. E. 26267 President cc: (4) Submitted SAN DEGUITO SOILS, INC. 4407 MANCHESTER AVE., SUITE 101 ENCINITAS, CA 92024 (619) 753-8997 June 6, 1985 Banko, Peters and Associates SDS 7448 404 Loma Larga Drive Report *2 Solana Beach, California 92075 REPORT OF FILL COMPACTION TESTING FOR PROPOSED TWO-STORY CONDOMINIUMS, ALTISMA WAY AND CARINGA WAY, CARLSBAD, CALIFORNIA Gentlemen: In accordance with your request, we have provided testing serv- ices in conjunction with the grading of the condominium project at the site located on the southwest corner of Altisma Way and Caringa Way, Carlsbad. REFERENCES 1. Geotechnical Investigation by San Dieguito Soils, Inc., dated January 4, 1985. 2. Final Report on Compacted Fill Ground by Benton Engineering, Inc., dated November 4, 1970. SCOPE OF WORK 1. Periodic observation of the grading operation. 2. Periodic observation of the general preparation of areas to receive fill. 3. Completing field density tests in the placed and com- pacted fills and/or cuts. 4. Performing laboratory tests on representative samples of the materials used for fill. SUMMARY OF GENERAL EARTHWORK AND TESTING Earthwork operations were done between May 7, 1985, and June 6, 1985* It is our opinion, based on observations and test results, that the work performed during that period was in general confor- mance with the San Diego County grading ordinance. SDS 7448 Page Two Fill was placed, compacted and tested as shown on the attached site plan. The grading operation essentially consisted of the preparation of the areas to receive fill, scarifying and compact- ing surfaces to receive fill, and making cuts and fills to design grades. As the site grading progressed, compaction procedures were ob- served and field density tests were made to evaluate the relative compaction of the fill in place. Field observations and field density test results indicate that the fills have been compacted to 90 percent or more of the maximum laboratory density, deter- mined in accordance with A.S.T.M. Test Methods D-1556-74 and D- 1557-78 Method A. For reference, the approximate location of field density tests and the limits of compacted fill have been recorded on the at- tached site plan. The results of field density tests, expressed as a percentage of the maximum laboratory density, are given on the attached forms. Laboratory tests to evaluate moisture-density relationships, max- imum dry density and optimum moisture content and swell charac- teristics were performed on representative samples of the materials used for fill. The results of the laboratory tests are attached. Foundations and Floor Slabs General; We recommend the use of conventional spread footings for these three building as outlined below: Building A a) All footings should be founded a minimum of 18 inches below adjacent finish grade. Footings should have a minimum width of 15 inches. b) Both exterior and interior continuous footings should be reinforced with one No. 4 bar positioned 3 inches above the bottom of the footings and one No. 4 bar positioned 1-1/2 inches clear below finish floor. SDS 7448 Page Three c) interior slabs in living areas to receive floor cover- ings should be not less than 3.5 inches thick, under- lain by a 4-inch blanket of clean sand. Slab rein- forcement should be provided in accordance with the an- ticipated use of and loading on the slabs. As a minimum, however, we recommend that slabs be reinforced with 6"x6n-#10/#10 gauge wire mesh or equivalent for control of shrinkage cracks. Building B and C a) All footings should be founded a minimum of 18 inches below the top of the interior garage floor slab or 18 inches below adjacent finish grade and be at least 15 inches in width. These footings should be reinforced with at least two #4 bars top and bottom. Buildings should be surrounded with at least a continuous footing. Building C should be constructed with two cross footings across the longitudinal axis of the structure. b) We recommend that the garage slabs for these two build- ings be not less than 3.5 inches in thickness and be reinforced with at least 6"x6"-*10/tlO welded wire mesh placed in the center of the slab. These slabs should be constructed as floating slabs and not tied into the perimeter. A sand underlayment is not necessary for these slabs. c) The footing for Building C adjacent to the slope should be founded such that the horizontal distance from the base of the footing to the face of the slope shall not be less than 5 feet. Footing Excavation Observation: Prior to the placing of concrete, the foundation excavations should be observed by a rep- resentative of this office to insure that the above recommenda- tions have been followed. SDS 7448 Page Pour Additional Fill and Utility Trenches This report discusses the fill placed under our observation and during the dates specified herein. We recommend that any addi- tional fill placed after these dates, as well as the backfill in utility trenches be compacted under the observation of this of- fice and tested to assure compliance with the earthwork specifications for this project and the San Diego County Grading Ordinance. This office should be contacted at least 24 hours prior to backfilling operations. Moisture Control Clayey soils should not be allowed to dry before placement of concrete thereon. They should be sprinkled if necessary to in- sure that the soils are kept in a moist to wet condition (2% to 3% above the optimum moisture content). Drainage We recommend that positive measures be taken to properly finish grade this lot after the residence and other improvements are in placed, so that drainage waters from the lot and adjacent properties are directed off the lot and away from building foundations, floor slabs, and top of slopes. Even with these provisions, experience has shown that a shallow or surface ground water condition can and may develop in areas where no such condi- tion existed prior to development; this is particularly true in developments where a substantial increase in surface water in- filtration results from landscape irrigation. LIMITATIONS The inspections of fill, foundation preparation, types of materials, and soil placement and compaction made during the period of our services on the subject site, were in accordance with local acceptable standards at this time. The conclusions or opinions drawn from the tests and site inspections apply to our work with respect to grading, and represent conditions at the date of our final inspection. We will accept no responsibility for any subsequent changes made to this site by others, or by uncontrolled action of water, or by failure of others to properly repair damage caused by uncon- trolled action of water. SDS 7448 Page Five If you should have any questions regarding this report, please do not hesitate to contact this office at your convenience. This opportunity to be of professional service to you is greatly appreciated. Sincerely, SAN DIEGUITO SOILS, INC. E. N. Ketchurn, R.C.E. 26267 President ENK/cj ALTISH* WAY T SLOPE Ts at Designates Test Location CONTACT LOCATION 0 10 SANTIAGO FORMATION FILL SAN DIEGUITO SOILS, INC. 4407 MANCHESTER AVE., SUITE 107 ENCINITAS. CA 92024 (619)7534907 SITE PLAN TS DATE 12/I1/&, JOt NO.7U8 PLATE CO CO-*sf CO H -J& CO E-t CO >H EH M COs;W W ££ &CO w> oM MEH H O^ O^ O^ CT* 00 O1* O^PU£O I—I PL, i—li—li—It—I i-H •—I i-H i—Ii-Hi—t •—I I—i t—t r-1 O S« CO EH M-l O K EH o O O O CT» O O O O O O O O O Q W i—I i—l i—f i—I r-Hf—I^Hi—ti-HrHr—Ii-Hi—I COz o I—* H ,—(,—(r—It—li-Hi-lr-li-Hr-tT—li—It—)i—li—I O SS£ o o o o mo . . . . .—I i—I t-H OI III O O CD Os= O H WCO OOOOCNCNOOi-HSfinOOOO EH W • • • - I I I I |H cs <r co in coCJCO W i-Hi-Hi—li-HEHHEHEHEH'—1 i-l •—I I—If—I cd td (d cd (d cdtdtdtdcd(d(dco iHrHiHrHi-C=terHrHiHiHrHi-lpH:rH fc PH PL, PL, 0- CuCwCtiPUCUPUPUOHMH4J 4-» JJ 4-1 J-> O4-)-P4J4-)4-IJ->J->4-> OOOOO OOOOOOOO r-liHi-trHrH WrHrHi-Hi-li-HrHiHiHPL, Cu PL, P-, PL, 0}OHPuCL,PuCMPHP-<PU 0) cococococowcocococococococo SM m« o^^ o X CO c w m £ W=> EH £ S=M O H U A-O , o CO H o EH U CO EH W -C EH oocooooococooooooooocooococo CO Ow zEH en Mr. Carter Darnellj Esgil Resident Engineer Mr. Cl'^e Wic-ham* Engineering Dec*.. City of Carls cc: Mr. Walter Brcv.'-.. Engineer Citv of Carlsoad uDject: Project No. CT-3427/CF- 2 osta, CA : EANKO CONDOS - Altisma Way ar,o Ca-i.-ga Wa-. la The o~?-oc=5 c- this let~=- is to ^jrnisn additional information tc be taken •-•" c^n=i^e"at;cn in the en;:-!eenng and ar-cr:te:tu;r-£l plan :hecks now in process -for the subject project, as -follows1. •1= ADDITION Qr FAGS 3A TG FLAN SS7 ; Pro-i^ss a surr^ ana Pecommendaticns* as o-1 3DS 7448, Peport **Z> bv Sa-n (Mr, E. N. Ketchunu President. F.C.E. 262c75. r-' a* the Soils Report Co-il^siors leguita Soils* Inc.* £-cinitas» CA, RSPGPT ttl> SAN DISQUITG SCILS, I^C.t SATED JANUAFY 25* 1935 : Provides a copv or Fsport #2 v/hich supplements ar,d clarifies Report **i already _in_y our possession^ -aving beer- submitted with the Grading Flan for outside plan check on J anuaf y"TiT 1 ? S 5 . j'S) PSVISE^- PAC-S 21 OF ENGINEERING SPECIFICATION'S : provides for minor revisions ir placement sf r-ein-fo^cir.g steel (resulting -fr-crr: final structural engineering revas- of the Soils Report as published by San Dieguito Soils, Inc.) Please contact P, 1. Peters on 755-;490 or S. uestions on the above information. J. Banko, Jr., or 431-5483 if tr-e-e are Ver-- trulv -/otir = EANKO. PETERS a. ASSOCIATES, 4040 Lama Larga, ce>- >-j»<<ur-Wr<7 x* *• -r. S6 4*dl*l Jt**0 .\\ of- IDG. NO. SAN MARCOS UNIFIED SCHOOL DISTRICT PROJECT SERVICE AVAILABILITY LETTER (Applicant fill in - print legibly) APPLICANT: /^ix^ /">-/ /.Phone No /&/7 ) 7,5 6 - 5 Address: /-T^V/^ f'/it-'fC- OWNER:Phone No. (*•'•/'/ ) Address :_^£. PROJECT DESCRIPTION Project Address/Location Project Project located on Assessor's Parcel No.(s): ( Attach legal description if necessary) Census Tract No. 2<'-C-~ a3 Assessor' s_ Parcel Numbers 3. i"|f 2. Project Type (check one or more) |>2 Minor Subdivision (TPM) r~J Major Subdivision (TO) Housing Type No. of D.U.'s No. of Bedrooms Single Family Multiple Family /Q_ jg*^ Mobilehome Units 1. Owner/applicant agrees to reconfirm this project with the issuing school district every 6 months unless such action is not required by the district. District Phone 619-744-4776 2. Owner/applicant understand that the certification for school service contained in this Project Service Availability Letter is no longer effective if the project is disapproved or if the con- ditional project approval (subdivision, permit, or other conditional use processes) expires. 3. The information I have provided is correct. APPLICANT'S SIGNATURE i^W>^C ^~ , /4' •£*<••£_ Date &-&,-'fx SAN MARCOS UNIFIED SCHOOL DISTRICT CERTIFICATION OF SCHOOL AVAILABILITY OR NON-AVAILABILITY Date: It) | Q[fi j DAY TO; City of Carlsbad FROM: school District San Marcos Unified Grades Served: K—12 1. j | School services and facilities are committed for this orojerl.. Services will be available concurrent with project need based on a secured agreement with the developer which has adequate financing and clear intent. The termination dato of the document is: ___. Sec attached copy. 2. JYb( The undersigned school district hereby certifies that it will be able to orovide adequate school services and facilities to the above described project concurrently with the need of such project. Owner/applicant has paid the required developer's fee. 3. [~ The undersigned school district hereby certifies that it will not be able to provide adequate school services and facilities to the above described project concurrently with the need of such project because DISTRICT REPRESENTATIVE'S SK21ATURE TITLE Date June 6, 1985 Phone 744-4776 WHITE-CIVIC ENTITY YELLOW-DISTRICT PINK-OWNER /APPLICANT