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HomeMy WebLinkAbout2706 EL RASTRO LN; ; CB901309; PermitBUILDING PERMIT 11/02/90 11:49 Permit No: CB901309 Project No: A9001452 Development No: Fl: Ste: 9.192 11/02/90 0001 01 02 Parcel No: 255-107-01-00 Valuation: 57,600 Construction Type: VN Occupancy Group: Description: 800 SF 2S Appl/OWnr Class Code: Status: ISSUED Applied: 08/13/90 Apr/Issue: 11/01/90 Validated By. DC 619 942-1402 OWNER *** CARLSBAD, CA 92009 DE GREGORIO, Fees Required Fees : Adjustments: Total Fees: Fee description Building Permit Plan Check Strong Motion Fee * BUILDING TOTAL Enter "Y" for Plum Enter "Y" for Elect Other * ELECTRICAL TOTAL ( Enter 'Y' for Mechanic Each Hood/Fireplace * MECHANICAL TOTAL OWNER 619 942-1402 cted & Credits *** 6. 50 .00 293.00 492.00 Ext fee Data 451.00 293.00 4.00 748.00 N 5.00 Y 10.00 REMODEL 15.00 15.00 Y 6.50 22. 00 INSP. CLEARA 1APPROVA ' CfTY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad CA 92009 (619) 438-1161 PERMIT APPLICATION City of Carlsbad Building Department 2075 Las Pal mas Dr., Carlsbad, CA 92009 (619) 438-nei 1; PERMIT TYPE_ | A - D COMMERCIAL QiJEW DTENANT IMPROVEMENT B - Q INDUSTRIAL QNEW DTEH*HT IMPROVEMENT c - RESIDENTIAL DEPARTMENT QCONDO QSINGLE FAMILY DUELLING OUDDITION/ALTERATION D DUPLEX DEMOLITION DISLOCATION Q MOBILE HOHE ^ELECTRICAL Q PLUMB ING BffECHANICAL pPOOL QSPA QRETAINING WALL C]S°LAR D°THER 2. PROJECT INFORMATION PLAN CHECK No. PLAN CK DEPdSIT. VALID. BY_ DATE 7354 08/13/900001 01 02 C-PRMT 293-00 FOR OFFICE USE ONLYAddress <Nearest Cross Streets LEGAL DESCRIPTION Lot NO.Subdivision H L_<*4T»i/Unit Ho Phase NoOA CHECK BELOW IF SUBMITTED: H2 Energy Cstcs D2 Structural Gates D2 Soils Report Addressed Envelope ASSESSOR'S PARCEL -"Q/EXISTING USE PROPOSED USE DESCRIPTION OF WORK BLDG. SO. FTG.# OF STORIES 3.CONTACT PERSON NAME STATE AOOBESS ZIP DAY TELEPHONE /4^ p- / V" 4. APPLICANT NAME CITY Q CONTACTOR D *GENT FOR CONTRACTOR ADDRESS G&BWNER STATE ZIP CODE QAGENT FOR OWNER DAY TELEPHONE 5. PROPERTY OWNER CITY 1 OWNER STATE ADDRESS ZIP CODE DLESSEE [^TENANT DAY TELEPHONE 6. CONTRACTORNAME CITY STATE ADDRESS ZIP CODE DAY TELEPHONE CITY BUSINESS L1C. # DATE CITY STATE ZIP CODE DAY TELEPHONE STATE LIC. * 7. WORKERS' COMPENSATION Workers1 Compensation Declaration: I hereby affirm that I have a certificate of consent to self-insure issued by the Director of Industrial Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. C). INSURANCE COMPANY POLICY NO.EXPIRATION DATE Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to>Wome subject^to the.Jbrkers' Compensation Laws of California. SIGNATURE ( 8. OWNER-BUILDER DECLARATION Owner-BuiTeter Declaration:I' hereby affirm that I am exempt from the Contractor's License Law for the following reason: Q I as owner of the property ormy employees with wages as their sole compensation, wilt do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon,, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-buiIder uill have the burden of proving that he did not build or improve for the purpose of sale.). Q I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec, 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractors) licensed pursuant to the Contractor's License Law). I am exempt under Section Business and Professions Code for this reason: (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption^ Any violajjon of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars t$500> SIGNATURE DATE COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? DYES DNO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? DYES DHC- IS the facility to be constructed within 1,000 feet of the outer boundary of a school site? DVES QNO IF AMY OF THE ANSWERS ME YES, A FINAL CERTIFICATE OF OCCUPANCY HAY NOT BE ISSUED AFTER JULY 1, 1W9 UNLESS THE APPLICANT IMS NET OK IS MEETING THE REQUIREMENTSOf THE OFFICE OF EMERGENCY SB!VICES AMD THE AIR POLLUTION CONTROt DISTRICT. 9. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097{i) Civil Code). LENDER'S NAME LENDER'S ADDRESS 10. APPLICANT'S SIGNATUREI "certify"that I have read the application and state that the above information is correct. I agree to comply with aTl City ordinances and State laws relating to building construction. 1 hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITT OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH HAY IN ANY WAT ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. Expiration. Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 1BO days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 303(d) Uniform Building Code). APPLICA L QTONTRACTRACTOR QBY PHONE APPROVED 8TS DAT*! ___ WHITE: File YELLOW: Applicant PINK: Finance PERMIT* CB901309 DESCRIPTION: 800 SF 2S CITY OF CARLSBAD INSPECTION REQUEST FOR 10/25/91 2706 EL RASTRO LN TYPE: RAD JOB ADDRESS: APPLICANT: DEGREGORIO, PAUL ~~ CONTRACTOR: OWNER: DE GREGORIO, PAUL REMARKS: MH/PAUL/942-1402 SPECIAL INSTRUCT: LATE AM IF POSSIBLE INSPECTOR AREA PY PLANCK* CB901309 OCC GRP CONSTR. TYPE VN FL: .STE: PHONE: 619 942-1402 PHONE: PHONE: 619 942-140; INSPECTOR TOTAL TIME: —RELATED PERMITS-PERMIT! TYPE CB910565 ELEC CD LVL DESCRIPTION 49 ME Final Mechanical STATUS ISSUED ACT COMMENTS ***** INSPECTION HISTORY ***** DATE 080791 061091 060691 031891 031891 031891 121990 121990 121990 112090 DESCRIPTION Final Combo Interior Lath/Drywall Insulation Frame/Steel/Bolting/Welding Exterior Lath/Drywall Rough Electric Frame/Steel/Bolting/Welding Shear Panels/HD's Roof/Reroof Ftg/Foundation/Piers ACT AP AP AP AP AP AP CO AP AP AP INSP PY PY PY PY PY PY PY PY PY PY COMMENTS ND GAS TEST SEE COMMENTS 3/18/91 SEE COMMENTS 12/19/90 ND STAIRS FOR FRAME PERMIT* CB901309 DESCRIPTION: 800 SF 2S CITY OF CARLSBAD INSPECTION REQUEST FOR 08/07/91 TYPE: RAD JOB ADDRESS: 2706 EL RASTRO APPLICANT: DEGREGORIO, PAUL CONTRACTOR: LN STR: 619 942 OWNER:DE GREGORIO, PAUL REMARKS: MH/PAUL/942-1402 SPECIAL INSTRUCT: PHONE PHONE: PHONE: 619 942-1402 INSPECTOR SPECTOR AREA PY PLANCK# CB901309 OCC GRP CONSTR. TYPE VN FL: STE: •1402 TOTAL TIME: —RELATED PERMITS—PERMIT# TYPE CB910565 ELEC CD 19 29 39 49 LVL DESCRIPTION ST Final Structural PL Final Plumbing EL Final Electrical ME Final Mechanical STATUS ISSUED ACT COMMENTS nf/U. ***** INSPECTION HISTORY ***** DATE DESCRIPTION ACT INSP 061091 Interior Lath/Drywall AP PY 060691 Insulation AP PY 031891 Frame/Steel/Bolting/Welding AP PY 031891 Exterior Lath/Drywall AP PY 031891 Rough Electric AP PY 121990 Frame/Steel/Bolting/Welding CO PY 121990 Shear Panels/HD's AP PY 121990 Roof/Reroof AP PY 112090 Ftg/Foundation/Piers AP PY COMMENTS ND GAS TEST SEE COMMENTS 3/18/91 SEE COMMENTS 12/19/90 ND STAIRS FOR FRAME Paul and Shelley DeGregorio 2706 El Rastro Lane Carlsbad, CA 92009 Permit # 90-1309 To Whom It May Concern: The Woodburning Stove planned for the room addition at 2706 El Rastro Lane will not be installed for Final Inspection. In order to comply with the City of Carlsbad Building Code an inspection of the approved Woodburning Stove upon installation will be done at a later date. Thank you Paul DeGregorio Tel. # 942-1402 DATE PERMIT * JOB ADDRESS UNSCHEDULED INSPECTION INSPECTOR PLANCK | L K TIME ARRIVE:TIME LEAVE: CD LVL DESCRIPTION ACT COMMENTS PERMIT* CB901309 DESCRIPTION: 800 SF 2S CITY OF CARLSBAD INSPECTION REQUEST FOR 12/19/90 TYPE: RAD JOB ADDRESS: 2706 EL RASTRO LN APPLICANT: DEGREGORIO, PAUL CONTRACTOR: OWNER: DE GREGORIO, PAUL REMARKS: MH/PAUL/942-1402 SPECIAL INSTRUCT: INSPECTOR AREA PY PLANCK# CB901309 OCC GRP CONSTR. TYPE VN STR: FL: STE: PHONE: 619 942-1402 PHONE : PHONE: 619 942-1402 INSPECTOR TOTAL TIME: CD LVL DESCRIPTION 14 ST Frame/Steel/Bolting/Welding ACT COMMENTS DATE DESCRIPTION 112090 Ftg/Foundation/Piers INSPECTION HISTORY ***** ACT INSP COMMENTS AP PY PERMIT* CB901309 DESCRIPTION: 800 SF 2S CITY OF CARLSBAD INSPECTION REQUEST FOR 11/20/90 TYPE: RADJOB ADDRESS: 2706 EL RASTRO LN APPLICANT: DEGREGORIO, PAUL CONTRACTOR: OWNER:DE GREGORIO, PAUL REMARKS: MH/PAUL/942-1402 SPECIAL INSTRUCT: AM IF POSSIBLE TOTAL TIME: CD LVL DESCRIPTION 11 11 ST Ftg/Foundation/Piers ST Ftg/Foundation/Piers INSPECTOR AREA PY PLANCK* CB901309 OCC GRP CONSTR. TYPE VN STR: FL: STE: PHONE: 619 942-1402 PHONE: PHONE: 619 942-1402 INSPECTOR ACT COMMENTS DATE DESCRIPTION INSPECTION HISTORY ***** ACT INSP COMMENTS ESGIL CORPORATION 932O CHESAPEAKE DR., SUITE 2O8 SAN DIEGO, CA 92123 (619) 560-1468 DATE: JURISDICTION: PLAN CHECK NO: J990 9d -SET: PROJECT ADDRESS: 3*1 b to £ L PROJECT NAME: LJLJ. n £ ^ AP* ^ x*;n i • • JURISDICTION^ PLAN CHECKER FILE COPY UPS DESIGNER D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. H The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies . identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: 4 A AD.&3&Q 9 Esgil staff did not advise the applicant contact person that plan check has been completed. '• adv it that the plan check has :acted: APPfatifrL. DotLtMttJTfrr/AJL). f~] Esgil staff did — been completed. Date contacted: REMARKS: By;Enclosures: ESGIL CORPORATION /3-y7-*i_DGA DAA URN QDM ESGIL CORPORATION 932O CHESAPEAKE DR., SUITE 2O8 SAN DIEGO, CA 92123 (619)560-1468 DATE:a JURISDICTION: APPLICANT jPLAN CHECKERGFILE COPY PLAN CHECK NO: 9&-/3Q1 *frfU / SET:TZZl Dups PjDESIGNER PROJECT ADDRESS: ^Vot, ^4. RfteT&n Z.AJ. PROJECT NAME: 7>&ft The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified _ are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: _ Date contacted: Telephone # REMARKS: By ; ij- ^ n^A^jtac^ Enclosures; TZT ESGIL CORPORATION /'tf'to UGA DAA URN QDM PLAN CHECK NO.! PROJECT ADDRESS; TO: Date plans received by plan checker plan recheck completed: Jd'£f-9& Bv; £?&£*#A*>T£A f* RECHECK PLAN CORRECTION SHEET 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 disabled access. 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 shown 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), of the Uniform Building Code, the approval county or city law. FLANS of the plans does not permit the violation of any state, Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: G 2. ITo facilitate rechecking, please identify, V^^/next to each 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. The following items have not been resolved from previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the still outstanding corrections. Please contact me if you have any questions regarding these Please indicate here if any changes havebeen made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made to the plans not resulting from this correction list? Please check.*z&?^u Form No. RPCS.41290 pate plant received by plan checkerJURISDICTION: PLAN CHECK NO.! ?£"/3a9v£/V.Date olan recheck completed: 9'ZL&*fo Bvt PROJECT ADDRESS; <s?7£)£, ^"Z. yPtf^Tja^ UL), __ RECHECK PLAN CORRECTON SHEET OREWORD! PLEASE READ Plan check is Halted 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 disabled access. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on lavs and ordinances enforced by the Planning Department, Engineering Department or other departments. The items shown 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), of the Uniform Building Code, the approval county or city law. of the plans does not permit the violation of any state, A. PLANj©Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: f> A//. / f 3. A The following items have not been resolved V yfrom previous plan reviews. The originalx— -^ correction number has been given for your . reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the still outstanding corrections. Please contact me if you have any questions regarding these items. 2. (To facilitate rechecking, please identify, \^./next to each 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. A. )Please indicate here if any changes have V./been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made to the plans not resulting from this correction list? Please check. Yes No AT * k>t)TC No. RPCS.41290 (Lb <^CT/ftL> PfTA/C. AS ^PAfttifl. v* £#11*. V- TO TO . h ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 2O8 SAN DIEGO, CA 92123 <619) 560-1468 DATE: JURISDICTION: PLAN CHECK NO: PROJECT ADDRESS; PROJECT NAME: £8. S99r> *fRe\l.£» SET:77"1 Lti. <;-ro<LV D APPLICANT. tjPLAN CHECKER JFILE COPY Dups ^DESIGNER D I — |I _ I D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The- applicant's copy of the check list has been sent to: | 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: REMARKS: Telephone #_ By :Enclosures; ESGIL CORPORATION¥'2-a"?& DGA DAA DRN QDM pate plans received by plan checker!JURISDICTION: PLAN CHECK NO.; 9#^/3fl9V£fV.Date plan recheck completed; 9~3.&~fb Bv; &• f ft &X )<,!* PROJECT ADDRESS; ^?7fl£. &L. FlfeT&to LjJ, TO! # RECHECK PLAN CORRECTION SHEET READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. 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 shown 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), of the Uniform Building Code, the approval county or city law. PLANS of the plans does not permit the violation of any state, Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: ( 3. A The following items have not been resolved V V from previous plan reviews. The original — correction number has been given for your • reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the still outstanding corrections. Please contact me if you have any questions regarding these items. 2. jTo facilitate rechecking, please identify, \ ynext to each 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. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made to the plans not resulting from this correction list? Please check. Yes No g -PPOi-r; A <J A U No. RPCS.41290 *££ TO r TO IF 3fc I*)Plfi/J nf- /J TO- T& 2J/3 s.^-^ 204. 2& 208. 209 210. Provide class standpipes per Section 3807. A first story as allowed by Section 702 shall be included in determining the number of stories when determining if standpipes are required. Section 3806. FOUHDATIOH Provide a copy of the project soil report prepared by a California licensed architect or civil engineer. The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBCSection 2905. So /LS HfJiSpecify on the foundation plan or structural specifications sheet the soil classification, the soils expansion index and the design bearing capacity of the foundation. Section 2905(c). Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans. (When required by the soil report). The foundation following soil this project plan does not comply with the report recommendation(s) for 21' 2 i 4. Provide notes on the foundation plan listing the soils report recommendations for foundation slab and building pad preparation. The soils engineer recommended that he/she review the foundation excavations. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: 1. The building pad was prepared in accordance with the soils report, 2. The utility trenches have been properly backfilled and compacted, and 3. The foundation excavations comply with the intent of the soils report". Provide spread footings for concentrated loads designed for 1,000 psf soil bearing 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. 2J3. Show distance from foundation to edge of cut or fill slopes and show slope and heights of cuts and fills. Chapter 29. 1U.\ Note on the plans that wood shall be 6 inches above finish grade. Section 2907(a). 5.) Note on plans that surface water will drain away from building and show drainage pattern and key elevations. Section 2905 (f). intension foundations per Table 29-A. Loors Thickness of Supported* Stemwal\ Width Depth Footing 1 6" 12" 12" 6" 2 8" 15" 18" 7" 3 10" 18" 24" 8" ^Foundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. For buildings adjacent to slopes steeper than 3:1, note'on the plans: "On graded sites, the top of any exterior foundation shall extend above the elevations of the street gutter at point of discharge or the inlet of an approved drainage device a minimum of 12 inches plus 2 percent." Provide elevations on the site plan to show compliance. Section 2907 (d) 5. Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3. Show foundation bolt size and spacing. Foundation bolt size and spacing for shear walls must be clearly shown on the foundation plan. Section 2907 (e). Specify size, ICBO number and manufacturer ofpower 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. Note on the plans that hold down anchors oust be tied in place prior to foundation inspection. Show adequate footings under all bearing walls and shear walls. Section 2907 (b). Show stepped footings for slopes steeper than 1:10. 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 2516 (c) 2. Show pier size, spacing and depth into undisturbed soil. Table 29-A. 2.3, 224 2/14/90 13 2/7. Show minimum under floor access of 18 inches by / 24 inches. Section 2516 (c) 2. Show minimum under floor ventilation equal to a 1 sq. ft. for each 150 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 (c) 6. MASONRY Show veneer support and connections in Seismic Zones 3 and 4, comply with Section 3002, 4, 5, 6 and Section 2515 (a) regarding ties and #9 wire in horizontal joints. Show height and construction details of all masonry walls. Chapter 24. Show floor and roof connections to masonry walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Cross grain . tension or bending in wood ledgers is not permitted. Section 2310. Provide details for damp proofing the foundation walls, below finish grade, where usable space exists on the interior side of the walls. Section 1707 (d). Show a minimum 2" air space and flashing between planter and building walls. Section 2516 (c) 7. T. 219. 230. 2*2 233 IU. FRAMDIg 234.1 Provide complete structural details on the plans with cross referencing as needed to show the structural framing will comply with the design calculations and building code requirements. 235.) Provide minimum structural specifications on the plans to show that all structural materials will comply with the design calculations and building code requirements. 236/.^On the cover sheet of the plans, specify any 'items requiring special inspection, in a format similar to that shown below or sticky back. REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec. 306 of the Uniform Building Code. ill, ITEM REQ. IF CHECKED REMARKS SOILS COMPLIANCE PRIOR TO FOUNDATION INSP. STRUCTURAL CONCRETE OVER 2500 PSI PRESTRESSED STEEL FIELD WELDING HIGH STRENGTH BOLTS EXPANSION ANCHORS SPECIAL MASONRY SPRAYED ON FIRE PROOFING PILES/CAISSONS DESIGNER-SPECIFIED OTHER Where special inspection is required for masonry, note on the plans that prism tests shall be performed in accordance with Section 2405. Section 2406(c)l. Show wall bracing. Every exterior wood stud wall and main cross partition shall be braced at each end and at least every 25 feet of length with 1x4 diagonal let-in braces or equivalent. Section 2517 (g) 3. Note cross bridging or blocking. Floor joists and rafters 12" or more in depth shall be supported laterally by bridging at intervals not exceeding 8 feet, unless both edges are held in line. Section 2506(h), 2517. ow blocking at end and at supports of floor joists, and for rafters at exterior walls. Section 2517 (d) 3. Show solid blocking at ridge line and at exterior walls on trussed roofs. Section 2506 (h), Section 2517 (h). 2/14/90 14 242. Bearing partitions, perpendicular to joists, 7 shall not be offset from supporting girders, beams, walls or partitions, more than the depth of the joists. Section 2517 (d) 5. Show rafter ties. Rafter ties shall be spaced not more than 4 feet on center and be just above the ceiling joists, where rafters and ceiling joists are not parallel. Section 2517 (h) 4. Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2517(h)5. . Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). 2JW» 246.) Show or note fire stops at the following locations per Section 2516 (f): in concealed spaces of stud walls and partitions, including furred spaces, at theceiling and floor levels and at 10 foot intervals along the length of the wall. b.) at all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; /J in concealed spaces between stair stringers ^ at the top and bottom of the run and between studs along and in line with the run of stairs if the walls under the stairs are unfinished; and d.) in openings around vents, pipes, ducts, ^-/ chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. 2J/7. ;Le, In buildings having floors and roofs of wood frame construction, other than dwelling or hotel occupancies, draft stop the area between the ceiline and floor above so that no concealed space exceeds 1,000 s.f. and no horizontal dimension exceeds 60 L.F. (if space has sprinklers, then 3,000 s.f. and 100 L.F.)- Section 2516(f). In buildings having floors and roofs of wood frame construction, other than dwelling or hotel occupancies, draft'stop the area between the ceding and j&ojf jjboyji so that no concealed space exceeds 3,000 s.f. and no horizontal dimension exceeds 60 L.F. (if space has sprinklers, then 9,000 s.f. and 100 L.F.)* Section 2516(f). Show double top plate with minimum 48" lap splice. Section 2517 (g) 2. Show nailing will be in compliance with Table 25-Q. Show stud size and spacing, stud heights; bearing wall: max. 10'; non-bearing: 2 x max. 20'. Table 25-R-3. Maximum allowable 2x4 and 2x6 4 max. 14' 2 x 6 Studs supporting two floors, a roof and ceiling must be 3 x4 or 2 x6 at 16" o.c. Table 25-R-3. Note an A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the building inspector prior to installation. Section 2505. Detail all post to beam and post to footing connections and reference the detail to the plan. Section 2516 (m). Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513. Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicaterequired blocking. Maintain maximum diaphragm dimension ratios. (Tables 25 I, J, K) and Section 4714 (d). Provide truss details and truss calculations for this project. Specify on the plans the truss identification numbers. Provide roof framing plan and floor framing plan. Section 302 (d). Provide framing sections through Section 302 (d). 2jbo.) Specify all header sizes for opening over 4* wide. Section 2517 (g) 5. Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (d). Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (a) 7. '263.)In Seismic Zones 3 and 4, the allowable shear \ /values for drywall in Table 47-1 must be ^ reduced 50* for earthquake loading. This does not apply to wind loading. 2/14/90 15 Jurisdiction Prepared tyt VALUATION AND PLAN CHECK FEE Q Bldg. Dept, D Esgil PLAN CHECK NO. BUILDING ADDRESS <£ 7 Oh &L /W*.rt>r> LL). APPLICANT/CONTACT ft, be BUILDING OCCUPANCY , R PHONE DESIGNER PHONE TYPE OF CONSTRUCTION \J jj CONTRACTOR PHONE BUILDING PORTION ^LlAfJ Q^U. i,^ns * Air Conditioning Commercial Residential Res. or Conun. Fire Sprinklers Total Value BUILDING AREA / tt& ~— VALUATION MULTIPLIER 2y,o_-* A @ e • • VALUE *«fti • tfy.o:* Building Permit Fee $. Plan Check Feo $ COM HENTS: SHEET / OF /12/87 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619)560-1468 DATE: JURISDICTION: PLAN CHECK NO: PROJECT ADDRESS: PROJECT NAME: try of $rr~ifr ??> aHAfrPfrlCANT •jPLAN JFILE COPY jUPS "DESIGNER D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. -I The plans transmitted herewith will substantially comply J with the jurisdiction's building codes when minor deficien- cies identified are resolved and D checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: 7) £ 6 fitrAafiin -J?7fl£ £L Esgil staff did not advise the applicant contact person that plan check has been completed. | | Esgil staff did advise applicant that the plan check has been completed. Person contacted: _ Date contacted:Telephone I PLAH CHECK NO. JURISDICTION: . -A3 TO:P. (LA <9SL 009 PROJECT DATA OCCUPANCY: BUILDING USE:DfM TYPE OF CONSTRUCTION: ACTUAL AREA: \J l) J Sibd ALLOWABLE AREA: STORIES: HEIGHT: SPRINKLERS: OGCDPARI LOAD: ./7 REMARKS: PLAN CORRECTIOH SHEET GENERAL CCTtJERdAL Date plans received by jurisdiction; a Date plans received by Esgil Corp.: & Date initial plan check completed: Bv; Applicant contact person: Tel. FMEHOKD: PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical code and state laws regulating energy conservation, noise attenuation and access for the disabled . 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, Fire Department or other departments . Present California law mandates that construction comply with Title 24 and the applicable model code editions adopted, with or without changes, by the various state agencies authorized to propose building regulations for enforcement at the local level. Code sections cited are based on the 1988 UBC. The circled items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), 1988 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process* note on this list (or a COPV) where each^ j:prrection item has been addressed, i.e.. plan sheet, specification, etc. Be sure to enclose the marked up list when you submit the revised plans. : PACE KOffiERS ARE NOT III SEQUENCE AS PACK HAVING NO ITEMS HEEDING CORRECTIONS WERE DELETED. List No. 50, GENERAL COMMERCIAL, WITHOUT ENERGY OR LOCAL ORDINANCE OR POLICY SUPPLEMENTS (1988 UBC) 0 /. © 0 0 © © Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: Esgil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, (619) 560-1468. Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: The jurisdiction's building department. SSHERAL Provide the site 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 plan preparation. Please include the California license number, seal, date of license expiration and the date the plans are signed. Business and Professions Code. Show on the Title Sheet all buildings,structures, walls, etc. included tinder 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 building proposed: Occupancy Group Description of Use Type of Construction , Sprinklers: Yes or No Stories Height Floor Area ifr Justification to exceed allowable area in Table 5-C. (if applicable) Justification to exceed allowable height or stories in Table 5-D. (if applicable) Provide a note with the building data legend stating that yards used for area increases shall be permanently maintained. Indicate on the Title Sheet whether or not a grading permit is required for this project. Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1988 UBC, UMC and UPC and 1987 NEC. Provide a note on the plans indicating if any hazardous materials will be stored and/or used within the building which exceed the quantities listed in UBC Tables 9-A and 9-B. Specify the uses of all rooms or areas.writg &ioett(+e ere* SITE FLAM / Provide a fully dimensioned site plan drawn to scale. Show north arrow, property lines, easements, streets, existing and proposed buildings and structures. 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. Clearly designate any side yards used to justify increases in allowable area based on Section 506. Show on the site plan all proposed walls, retaining walls and fences. Specify their heights on the plans. Provide construction details if a part of this permit. Clearly dimension building setbacks from property lines, street centerlines, and from all adjacent buildings and structures on the site plan. 2/15/90 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 disabled access spaces. Show the location of any designated flood plains, open space easements, or other development restricted areas on the site plan. D. LOCATION ON PROPERTY When two or more buildings are on the same property, the buildings shall have an assumed property line between them for the purpose of determining the required wall and opening protection and roof cover requirements, per Section 504 (c). An exception is provided if the combined area of the buildings is within the limits specified in Section 505 for a single building. If this exception is used, show how the building(s) will comply with Section 505. When a new building is to be erected on the same property as an existing building, the location of the assumed property line with relation to the existing building shall be such that the exterior wall and opening protection of the existing building meet the criteria of Table 5-A and Part IV. Section 504 (c). 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 504 (c). The exterior, walls less than feet to a property line "or an assumed property line, shall be fire-rated* construction. Section 03. t- f f f 4. Exterior walls shall have a 30 inch parapet when less than feet to a property line or an assumed property line. The uppermost 18" of such parapets shall be noncombustible. (see exception, Section 1709.) The exterior wall shall have protected openings (3/4 hour) when closer than feet to a property line or an assumed property line. Section 03. f f-Is- The exterior walls shall have no openings when closer than feet to a property line or an assumed property line. Openings include windows, doors, scuppers, vents, etc. Section 03. Eaves over required windows shall be not less than 30 inches from side and rear property lines. Section 504 (a). Combustible projections located where openings are required to be protected shall 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 areas. Section 4304 (c). When openings are required to be protected due to location on property, the sum of openings shall not exceed 50 percent of the total area of the wall in each story. Section 504 (b). A covered pedestrian walkway must comply with the requirements in Section 509. Exterior exit balconies cannot be located in an area where openings are required to be protected. Section 3305 (i). Exterior stairways shall not project into yards where protection of openings is required. Section 3306 (n). Yards or courts serving as required exits for 10 or more occupants must be at least 10 feet wide or have walls of one-hour construction for a height of 10 feet above the court or yard grade. Openings shall be protected by fire-assemblies having a rating of not less than three-fourths-hour. Section 3301 (b) definition and Section 3311 (d). rt ADr flt£.CC£*£. 12? 2/14/90 E. f. Structural elements exposed in walls required to be fire-resistive construction due to location on property oust 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 have to be protected where openings are required to be protected. Table 5-A, Section 03. BU* I-PUG ABBA , When a building .has more than one occupancy, the area shall be- such that the sum of the ratios of the actual area divided by the allowable area for each occupancy shall not exceed one. Section 503 (a). As shown, the building(s) is/are over area for the Type of Construction shown. Table 5-C. No single story can exceed the basic area allowed by Table 5-C plus the increases allowed by Section 506. Unless considered a separate story, the floor area of a mezzanine shall be included in calculating the area of the story in which it is located. Section 505 (c). A basement need not be included in the total allowable area, provided such a basement does not exceed the area permitted for a one story building. Section 505 (d). F. AREA SEPARATION HAULS 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 505 (e) 1. Openings in four-hour, area separation walls are required to be protected with three-hour fire- resistive assemblies, and 1-1/2 hour fire- assemblies in two-hour area separation walls. Section 505 (e) 1. Openings in area separation walls are limited to 2.5 percent of the length of the wall in each story. Section 505 (e). If area separation walls do not extend to the outer edge of horizontal projections , (balconies, roof overhangs, canopies, marquees and architectural projections), and the projecting elements contain concealed spaces, the wall shall extend through the concealed spaces to the outer edge of the projecting elements. The exterior walls, and projecting elements above, must be of one-hour construction on each side of the area separation wall for a distance equal to the depth of the projecting elements. Halls supporting the exterior walls must be one- hour. Openings in the one-hour walls must be protected with three- fourths-hour assemblies. Section 505 (e) 2. walls must extend in a vertical plane (no horizontal offsets) from the foundation to a point 30 inches above the roof, but may at the underside of the roof if the roof/ceiling is two-hour All area separation continuous straight terminate sheathing construction. Two-hour area separation walls may terminate at roofs of entirely noncombustible construction. Section 505 (e) 3. Two-hour area separation walls may terminate 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 5 feet of the area separation wall. d. The entire building shall have a Class B roof covering or a Special Purpose roof. Section 505 (e) 3. Z/1A/90 CITY OF CARLSBAD NO. BUILDING INSPECTION DEPARTMENT 000106 JOB ADDRESS CENUS TRACT NO.PERMIT NUMBER PLAN FB.E NUMBER CONTRACTOR OWNER OH PERMITTEE NAME MAIL ADDRESS FOR D OWNER, OR D CONTRACTOR EVIOLATION READ REVERSE NOT. SIDE PRESENT THIS NOTICE WHEN MAKING APPLICATION FOR PERMIT D D D D NO PERMIT - STOP WORK - REMOVE CONSTRUCTION, OR OBTAIN PERMIT AND MAKE ANY WORK COMPLY WITH BUILDING LAWS. (See comments on reverse side regarding penalty fees). CONSTRUCTION NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT"- STOP WORK MAKE EXISTING WORK COMPLY WITH APPROVED PLANS AND PERMIT OR REMOVE IT. CALL PLANING DEPARTMENT AT 438-1161, CONCERNING VIOLATION OF ZONING REGULATION LISTED BELOW. STOP WORK - UNTIL AUTHORIZED TO CONTINUE BY THE INSPECTOR. D CONTACT CODE ENFORCEMENT OFFICER AT 438-1161. D CONTACT INSPECTOR AND ARRANGE FOR APPOINTMENT AT 438-3550. D CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. D PAY REINSPECTION FEE (See Back); THEN D CALL FOR REINSPECTION AT 438-3101. Q CORRECTIONS REQUIRED D PARTIAL APPROVED D WORK DESCRIBED BELOW HAS BEEN INSPECTED AND IS APPROVED. THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN..DAYS. THE CARLSBAD MUNICIPAL CODE REQUIRES PENALTY FEES WHEN WORK HAS BEEN STARTED WITHOUT PERMIT.BUILDING ELECTRICAL HEATING PLUMBING REFRIGERATION COMBINATION IN-13 (Rev. 2/86) 7:00 A.M. TO 8:00 A.M. 3:00 P.M. TO 4KW P.M. MONDAY THRU FRIDAY 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 construction 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. In each case, construction supporting the roof/ceiling shall also be one-hour construction. Section 505 (e) 5. No openings in the lower roof are permitted within 10 feet of the area separation wall if parapets are not provided. Section 505 (e) 5. 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: Trusses require two layers of 5/8 inch Type 'X1 drywall, per Item 21-1.1 in Table 43-C.) Parapets of area separation walls shall have noncombustible faces for the uppermost 18 inches, including counterflashing and coping materials. Section 505 See the attached article, "Area Separation Walls Revisited", and incorporate appropriate data and details on your plans. Provide complete details of the area separation wall(s) to show compliance with Section 505 (e) 1-5. 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". Section 4304 (e). 6. BU1LDHIS 6/. 7. t- t- Clearly show the maximum building height based on the definition in Section 409. Clearly show if the or story, based on 403 and 420. lower level is a basement the definitions in Section 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 5-D. Show the code basis for the height/number of stories as shown. One additional story would be permitted beyond that shown in Table 5-D if the building is sprinklered throughout and the sprinkler system is not otherwise 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. where one-hour fire-resistive construction is required, an approved automatic sprinkler system, when not otherwise required, may be substituted for the one-hour construction. However, the fire sprinkler system shall not waive or reduce fire-resistive requirements for: occupancy separation, exterior walls due to location on property, area separation walls, shaft enclosures, corridor protection, stair enclosures, corridor protection, stair enclosures, exit passageways, type of construction separation per Section 1701 and atriums constructed in accordance with Section 1715. 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. Detail how one-hour fire-resistive wall construction is maintained at built-in wall fixtures and behind mailboxes, fire extinguisher cabinets, electric panels exceeding 16 square inches in area, etc. Section 4304 (e). Detail and reference I.C.B.O. number or other approval for horizontal fire assembly using trusses. Item 21-1.1 in Table 43 -C requires 2 layers o£ 5/8" Type X gypsum wallboard at the bottom chords of trusses. Section 4303 (b) 8. 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 light fixtures. Show duct openings in ceilings, regardless of size, have approved ceiling fire dampers. Section 4303 (b) 6. 2/14/90 f- I- r t- 7(8. I. i 1. Roof/ceiling and floor/ceiling assemblies oust be of one-hour construction. Detail fire assemblies on plans along with their ICBO number or other I.D. number from the Fire- Resistive Design Manual published by the Gypsum Assoc. or U.L. number or item number from Table 43-C. UBC. Detail water heater vents located inside fire- resistive wall construction or within fire- resistive shafts. Section 1706 (a). Clearly identify location and resistive rating of vertical plans. Provide construction location of fire dampers resistivity will be maintained roofs. Section 1706. hourly fire- shafts on the details showing and how fire at floors and 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 4303 (b) 6.) Detail required protection. Clearly specify minimum thickness of walls and slabs to provide _ -hour fire-resistive rating per Table 43 -B and C. Clearly specify minijoum cover for bonded reinforcing at _ fire-rated floors, _ fire rated columns, _ fire rated beams. Clearly specify minimum cover for prestressed concrete tendons per Section 4303 (c) 3. Detail all plumbing and electrical penetrations 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. 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 (a). AHD FIHISH Foam plastics shall not be used as interior finish except as provided in Section 1712. 8*. When walls and ceiling are required to be fire-resistive or noncombustible, the finish material shall be applied directly against such fire- resistive or noncombustible construction or to furring strips not exceeding 1-3/4 inches. The furred space shall be filled with inorganic or Class I material or fire stopped not to exceed 8 feet in any direction. Section 4203, 1. When finish materials are set out or dropped more than 1-3/4 inches from fire-rated walls or ceilings the finish material shall be Class I or sprinklered on both sides or attached to noncombustible backing or furring strips. Section 4203, 2. Hangers and assembly members of dropped ceilings below a one-hour ceiling assembly shall be noncombustible materials except in Types III and V construction, where fire- retardant treated wood may be used. Section 4203, 2. All interior wall or ceiling finishes less than 1/4 inch thick shall be applied directly against a noncoobustible backing unless it is in accordance with an approved tested assembly. Section 4203, 4. Provide a note on the plans or on the finish schedule, "Wall and ceiling materials shall not exceed the flame spread classifications in UBC Table 42-B." OCCDPAHCY SEPARATIOH A / -hour occupancy separation is required between j{~2L occupancy and the £'$ occupancy. Table 5-B, Section 503 (d), Tables 43-A, B, C and Chapter 43. (See excetions in Section 503)fliSo /'/A2 Administrative and clerical offices and similar rooms need not be separated from other occupancies provided they are less than 25 percent of the floor area of the major use and not related to an H-2 or H-3 occupancy. Section 503 (a) . Provide / _______ ^-hour fire- resistive door assemblies in the / -hour occupancy separation. Section 503 (c). 2/14/90 f t f A B-l occupancy in the basement or first story of a building housing a group B, Division 2 occupancy may be classed as a separate building. The building above may also be considered a separate and distinct building for the purpose of area limitation, limitation of number of stories and type of construction ONLY if the conditions of Section 702 are met: a. B-l is Type I construction. b. B-l/B-2 is separated by a three-hour occupancy separation. c. B-l is restricted to passenger vehicle storage, entry lobbies, laundry rooms and mechanical equipment rooms (no storage, recreation room, etc.)- d. The maximum building height does not exceed the limits in Table 5-D for the least type of construction. The Type I construction is required to have protected openings when located within 20 feet from a property line or centerline of a public way. Section 1803 (b). In Type I construction, no openings are permitted in exterior walls less than 5 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) 2. Tables 43-A, B, C and Chapter 43. Structural members supporting an occupancy separation must have the same fire-resistive rating as the separation. Section 503 (b). No openings are allowed in a 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 503 (c). 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). 98.1 A one-hour fire-resistive separation shall be not less than one-hour fire-resistive construction. Openings shall be protected by a one-hour assembly. Section 503 (c). Occupancy separation wall penetrations must be either ferrous or copper and fire-stopped. Steel electrical outlet boxes shall not exceed sixteen square inches and further, shall not exceed one hundred square inches per one hundred square feet of wall, may be installed and shall be separated by a horizontal distance of twenty-four inches when on opposite sides of a wall. Section 4304 (e). 162. 100.) Clarify that wiring within concealed spaces V J complies with the Mechanical Code and UBC ^•^ Section 4305 (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 shall be enclosed and shall be separated from the non- usable space as required for one-hour fire- resistive construction and the door to the usable space shall be self-closing, of noncombustible construction or solid wood core, not less than 1-3/4 inches in thickness. Section 1703. ( 103.) 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. 1(J4.Unless the entire building is sprinklered, storage areas in excess of 1000 sq. ft. (3000 sq. ft. if storage area is sprinklered and not otherwise required to be) in connection with sales occupancies shall be separated from public areas by a one-hour fire-resistive occupancy separation. Section 702 (b). BOOS In all occupancies, floors above the first story having 10 or more occupants, shall have not less than two exits. Section 3303 (a). 106.Jin areas where the occupant load exceeds 7 . two exits are required. See ni. ._..._. ...j.nTr_.__T....._im, . Table 33-A. 107.) Rooms with more than 10 occupants may have one, exit through one adjoining room. Revise exits to comply. Section 3303(e). 108 .J Exits should have a minimum separation of one- half the maximum overall diagonal dimension of the building or area served. Section 3303 (c). 2/14/90 /- 114. 115. J18. 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 or court the minimum width of the yard or court shall be 44" and the yard must be unobstructed and lead to a public way. Section 3311 (b), Section 3301 (b). 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 (d) requirements for width, number, and protection of walls and openings when the occupant load exceeds 9. Change in width in a 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). Basements require two exits. Section 3303 (a). 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 3303 (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 assemblies or when equipped with panic hardware. Section 3304 (b). Exit doors should swing in the direction of egrees when serving an occupant load of 50 or more or when serving any hazardous area. Section 3304 (b). See doors 123. ilk. 119.1 Exit doors should be openable from the inside V ./without the use of a key, special knowledge, ^~^ or effort. Section 3304(c) [Note that exit doors serving 10 or less occupants may have a night latch, dead bolt, or security chain per Title 24, 2-3304 (c).] Exit doors from assembly rooms with 50 or more occupants shall not be provided with a latch or lock unless it is panic hardware. Section 3318. All doors and gates, within the exit path from an assembly room to a public way, shall not be provided with latches or locks unless they are equipped with panic hardware. Section 3318. When additional doors are provided for egress purposes, they shall conform to the width, swing and hardware provisions in Chapter 33. Section 3304(1). Exit doors should be 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 (f) and (g). The net dimension (clear width) at doorways should be used in determining exit widths required by Section 3303 (b). Section 3304 (f). In consideration of door thicknesses, panic hardware, door swing, etc., the required exit widths have not been furnished. See door Regardless of occupant load, a floor or- landing not more than 1 inch (1/2-inch if disabled access is required) below the threshold is required on each side of an exit door. Section 3304 (i). When a door landing serves an occupant load of 50 or more, doors in any position shall not reduce the landing dimension to less than one half its required width. Section 3304 (j). Door landings shall have a length measured in the direction of travel of not less than 44 inches. Section 3304 (j). 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 3305 £d). Revolving, sliding and overhead doors are not permitted as exit doors if the occupant load exceeds 9 or the exit door serves a hazardous area. Section 3304 (h). 116. 126. 2/14/90 13(1.Ramps required by Table 33-A shall not exceed 1:12; other exit ramps 1:8. Ramps steeper than 1:15 shall have handrails as required for stairways. Minimum size landings and landing clearances oust be provided. Section 3307. STAIRWAYS 131.j Stairway width must be at least 44 inches when serving 50 or more occupants; 36 inches when less than 50. Section 3306 (b). 132.) Eighty inch minimum headroom clearance for stairways should be indicated on the plans. Section 3306 (p). Note that this is from a plane tangent to the stairway tread nosing. Stairway handrails should not project more than 3-1/2 inches into the required width. Trim and stringers may not project more than 1-1/2 inches. Section 3306 (b). [ 134.1 Enclosed usable space under interior or exterior stairways should be protected on the enclosed side as required for one-hour fire- resistive construction. Show 2x9 16" o.c. nailers. Section 3306 (m) (n). Landings should not be reduced in width more than 7 inches by a door when fully open. Section 3304 (j). Stairways from upper levels which extend below the level from which egress from the building is provided, shall have an approved barrier to preclude exiting into such lower levels. Section 3306 (h) & 3309 (e). Vertical distances between stairway landings are limited to 12 feet. Section 3306 (i). All interior stairways and ramps shall be enclosed. In other than H and I occupancies, an enclosure is not required if serving only one adjacent floor and not connected to stairs or corridors serving other floors. Section 3309 (a). 139.) Stairway riser must be 4 inches minimum and 7 inches maximum and minimum run shall be 11 inches. Section 3306 (c). See the exception for private stairways serving less than 10 —- occupants. fStairways should Section 3309: be enclosed as specified in lie. 142. 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 and one-half hours or one-hour fire assemblies, and noted that the maximum transmitted temperature end point shall not exceed 450 degrees (F) above ambient at the end of 30 minutes of the fire exposure specified in UBC Standard 43-2. d. Exit enclosures should include a corridor on the ground floor extending to the exterior (see exception). Fire-resistive construction should be as required for the exit enclosure, including protected openings. Only exit doors are permitted to open into the corridor. e. An approved barrier is required at the ground floor to prevent people from accidentally continuing to the lower level. f. 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). In buildings four or more stories, one stairway must extend to the roof. Section 3306 (o). It must be in a smoke-proof enclosure in buildings over 75 feet in height. A first story as allowed by Section 702 shall be included in determining the number of stories when determining if a stairway to the roof is required. Section 3306 (o). 140.1 Winding and spiral stairways are permitted only \, / in residential occupancies. Section 3306 (d). 2/14/90 144.)Handrails: *~^ Handrails are required on each side of stairways. Stairways less than 44" wide or stairways serving one dwelling unit may have one handrail (if not open on both sides). Private stairways (1 tenant) need only have a handrail on one side if 30" or less in height. Handrails shall be 34" to 38" above nosing of treads and be continuous. Except for private stairways, at least one rail shall extend 6" beyond top and bottom risers. All stairs shall have handrails terminating in a newel or safety post. Section 3306(j). Note: Where access for the disabled is necessary, Title 24 requires handrails on both sides to extend 12 inches beyond the top nosing and 12 inches plus the tread width beyond the bottom nosing. Additionally, handrail height should then be changed to 30"-34n. The handgrip portion of all handrails shall be not less than 1-1/2 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). 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 separate exterior stairways serve an exterior exit balcony. Section 3306 (1). Openings in exterior walls below or within 10 feet, measured horizontally, of an exterior stair shall be protected by self-closing fire assemblies having a three-fourths-hour fire protection rating when the stair serves a floor level having openings in two or more floors below it. See exception above. Section 3306 U). Buildings four or more stories in height shall have a stairway numbering system complying with Section 3306 (q). CORRIDORS Corridors and exterior exit balconies serving 10 or more occupants must be a minimum 44 inches wide and 7 feet high to the lowest projection. Section 3305 (b). t 147, M. 149. Il. 152 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 30 or more occupants shall have walls and ceilings of one-hour construction except: a. Corridors greater than 30 feet wide when the occupants have an exit independent from the corridor. b. Exterior sides of exterior exit balconies. c. Corridor walls and ceilings need not be of fire-resistive construction within office spaces having an occupant load of 100 or less when the entire story in which the space is located is equipped with an automatic sprinkler system throughout and smoke detectors are installed within the corridor in accordance with their listing. Section 3305 (g). Exit corridors shall not be interrupted by intervening rooms. Foyers, lobbies or reception rooms constructed as for corridors shall not be construed as intervening rooms. Section 3305(a)- 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 3305 (h). Total area of all openings, except doors, in any portion of an interior corridor, shall not exceed 25 percent of the area of the corridor wall of the room which it is separating from the corridor. Such openings shall be protected by fixed, approved 1/4 inch thick wired glass installed in steel frames. Section 3305 (h). Elevators serving more than two stories shall not open into required one-hour exit corridors unless protected by an approved smoke/draft control door system. In high rise buildings refer to Section 1807 (h). Section 3305. Duct penetrations of fire-rated corridor walls and ceilings shall have fire dampers per Section 4306 (j). 5/10/90 10 157. f 150. One-hour corridors shall not be used as an integral part of a duct system. This includes the space above a dropped ceiling within the one-hour corridor. UMC Section 706 (b). Provide a complete architectural section of the corridor, and exterior exit balcony, showing all fire-resistive materials and details of construction for all floor, walls, roof and all penetrations. Section 3305 (g). Ceilings of combustible materials cannot be suspended below the one-hour corridor ceiling. In types III or V construction fire retardant treated wood may be used. Section 3305 (g). Corridor walls may terminate at the ceiling only if the ceiling is an element of a one- hour fire-resistive floor or roof system. Section 3305 (g). When two exits are required, dead end corridors and exit balconies are limited to 20 feet. Section 3305 (e). If a room with an exhaust fan has a door opening into a rated corridor, show how make- up air will be provided to the room. The door cannot be undercut, nor can a louver in the door be provided. Section 3305(h)l. R. EXIT SIGHS 163. Exit signs are required since the occupant load i exceeds fifty. Show all required exit sign locations. Section 3314 (a). 160. f' 142. 1S4. /"N { 165.)vex 1S6. *• O. 1,8. Show two sources of power for the lamps at exit signs. Section 3314(d). Show that exits are lighted with at least a one foot candle at floor level. Section 3313 (a). Show separate sources of power for exit illumination. (Occupant load exceeds 100) Section 3313 (b). The exit sign locations as shown are not adequate. ELEVATORS Elevators shall be enclosed in a one-hour shaft except in Type I and Type II F.R. construction where the elevator shall be in a two hour shaft. Section 1706. Every opening into an elevator shaft enclosure shall be protected by a self-closing fire assembly having a one-hour fire rating in one- hour shafts and one and one-half hours in two hour shafts. Section 1706. JO,Elevator shafts extending through more than two floor levels shall be vented to the outside. The area of vent shall be not less than 3 1/2% of the shaft area and a minimum of 3 square feet per elevator. Section 5104. Elevators in high rise with Section 1807(b). 176. •f f 176. buildings shall comply Every elevator lobby or entrance area shall be provided with an approved smoke detector as required by Section 5103(b). Revise the number of elevator cars per hoistway enclosure to comply with Section 5103(a). Provide clear inside elevator as required by U.B.C. Section Title 24 2-5103(d.l). car dimensions 5103(d) 6 and At least one elevator in buildings 4 or more stories in height: 80" by 54", with a 42-inch side slide door. Applies only to: high-rise buildings, A/E/I occupancies j State-owned buildings, residential care homes, hotels, motels, apartments and condominiums. b. Elevator in buildings more than two stories or buildings where disabled access is required to upper level(s): 68" by 54", with a minimum clear door width of 36". c. Elevators other than in (b) above serving less than 50 occupants shal 1 have a minimum inside platform of 4 feet 6 inches by 4 feet 6 inches and a minimum clear door width of 36 inches. Provide notes, details or specifications to show the elevator will comply with UBC Sections 5102-5106 and Title 24 Section 2-5102 through 2-5105. Doors other than the hoistway door and the elevator car door are prohibited at the point of access to elevator car, except doors readily openable from the car side. Section 5106. GLASS AMD Specify on the window schedule the glass type and thickness to show compliance with Table 54- A and B. Glazing, in the sane wall plane as a door, must be safety glazing if within 12" of the door and less than 60" above the walking surface, unless the glazing is leaded or faceted glass. Section 5406 (d) 6. 2/14/90 11 179. Glass in excess of 9 sq. ft. with the lowest / edge less the 18 inches above a walking surface shall be safety glazing or shall have a horizontal member not less than 1-1/2 inches in width and located between 24 and 36 inches above the walking surface. Section 5406 (d) 7. 180.) A Class £L _ roof covering is required. Table 32-A. 104 18*1. Specify roof pitch Roof pitch is n specified. Specify minimum pitch of 187. Roof pitch is not adequate for roof covering f- 185, 196. 7. 18*8. 1J39 ifo 4 ± Specify roof material and application. 32. Chapter Specify ICBO, UL or other recognized listing approval number for roof materials not covered in UBC, e.g., tile, etc. Specify minimum 1/4 inch per foot roof slope for drainage or design to support accumulated water. Section 3207 (a) and Section 2305 (f). Show roof drains and overflows. Size drains per Appendix D of UPC. Section 3207 (a). Show the legal basis to allow roof drainage to flow onto the adjacent property. B-2 and B-4 occupancies with over 50,000 sq. ft. of undivided area and H-1,2,3,4 or 5 occupancies over 15,000 sq. ft. of single floor area shall have smoke and heat vents per Section 3206. Plastic skylights must be separated from each other by at least 4 feet. Section 5207 (a) 6. Plastic skylights shall not be installed within that portion of a roof located within a distance to property line where openings in exterior walls are prohibited or required to be protected. Section 520? (a) 7. Provide skylight details to show compliance with Chapter 34 and Section 5207 or provide ICBO or other recognized approval listing. Provide plastic roof panel details to show compliance with Section 5206 or provide ICBO or other recognized approval listing. 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 at least 3 feet above eave or cornice vents. Section 3205 (c). Provide a minimum 22" x 30" attic access opening (or 30" x 30" if equipment is in attic). Section 3205 (c). Fire sprinklers are required for 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 50 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 floor shall have additional sprinkler heads installed within such chutes at alternate floors. Sprinkler heads shall be accessible for servicing. Section 3802 (b). Fire sprinklers are required in retail sales rooms where the floor area exceeds 12,000 sq. ft. on any floor or 24,000 sq. ft. on all floors or in B-2 retail sales occupancies more than three stories in height. Section 3802. Fire sprinklers are required in H occupancies when exceeding the areas in Section 3802 (f). Provide fire sprinklers in rooms used by the occupants for the consumption of alcoholic beverages when the total area of unseparated rooms exceeds 5000 square feet. For uses to be considered as separated, a one-hour occupancy separation is required. Section 3802 (c). 201. Provide fire sprinklers 96. dl. 198. 199. aoo. Section 506, 507, 508 jurisdiction ordinance. or 3802. See also 202.Note on the plans: "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." Section 3803. 2/14/90 12 2</3. 208. 209 210. Provide class standpipes per Section 3807. A first story as allowed by Section 702 shall be included in determining the number of stories when determining if standpipes are required. Section 3806. FOUNDATION Provide a copy of the project soil report prepared by a California licensed architect or civil engineer. The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 2905. 21' 2 L 4. Specify on the foundation plan or structural specifications sheet the soil classification, the soils expansion index and the design bearing capacity of the foundation. Section 2905(c). Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans, (When required by the soil report). The foundation following soil this project plan does not comply with the report recomnendation(s) for Provide notes on the foundation plan listing the soils report recommendations for foundation slab and building pad preparation. The soils engineer recommended that he/she review the foundation excavations. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: 1. The building pad was prepared in accordance with the soils report, 2. The utility trenches have been properly backfilled and compacted, and 3. The foundation excavations comply with the intent of the soils report". Provide spread footings for concentrated loads designed for 1,000 psf soil bearing 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. 2/3. Show distance from foundation to edge of cut / or fill slopes and show slope and heights of cuts and fills. Chapter 29. 214.1 Note on the plans that wood shall be 6 inches above finish grade. Section 2907(a). Note on plans that surface water will drain away from building and show drainage pattern and key elevations. Section 2905 (f). 216. Dimension foundations per Table 29-A. Floors Thickness of Supported* Stemwall Width Depth Footing 1 6" 12" 12" 6" 2 8" 15" 18" 7" 3 10" 18" 24" 8" ^Foundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. For buildings adjacent to slopes steeper than 3:1, note on the plans: "On graded sites, the top of any exterior foundation shall extend above the elevations of the street gutter at point of discharge or the inlet of an approved drainage device a minimum of 12 inches plus 2 percent." Provide elevations on the site plan to show compliance. Section 2907 (d) 5. Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3. Show foundation bolt size and spacing. Foundation bolt size and spacing for shear walls must be clearly shown on the foundation plan. Section 2907 (e). Specify size, ICBO number and manufacturer 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. Note on the plans that hold down anchors must be tied in place prior to foundation inspection. Show adequate footings under all bearing walls and shear walls. Section 2907 (b). Show stepped footings for slopes steeper than 1:10. 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 2516 (c) 2. Show pier size, spacing and depth into undisturbed soil. Table 29-A.t 2/14/90 13 f 2/8. T. 229. 230. 233 Show minimum under floor access of 18 inches by 24 inches. Section 2516 (c) 2. Show minimum under floor ventilation equal to a 1 sq. ft. for each 150 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 (c) 6. MASONRY Show veneer support and connections in Seismic Zones 3 and 4, comply with Section 3002, 4, 5, 6 and Section 2515 (a) regarding ties and #9 wire in horizontal joints. Show height and construction details of all masonry walls. Chapter 24. Show floor and roof connections to masonry walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Cross grain tension or bending in wood ledgers is not permitted. Section 2310. Provide details for damp proofing the foundation walls, below finish grade, where usable space exists on the interior side of the walls. Section 1707 (d). Show a minimum 2" air space and flashing between planter and building walls. Section 2516 (c) 7. Provide complete structural details on the plans with cross referencing as needed to show the structural framing will comply with the design calculations and building code requirements. 235.1 Provide minimum structural specifications on the plans to show that all structural materials will comply with the design calculations and building code requirements. 236.jOn the cover sheet of the V ./items requiring special ^—^ format similar to that back. plans, specify any inspection, in a shown below or sticky REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec. 306 of the Uniform Building Code. ITEM REQ. IF CHECKED REMARKS SOILS COMPLIANCE PRIOR TO FOUNDATION INSP. STRUCTURAL CONCRETE OVER 2500 PSI PRESTRESSED STEEL FIELD WELDING HIGH STRENGTH BOLTS EXPANSION ANCHORS SPECIAL MASONRY SPRAYED ON FIRE PROOFING PILES/CAISSONS DESIGNER-SPECIFIED OTHER Where special inspection is required for masonry, note on the plans that prism tests shall be performed in accordance with Section 2405. Section 2406(c)l. Show wall bracing. Every exterior wood stud wall and main cross partition shall be braced at each end and at least every 25 feet of length with 1x4 diagonal let-in braces or equivalent. Section 2517 (g) 3. 239. Note cross bridging or blocking. Floor joists ' and rafters 12" or more in depth shall be supported laterally by bridging at intervals not exceeding 8 feet, unless both edges are held in line. Section 2506(h), 2517. 240.)Show blocking at end and at supports of floor V Vjoists, and for rafters at exterior walls. ^•^ Section 2517 (d) 24/1. 3. Show solid blocking at ridge exterior walls on trussed roofs, (h), Section 2517 (h). line and at Section 2506 2/14/90 14 2^5 2/7 f Bearing partitions, perpendicular to joists, shall not be offset from supporting girders, beams, walls or partitions, more than the depth of the joists. Section 2517 (d) 5. Show rafter ties. Rafter ties shall be spaced not more than 4 feet on center and be just above the ceiling joists, where rafters and ceiling joists are not parallel. Section 2517 (h) 4. Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2517(h)5. Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). Show or note fire stops at the following locations per Section 2516 (f): in concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals along the length of the wall. b.) at all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; in concealed spaces between stair stringers at the top and bottom of the run and between studs along and in line with the run of stairs if the walls under the stairs are unfinished; and d.) in openings around vents, pipes, ducts, <-S chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials, In buildings having floors and roofs of wood frame construction, other than dwelling or hotel occupancies, draft stop the area between the celling and floor above so that no concealed space exceeds 1,000 s.f. and no horizontal dimension exceeds 60 L.F. (if space has sprinklers, then 3,000 s.f. and 100 L.F.). Section 2516(f). In buildings having floors and roofs of wood frame construction, other than dwelling or hotel occupancies, draft'stop the area between the ceiling and roof above so that no concealed space exceeds 3,000 s.f. and no horizontal dimension exceeds 60 L.F. (if space has sprinklers, then 9,000 s.f. and 100 L.F.)> Section 2516(f). Show double top plate with minimum 48" lap splice. Section 2517 (g) 2. 251.) Show stud size and spacing. Maximum allowable stud heights; bearing wall: 2x4 and 2x6 max. 10'; non-bearing: 2x4 max. 14', 2 x 6 max. 20*. Table 25-R-3. 2 if2.Studs supporting two floors, a roof and ceiling must be 3 x4 or 2 x 6 at 16" o.c. Table 25-R-3. Note an A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the building inspector prior to installation. Section 2505. 254.) Detail all post to beam and post to footing connections and reference the detail to the .—.. plan. Section 2516 (m). ( 255.J Detail shear transfer connections, including N^X roof and floor diaphragms, to shear vails. -_ Section 2513. 256.) Specify nail size and spacing for all shear V / walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. (Tables 25 I, J, K) and Section 4714 (d). 297. Provide truss details and truss calculations I for this project. Specify on the plans the ^-^ truss identification numbers. 258.JProvide roof framing plan and floor framing plan. Section 302 (d). . Provide framing sections through Section 302 (d). 260.) Specify all header sizes for opening over 41 wide. Section 2517 (g) 5. Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (d). 262.) Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (a) 7. Show nailing 25-Q. will be in compliance with Table '263.Jin Seismic Zones 3 and 4, the allowable shear 'values for drywall in Table 47-1 must be reduced 50% for earthquake loading. This does not apply to wind loading. 2/14/90 15 266. 267 •^ 2 26] 270. 27 V. 2 Show on the plans all structural requirements developed in the structural calculations. Columns and posts located on concrete or masonry floors or decks exposed to the weather or to water splash or in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting above floors unless approved wood of natural resistance to decay or treat wood is used. Section 2516 (c) 4. Individual concrete or masonry piers shall project at least 8 inches above exposed ground unless the columns or posts which they support are of approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. Specify plywood grade and panel identification index. Table 25-S-l. When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). If foundation cripple wall studs are less than 14", framing shall be solid blocking or the cripple studs sheathed with plywood. Section 2517 (g) 4. Cripple wall studs exceeding 4 feet in height shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Section 2517 (6) *. Show plywood sheathing over exposed eaves, or other weather exposed areas, is "bonded with exterior glue." Plywood used for exterior wall covering shall be the exterior type. Section 2516 (g)3, 2516(i). Ridges, hips, and valleys shall be at least one size larger than supported rafters. Section 2517 (h) 3. In open beam construction, provide strap ties across the beams at the ridge support. Section 2501 (b). Parking garages shall have an unobstructed headroom clearance of not less than 7'-0" above the finish floor to any ceiling, beam, pipe or similar construction. Section 702 (b). Provide details of restrooos to show compliance with Section 510 (b), regarding floors, walls and showers. If both sexes will be employed and the number of employees exceeds four, provide separate toilet facilities for men and women. If "both sexes will be employed and the total number of employees will not exceed four", and only one restroom is provided, note the words in quotation above on the floor plan. Section 705 27JB. 2/9. 2ai. Ifife. 18&. Show unenclosed floor and roof openings, open and glazed sides of landings and ramps, balconies or porches more than 30" above grade or floor, and roofs used for other than service to the building have 42" minimum height guardrail, through which a 6" sphere cannot pass, and designed for 20 Ibs. per lin. ft. applied horizontally at top rail (50 Ibs. for exit facilities serving more than 50). Section 1711. Table 23-B. Provide platform and stage construction, including occupancy separations and roof vents, as per Chapter 39. Provide at least one drinking fountain for each floor level in Group A occupancies. Section 605. Show that aisles and seats comply with Sections 3315 and 3316. Buildings housing Group A Occupancies shall front directly upon or have access to a public street not less than 20 feet in width. The access to the public street shall be a minimum 20-foot-wide right-of-way, unobstructed and maintained only as access to the public street. The main entrance to the building shall be located on a public street or on the access way. Section 603. W. ^™ 284. Pedestrian walkway shall 509. comply with Section Lateral bracing for suspended ceiling must be provided. (UBC Table 23-P) Where ceiling is not supporting interior partitions, ceiling bracing shall be provided by four No. 12 gauge wires secured to the main runner within 2 inches of the cross runner intersection and splayed 90 degrees from each other at an angle not exceeding 45 degrees from the plane of the ceiling. A strut (adequate to resist the vertical component from lateral loads) fastened to the main runner shall be extended to and fastened to the structural members of the roof or floor above. These horizontal restraint points shall be placed 12 feet o.c. in both directions with the first point within 6 feet of each wall. Attachment of restraint wires to the structure above shall be adequate for the load imposed. UBC Standard 47-18. TITLE 24 HANDICAPPED ACCESS Provide note and details on the plans to show compliance with the enclosed Handicapped Access Check List. Handicapped access requirements may be more restrictive than the UBC. 3/28/90 16 CUNSKKVATIOH 286. Provide mechanical plans, plan details, calculations and completed forms to show compliance with state regulations for energy conservation. Provide electrical plans, plan details, calculations and the completed Form 5 or CF-5 to show compliance with state regulations for energy conservation. Incorporate in the plans or specifications the attached "Title 24 Mandatory Requirements11 and the "Title 24 Construction Compliance Statement Requirements". ADDITIONAL Please see additional corrections, or remarks, on the following page. To speed up the recheck process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes , please briefly describle them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please check. f S/3, S/4. _Yes Jto NOTE: The following provisions are contained in Title 24, Part 2, California Building Code, as adopted and enforced by the State Fire Marshall. They are provided here as a courtesy to assist designers in developing the project documents. All applicable provisions may not necessarily be included. Please direct any questions regarding interpretations of these provisions to the local Fire Department. S/l. Walls of corridors and exterior exit balconies ' in Groups A,E,I,R-1 and C Occupancies having an occupant load of more than six persons and in all other occupancies having an occupant load of 30 or more shall be not less than one-hour fire-resistive construction. Section 3305(g)l. iyfe. Where exit s igns are required by Section 3314(a), approved and listed internally, externally or self-illuminated low-level exit signs complying with Section 3314 shall be required. The bottom of the sign shall be not less than 6 inches nor more than 8 inches above the floor level. For exit way doors, the sign shall be on the door with the closest edge of the sign with 4 inches of the door frame or adjacent to the door. Such signs shall be of a type which is perceptible to the sense of touch. Section 3314(e). where exit signs are required by Section 3314(a), all exit corridors shall be provided with continuous low-level exit path marking. Approved and listed internally or self- illuminated marking shall be installed at floor level or no higher than 8 inches above the floor level. Such marking shall be of a type which is perceptible to the sense of touch. Section 3314(f). Area separation walls shall not be considered to create separate buildings for the purpose of automatic fire-sprinkler system requirements as set forth in Chapter 38. Section 505(e)6. EXCEPTION: Buildings separated by continuous area separation walIs of four-hour fire- resistive construction without openings. Buildings required to have automatic fire- sprinkler protection as set forth in Section 13113 of the Health and Safety Code (homes for children or the aged) are prohibited from using area separation walls in lieu of automatic fire-sprinkler protection. In educational occupancies, storage and janitor closets shall be of one-hour fire- resistive construction with openings protected by assemblies having at least a three-fourths- hour fire-resistive rating. Section 802(c). Section 1807 should be reviewed for all high- rise buildings. The exception in Section 3318 of the UBC has been revised so as to allow the omission of panic hardware at the main exit in churches (by using signage), only when the occupant load of the church is less than 300. If emergency warning systems are required, they shall activate a means of warning the hearing unpaired. Flashing visual warnings shall have a frequency of not more than 60 flashes per minute. Section 7204. 3/28/90 17 The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan check for your project. If you have any questions regarding these plan check items, please contact at Esgil Corporation. Blank you. Enclosures: I. 2. 3. PLftU. 3/28/90IT ELBCXRICA1* PLAH OORKECXIOIf SHEET ^ ™""" PLAH CHBOC HIMBgR= QjVOLIJK WAGGONER FLAK CHECKER: QOWEN DILLOH [DAKKEU. HORRXSOK PAGE 1/1 2.) Submit plan showing location of flV service*. 3. Submit complete one-line diagram of service and feeders. /•Indicate the grounding system to be installed for building service. Indicate ampere interrupting capacities (AIC) of service and subservice equipment. NEC 230-65/110-9. 6.^ Indicate sizes of fuses and/or circuit breakers. Indicate fuse symbols to show fault currents are limited to 10,000 amps on branch circuits, i.e. JJN, LCL. j{* If fuses are not used to limit fault currents on branch circuits to 10,000 amps, specify method to be used. Submit plan showing location of all switchboards. Indicate dimension of switchboards and control panels rated 1200 amperes or more. NEC 110-16(c). 3d. Submit plan showing location of all ' transformers. 32. Indicate the grounding system to be ' installed for transformers. NEC 250- 26(c). "NEAREST Submit complete electrical plans and yf. Provide overcurrent protection on the secondary side of transformers. NEC 240- 21/384-16(d). Submit plan showing location of all panels. 15J Submit panel schedules. 16. Specify conduit and wire sizes. 17. Specify aluminum or copper conductors and type of insulation. 18. Show approximate length of feeders. . Specify electrode conductor size and type wire, (aluminum or copper) 20J Submit electrical load calculations. 2lJ Indicate existing main service size. r-N,22J Indicate existing main service load. 23.) Indicate new additional loads. C^ 24) Indicate wiring method, i.e. EMI, metal t. MO £=*-l£* op. AC cAftue, lU CA?4S. - CITY 0£&jM4**S£ f. Show exit signs on the electrical lighting plan(s). As per Sec. 3313 and 3314 of the 1988 UBC. provide two sources of power to exit signs and exit illumination. 26. Provide receptacle(s) within 251 of the HVAC A/C units. UMC Section 509. S~*\27J Provide multiple switch lighting controls "^ per CAC, Title 24, 2-5319.~f -i •"'"»P»Ps.) Any questions on electrical please contact the plan checker shown above, at Esgil Corporation at .., u i /ni /on TITLE 24 MANDATORY REQUIREMENTS (To be noted on plans or specifications) HVAC Controls Sec. 2-5315. (a) Each HVAC system shall: 1. Be equipped with at least one automatic device for reducing HVAC energy use during periods of nonuse or alternate uses of the building spaces or zones served by the system; 2. Be able to maintain space temperature set points from 55°F to 85°F. Two or more replaceable fixed set-point devices shall be permitted if installed so as to maintain space temperature set points in the zone that they control; 3. Be able to provide sequential temperature control of heating and cooling capacity in each zone, if both heating and cooling are provided; 4. Provide a range of temperatures up to 10°F in which no heating or cooling is provided to the space, if the HVAC system has both heating and cooling capability; 5. Be able to terminate all heating at 70°F or less; and 6. Be able to terminate all cooling, at 78°F or more. EXCEPTION: Multiple zone HVAC sytems requiring concurrent operation of independent heating and cooling systems need not comply with Section 2-5315<a) 4, 2-5315 fa)5, and 2-5315(a)6. (b) Zoning. Each zone shall be provided with at least one of the devices specified in subsection (a) to control the HVAC system which serves the zone. Each floor of a building with conditioned space shall contain at least one zone. Ventilation Systems Sec. 2-5316. On mechanical ventilation supply and exhaust systems capable of moving more than 5,000 cfm of air, auto- matic dampers interlocked and closed on fan shut- down shall be provided. On gravity ventilating systems, either automatic or readily accessible manually operated dampers in all openings to the outside, other than combustion air openings, shall be provided. Doors and Windows Section 2-5317. (a) Doors and windows between conditioned and uncon- ditioned spaces, such as garages and closets for central forced air gas furnaces using outside air for combustion, shall be designed to limit air leakage into or from the building envelope. Control Devices for Indoor Lighting Sec. 2-5319. Controls for lighting loads within the building envelope shall meet each of the following re- quirements. (a) Each area enclosed by ceiling-height partitions shall have independent control of the lighting within that area. (b) Each area enclosed by ceiling-height partitions shall have at least one readily accessible manually operated switching device to control lighting within the area. For lighting controls, "readily accessible" means located so that a person using the device can see the controlled lights or the area being lit. Switching devices in addition to, but not instead of, the required readily accessible manually operated switching devices shall also be permitted. (c) The general lighting of any area 100 square feet or larger in which the connected lighting load equals or exceeds 1,0 watt per square foot throughout the entire area shall be controlled so that the load may be reduced by at least one-half while maintain- ing a reasonably uniform level of illumination throughout the area. Readily accessible switches, that control each luminaire in a space with more than one luminaire/ or that control each lamp in a space independently meet the requirements of this section. (d) In all areas where effective use may be made of natural light, lighting circuiting shall be arranged so that units, in all portions of the area where natural light is available at the same time, are switched independently of the remainder of the area. Occupant Operating and Maintenance Information to be Provided by Builder The builder shall provide the building owner, manager, and the original occupants a list of the heating, cooling, water heating, and lighting systems and features, materials, components, and mechanical devices conservation or solar devices installed in the building, and instructions on how to use them efficiently. The instructions shall be con- sistent with specifications set forth by the Executive Director. Water Heaters and Plumbing Fixtures Water heaters, showerheads, lavatory faucets and sink faucets must be certified by the California Energy Commission (Excluding: waterheaters of the non-storage electric type and lavatories in public facilities having devices that limit the flow of hot water or have self-closing faucets or having devices that limit the outlet temperature to a maximum of 110°F) Section 2-5314, Table 2-53G. TITLE 24 HANDICAPPED ACCESS CORRECTION LIST Jurisdiction Plan Check No. 9D-/.3Q9 References to section numbers with prefix "2" are to Title 2k, California Code of Regulations, Part 2 (California Building Code). Prefix "3" is for Part 3 (California Electrical Code). Prefix "5" is for Part 5 (California Plumbing Code). Exemptions claimed for any item shall be requested in writing and shall include all data needed to determine "unreasonable hardship" as described in Section 2-422. SITE DEVELOPMENT 1. (HANDICAPPED PARKING SPACES a. Provide / handicapped spaces. 2-7102(b) b. Space shall be so located that handicapped persons are not compelled to wheel or walk behind parked cars other than his/her own. 2-7102(c) c. Parking space shall be a minimum of 9 ft.xlS ft. with adjacent marked 5 ft. loading zone. Double space shall be 23 ft. wide. Where a single space is provided, the loading/unloading zone shall be on the passenger side of the vehicle. 2-7102(c). d. Maximum slope of parking surface in any direction shall not exceed 1/4" per foot. 2-7l02(e). e. Parking space(s) shall be identified with the International Symbol of Accessibility on reflectorized sign affixed to post or wall, and also duplicated on parking surface (symbol to be 36Hx36" and painted at the back of the parking stall). 2-7102(f) f. Entrance to parking area (or at each stall) shall have a sign stating that unauthorized vehivcle(s) parking in handicapped space(s) may be subject to tow-away. 2-71d2(f) g. Entrance to and vertical clearance within accessible level of parking structure shall be 8 ft. 2 in. to any structural member, duct or pipe. 2-7102(g) CURB RAMPS© a. Curb ramps shall be located wherever pedestrian path crosses curb. (2- 7103(a)) b. Curb ramp shall be 48" min. width (2- 7103(b)) with maximum slope of 1 in 12. 2-7103(d) c. A level 48" min. depth landing is required at top of curb ramps over entire curb ramp width. 2-7103(d) d. If no landing is provided, the slope of flared sides shall not exceed 1 in 12. 2-7103(d) e. Surface is to be slip contrasting finish sidewalk. 2-7103(f) resistant and a from adjacent f. Border markings shall be 12" wide of l/4"xl/4" grooves, 3/4" apart, located at top and sides. 2-7103(h) 3. 1 WALKS a. Site development and grading shall be designed to provide access to primary entrances and access to normal paths of travel and where necessary to provide access shall incorporate pedestrian ramps, curb ramps, etc. 2-7101(a) b. Walks sloping greater than 5* (1 in 20) must comply with ramp requirements of Sec. 2-3307. 2-3325(c) c. Walk width shall be 48" minimum, and shall have slip-resistant surfaces. 2-3325(a) d. The maximum cross slope shall not exceed 1/4" per foot. 2-3325(a)3 e. Gratings are not allowed whenever possible. *2-3325(b) f. At each gate or door a 60"x60" level area is required when the gate swings toward the walk. 2-3325(e) g. A 48"x44" deep level area is required when the gate swings away from the walk. 2-3325(e) h. A 24" clear space is required at strike side of gate or door. 2-3325(e) PEDESTRIAN RAMPS a. A path of travel with a slope greater than 1 in 20 shall be considered a raop. 2-3307(a) b. The maximum slope shall be 1 in 12. 2-3307(c.l) c. The width shall be 48" minimum. A minimum width of 60" is required where a ramp serves as a primary entrance to buildings having an occupant load of 300 or more. Group R Occupancies may be 36" when the occupant load is SO or less. 2- 3307(b.l) d. The surface of ramps shall be slip- resistant. 2-3307(g) e. A 60" intermediate landing is required at maximum elevation change of 30" and 72" landing at each change of direction (over 30 degrees). 2-3307(d.l) f. Landings are required at top and bottom . of ramps. 2-3307(d.l) g. Bottom landing shall be minimum of 72" in the direction of travel. Fig. 2-33- 11A h. Top landing 2-3307(d.l) shall be 60" x 60" minimum. i. When' door swings onto top landing, minimum depth of landing required is door width plus 42". 2-3307(d.l.) j. lop landing shall have 60" nin. width when door swings onto the landing, with 24" on strike side of door at exterior ramp, or 18" at interior ramp. 2-3307(d.l) k. Ramp handrails are required on each side of ramp, when slope exceeds 1 in 15. 2- 3307(e.l) 1. Ramp handrails shall be continuous, located 30"-34" in height above ramp surface, with 12" extensions beyond top and bottom, and the ends returned. 2-3307(e.l) m. Handrails shall be 1-1/4" to 2" cross section, spaced minimum of 1-1/2" from wall. 2-3307(e.l) n. A 2" high curb or wheel guide rail centered 3" + 1" above ramp surface is required on both sides where not otherwise bounded by walls when the ramp exceeds 10 feet in length. 2-3307(h.l) SPECIAL ACCESS LIFTS a. Lifts may be provided between levels, In lieu of elevator, when the vertical distance between landings, structural elevator, structural design and safeguards are as allowed by the State of California, Department of Industrial Relations, Division of Occupational Safety and Health. 2-5107(a) . b. The lift platform shall be of sufficient size to accommodate a wheelchair (30"x48"). 2-5107(a) c. There shall be a level and clear floor area or landing (60"x60") at each level for access to the lift. 2-5107(a) HAZARDS a. Provide 80" headroom from walkway surface to any overhanging obstruction. 2-3326(b) b. Headrooa of 80" minimum shall be maintained for walks, corridors, aisles, etc. 2-522(f) c. Protruding objects with leading edges between 27" and 80" above finished floor shall not protrude more than 4" into walks, corridors, etc. 2-522(f) d. Free standing objects mounted on posts between 27" and 80" above the floor may project a maximum of 12". 2-522(f) e. Abrupt changes in level exceeding 4" adjacent to walks, except between walks and adjacent streets or drives, shall be identified by 6" high warning curbs above walk surface. 2-3326(a) _. ENTRANCES AND CIRCULATION ( 7.JENTRANCES, DOORS, VESTIBULES AND CORRIDORS a. All primary entrances to buildings shall be accessible to the handicapped. 2-3301(f) b. All required passage doors shall have 32" clear opening at 90 degrees (36" door). 2-3304(f) c. At least one of a pair of doors shall meet the minimum 32" clear entrance width requirement. 2-3304(f) d. Threshold shall be no higher than 1/2" above the floor. Edge to be beveled with a slope no greater than 1 in 2, if more than 1/4". 3304(i.l) e. Exterior level landing may slope up to 1/4" per . foot in any direction for surface drainage. 2-413 f. Door hardware shall be of the lever or push type, mounted 30" to 44" above the floor and be operable with a maximum effort of 8.5 Ibs. for exterior doors and 5 Ibs. for interior doors. 2-3304(c), 2- 3304(1.2) g. The lower 10" of the door shall be of smooth, plane surface (no recess or trap) except at automatic and sliding doors. 2-3304(1.3) h. Building entrance(s) shall be identified by sign with the International Symbol of Accessibility. Show location on plan. The symbol shall be a white figure on blue background. 2-522(b) i. At turnstile, provide an access gate, 32" clear width opening, within 30 feet of turnstile. 2-3304(1.4) j. There shall be a clear area on each side of door, 60" deep in direction of door swing and 44" deep in opposite direction of door swing. 2-3304(1.1) k. Width of clear area on the swing side of the door shall extend 2k" past strike jamb for exterior doors and 18" past strike jamb for interior doors. 2-3304(i.l) . 1. The space between two consecutive doors (vestibule) shall provide a minimum of 48" clear depth between the open doorand a second closed door. Doors in a series at a vestibule shall swing in the same direction, or away from the spacebetween them. 2-3304(i.l) m. For corridors over 200 feet long, see special requirements of Sec. 2~3305(b)2. FLOORS Floors of a given story shall be a common level throughout or shall be connected by pedestrian ramps, passenger elevators, or s pecial access lifts. 2-522(e) 9. JSTAIRWAYS — ' «««, ^? XNOTE: Only applies mere disaed access is provided or required to other levels. a. Treads shall have smooth, rounded exposed edges and be slip resistant. 2- 3306(s) b. Nosing shall not project more than 1-1/2 inches past face of the riser below. 2-3306(s) c. Risers shall be sufficiently solid. 2-3306(s) d. The upper approach and lower tread of each flight of stairs shall be marked with a contrasting colored strip 2" in width. 2-3306(r) e. On exterior stairs, gacji tread shall be marked as noted above. 2-3306(r) f . Handrails are required on eacfr side of stairway. 2-3306 g. Handrails shall be located 30" to 34" above nosing, extend 12" beyond top riser and 12" plus tread width beyond bottom nosing and returned to wall/newel post. 2-3306(j.l). h. Handrails shall be 1-1/4" to 2" in gripping cross section and 1-1/2" clear of wall. 2-3306(j.l) i. Approved stairway identification signs shall be located at each floor level in all enclosed stairways in buildings two or more stories in height. The sign shall identify the stairway, indicate whether there is roof access, the floor level, and the upper and lower terminus of the stairway. The information shall be presented using raised Arabic numerals and raised braille symbols which conform to Section 522(b)3. The sign shall be located approximately 5 feet above the floor landing immediately adjacent to the door on the strike side. Signs shall comply with requirements of U.B.C. Standard No. 33-2. . ELEVATORS a. Provide clear inside elevator car dimensions as required by U.B.C. Section 5103(d) 6 and Title 24 2-5103(d.l). 1. At least one elevator in buildings 4 or more stories in height: 80" by 54", with a 42-inch side slide door. Applies only to: high-rise buildings, A/E/I occupancies, State-owned buildings, residential care homes, hotels, motels, apartments and condominiums. 2. Elevator in buildings more than two stories or buildings where disabled access is required to upper level (s): 68" by 54", with a minimum clear door width of 36". 3. Elevators other than in (b) above serving less than 50 occupants shall have a minimum inside platform of 4 feet 6 inches by 4 feet 6 inches and a minimum clear door width of 36 inches. b. Raised Braille markings and Arabic numerals are required on control buttons and door jambs. 2-5103(d.l) SANITARY FACILITIES TOILET FACILITIES ACCESS a. When located on accessible floors, sanitary facilities shall be made accessible to physically handicapped. b. Doorways shall have 32" minimum clear opening width. 2-511.1 c. There shall be a level area with 60" clear depth in the direction of the door swing, and a level area with 44" clear depth in opposite direction of door swing. 2-511. l(a) MULTIPLE ACCOMMODATION TOILET FACILITIES a. Provide clear area 60" diameter x 27" high - or clear space 56" x 63" x 27" high. 2-511. l(a) b. Doors (other than handicap compartment) are not to encroach more than 12" into above mentioned clear space. 2-511.l(a) c. Provide a 28" clear space between water closet and fixture or 32" clear space between water closet and wall. 2-511.l(a) d. A 48" long clear space is required in front of vater closet. A 60'* clear space is required when the toilet compartment has a side door. . 2-511.l(a) e. Water closet compartment door to provide 32" clear width for end entry and 34" clear width for side entry. Door to be self-closing. 2-511.l(a) INGLE ACCOMMODATION TOILET FACILITIES a. Water closet shall be located 28" from a fixture or 32" from a wall. 2-511.l(a) b. Minimum clear space in front of water closet shall be 48". 2-511.l(a) c. In an existing building, a single accommodation toilet facility may have a space 36" wide x 48 " long in front of water closet. 2-511.l(a) BARS AX WATER CLOSET a. One at side 42" long extending 24" in front of water closet; one at rear 36" long centered on water closet; both mounted 33" above floor. Where a tank- type toilet is used, grab bar may be as high as 36". 2-511. l(a) b. Bars shall be 1-1/4" to 1-1/2" in diameter with 1-1/2" clearance to wall. f'6. URINALS Bar fasteners and mounting support shall be able to withstand 250 Ibs./ft. in bending, shear and tension. 2-511. l(a) "• ' IATER CLOSET a. Height of water closet seat shall be 17" to 19" above floor. 5-1502 b. Controls shall be operable with one hand, and shall not require tight grasping, pinching or twisting of the wrist. 5-1502 c. Controls for the flush valves shall be mounted on the wide side of toilet areas, no more than 44" above the floor. 5-1502 d. The force required to activate controls shall be no greater than 5 pounds force. 5-1502 a. Where urinals are provided, the rim of at least one shall project 14" from the wall and be located 17" maximum above floor. 5-1503(a) b. The force required to activate the flush valve shall be 5 Ibs. maximum and located 44" maximum above floor. 5-1503(b) c. Provide 30" x 48" clear floor space for forward approach. 2-511.l(b) 17.1LAVATORIES a. Provide 30" x 48" clear floor space for forward approach. Said clear floor space may include knee and toe space under lavatory described below. 2-511.l(b) b. Provide clear space beneath lavatories 29" high by 30" wide by 8" deep at top and 9" high by 30" wide by 17" deep at bottom from front of lavatory (toe space). The maximum counter surface height should be 34". 5-1504(a) c. Hot water and drain pipes lavatories shall be insulated. 5-1504(b) under d. Faucet controls and operating mechanism (operable with one hand) shall be of the type not requiring tight grasping, pinching or twisting of the wrist (such as lever-operated) and an operating force not exceeding 5 Ibs. 5-1504(c) e. If self-closing valves are used, they shall remain open for at least 10 seconds. 5-1504(c) 18.1TOILEX ROOK ACCESSORIES a. Mirror bottom edge shall be located 40" maximum above floor. 2-511.l(b) b. Toilet tissue dispensers shall be mounted within 12" from the front edge of toilet seat. 2-511.l(b) c. Operating parts of dispensing and disposal fixtures (towels, waste, coin slots, etc.) shall be within 40" of floor. 2-511.l(b) SANITARY FACILITIES IDENTIFICATION a. On doorways leading to sanitary facilities the symbols to be provided are 12" Equilateral triangle for men, 12" diameter circle for women, and 1/4" thick, centered on door, 60" high and contrasting color. Unisex facilities shall be identified by the circle with the triangle superimposed within the circle. 2-511.l(a) BATHING FACILITIES a. One such facility shall comply when provided for the public, clients or employees. 2-511.l(a) b. Shower compartment shall be 42" wide, 48" deep, with a 36" wide entrance. 2-511.l(a) c. Show on the plans that the handicapped bathing facilities shall conform to requirements of Sec. 2-511a-9, 5-1505 and 5-1506, i.e., folding seat, flexible shower hose, etc. ... -•' " GEKERAL KUJU1KUUJUS DRINKING FOUNTAIN a. Drinking fountains shall be within alcoves. The alcove shall be not less than 32" wide by 18" deep. 2-511.l(c) b. When the enforcing agency determines that it would create an unreasonable hardship to locate the water fountain in an alcove, the water fountain may project into the path of travel, and the path of travel shall be identifiable to the blind as follows: (1.) The surface of the path of travel at the water fountain shall be textured so that it is clearly identifiable by a blind person using a cane. The minimum textured area shall extend from the wall supporting the water fountain to 1 foot beyond the front edge of the water fountain and shall extend 1 foot beyond each side of the water fountain, or (2.) Wing walls shall be provided on each side of the water fountain. The wing walls shall project out from the supporting wall at least as far as the water fountain to within 6 inches of the surface of the path of travel. Also, there shall be a minimum of 32 inches clear between the wing walls. c.Note on the plans that drinking fountain shall conform to requirements of Sec. 2-511c and 5-1507. PUBLIC TELEPHONE a. Provide space 30" x 48" for forward or parallel approach to telephone. 2-511.1(4) b. Note on the plans that public telephone shall conform to requirements of Sec. 2-511.1(4). CAL REQUIREMENTS 15, 20 and 30 amp receptacle outlets shall be installed not less than 12" above floor. 3-210-50(e) b. Center of switches shall be located not less than 36" nor more than 48" above the floor. 3-380-8(c) PLUMBING REQUIREMENTS a. Where kitchenettes employee break rooms customer lounges, controls at kitchen are provided at conference areas, etc., the faucet sinks shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist (i.e., use lever- operated, push-type, etc.)- If self- closing valves are used, they shall remain open for at least 10 seconds. 5-1508 GROUP A OCCUPANCY RKQUikiWEStS AUDITORIUMS, ASSEMBLY HALLS, THEATRES, ETC. a. Seating and toilet facilities for the handicapped shall be accessible from the main lobby or primary entrance. 2-611(b) b. This structure requires ________ wheelchair seating spaces. In theaters and auditoriums, the seating shall be provided in a variety of locations so as to provided a choice of admission prices. 2-611(b) c. Each wheelchair space shall be 60" x 30" and level. 2-611(b) d. When the seating capacity exceeds 300, the wheelchair spaces shall be in more than one location. 2-6Il(b) e. This structure requires seats for semi-ambulant persons. 24". Clear leg space shall be at least 2-611(b) f. Stages, enclosed and unenclosed platforms, orchestra pits, ticket booths, and refreshment sales facilities shall be made accessible. 2-611(b) STADIUMS, GRANDSTANDS, BLEACHERS, PAVILIONS, GYMNASIUMS a. This structure requires __ wheelchair seating spaces. In theaters and auditoriums, the seating shall be provided in a variety of locations so as to provided a choice of admission prices. 2-6ll(c) b. When the seating capacity exceeds 300, the wheelchair spaces shall be in more than one location. 2-611(c) c. Ticket booths must be accessible from both sides. 2-611(c) d. Participation areas such as ball courts, exercise rooms, tracks, and clubrooms must be accessible. 2-611(c) e. Spectator and participant sanitary and locker facilities must conform to the requirements of Chapter 2-5. 2-611(c) 1?7. DINING, BANQUET AND BAR FACILITIES a. Access shall be provided at primary entrances. 2-611(d) b. Wheelchair access shall be provided to all areas where each type of functional activity occurs. 2-611(d) c. This facility requires ------- .„.--'--wheelchair seating spaces^2-611(d) d. At least one wheelchair seating space shall be provided for each dining, banquet and bar area. 2-611(d) e. Access to wheelchair seating spaces shall be provided by 36" minimum clear width main aisles. 2-611(d) f. Cafeteria line aisles shall be a minimum of 36" clear width. 2-611(d) g. Access to food preparation areas shall comply with provisions for entrance doors and doorways contained.in Section 2-3304. 2-611(d) h. Restrooms and powder rooms shall conform to the requirements in Section 2-511. 2-611(d) . RELIGIOUS FACILITIES a. Sanctuary areas shall be accessible. 2- wheelchair seatingb. Provide spaces in the sanctuary. Use Section 2- 2-611(e) c. Provide wheelchair access to raised platforms, choir rooms, choir lofts, performing areas and other s imilar areas. 2-611(e) d. Assembly areas along with enclosed and unenclosed platforms and stages shall be made accessible. 2-611(e) e. Sanitary facilities shall conform to the requirements of Chapter 2-5. 2-611(e) ASSISTIVE-LISTENING DEVICES a . Assembly areas with permanently installed public address systems (other than exclusively for paging or background music), shall' provide assistive-listening systems for people with hearing impairments. 2-611(f) b. Since the capacity of the assembly area exceeds 99, this facility requires _ personal receivers 'to be available on request. 2-611(f) c. If the system provided is limited to specific areas or seats, then such areas or seats shall be within a 50-foot viewing distance of the performing area. d. A sign shall be posted in a prominent place indicating the availability of assistive-listening devices. The sign shall include the international symbol of deafness and wording that states "Assistive-listening System Available". GROUP B OCCDPAHCY. KJSyu.LKUUJf.di 30. Group B occupancies used for assembly purposes but having an occupant load of lessthan 50 shall conform to all the requirements for Group A occupancies covered in Section 2-611. 2-712(d) . SALES FACILITIES a. General sales, display and office areas together with related toilet rooms must be accessible. 2-712(b) b. Sales employee work stations shall be located on accessible levels. Employee work areas shall be accessible to employees in wheelchairs, and the customer side of sales or checkout stations shall be accessible. 2-712(b) c. This facility requires stands accessible to handicapped, based check the physically upon 1 for 8 checkstahds or less, 2 for 9 or more. 2- 712(b) d. Where quick check stands are provided, at least one shall be accessible. 2-712(b) e. Check stands shall be made accessible by providing a 36" aisle on the customer side of the stand. 2-712(b) f. Accessible check stands shall be identified by the International Symbol of Accessibility and shall state, "This check stand to be open at all times for handicapped/physically disabled customers". 2-712(b) FITTING OR DRESSING ROOMS a. Where fitting/dress ing rooms are provided for male or female customers, one for each type shall be usable by the physically handicapped. 2-712(b) b. Minimum dimension of room shall be 60" x 60". 2-712(b) c. Bottom of the mirror shall be located within 20" of the floor. 2-712(b) d. Height of clothing hooks shall not be greater than 48" from the floor. 2-712(b) GROUP H OCCUPANCY a. Accessible sanitation facilities in all Group H Occupancies shall be provided as specified in Chapter 2-5. 2-913(a) b. Accessible floors and levels shall comply with the requirements specified in Chapter 2-5. 2-913(a) c. Employee work areas shall be accessible by means of a 36-inch minimum aisle width, and a 32-inch minimum clear opening door width. 2-913(a) ADDITIONS, ALTERATIONS AND REPAIRS TO EXISTING BUILDINGS. (2-110A(b)ll) 34f. The area of specific addition, alteration / and/or -repair, shall comply with the ( provisions of Title 24. Additionally: a. The primary entrance to the building and path of travel to the specific area shall be accessible to the handicapped persons. Compliance must be shown, beginning from the existing parking area and leading to the area of alteration. b. Existing restroons, water fountains, and public telephones which serve said specific area must be shown to be accessible to and functional for handicapped persons. c. Information regarding handicapped accessibility shall be posted in lobby per Sec. 2-522. 12/Z9/89 DOCUMENTATION OF UNREASONABLE HARDSHIP Job Address ; Plan Check No_ Owner Date It is requested that the above named project be granted an exception from the requirements of the State of California Title 24 handicappedaccessibility provisions, as specifically noted below: 1. EXCEPTIONS REQUESTED ESTIMATED COST OF ITEMS TO BE EXEMPTED 2» The cost of all construction without excepted items, is; ^ 3. The impact on financial feasibility of the project, if the requestedexception is not approved is: « 4. The facility is used by the general public for the purpose of: 5. The exceptions being requested will not penalize handicappedaccessibility as equivalent facilities are available as follows: 6. Exceptions requested, and data provided, by: Department Use Only Findings and Decision of the Enforcing Official: Signature of Enforcing Official Date HA-1 010190 Datet Jurisdiction Prepared byi VALUATION AND PLAN CHECK FEE Q Bldg. Dept D Esgil PLAN CHECK N0._ BUILDING ADDRESS _ APPLICANT/CONTACT £. BUILDING OCCUPANCY PHONE NO. DESIGNER PHONE TYPE OF CONSTRUCTION i/XZ.CONTRACTOR PHONE BUILDING PORTION P/)-y CA£F +t>Pftt£- — Air Conditioning Commercial . ' Residential Res, or Conun. Fire S-prinklers Total Value BUILDING AREA Pep* <L/rv^ \J •• VALUATION MULTIPLIER ft-Mlfr'r/Qt_) *. @ § ,e • • VALUE ^7, ^^(5, • ^7. ^«DC; Building Permit Fee $. Plan Check Fee $ COM HCNTSi SHEET / OF / It! d T CJ 0 \. -J. ^ BUILDING PLANCHECK ENGINEERING CHECKLIST DATE:-—p 90_J I F / V /i?1s T C H E C K 2 N D C H E C K PLANCHECK NO. 9O ~ i^O-) 3 2.1O t> E L R A^TRO I_N] R D /-.'- -- »'::! .'M-- ^ ! C PROJECT ID: H E LEGAL REQUIREMENTS C K Site Plan ITEM COMPLETE ITEM INCOMPLETE - NEEDS YOUR ACTION X ITEM SELECTED D D 1. Provide a fully dimensioned site plan drawn to scale. Show: north arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of- way width and dimensioned setbacks. 2. Show on site plan: Finish floor elevations, pad elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes, driveway with percent (%) grade and drainage patterns. SHOW " """OP SLOPE IN) RDMZ YARD 3. Provide legal description and Assessors Parcel Number. Discretionary Approval Compliance \/ 4. No Discretionary approvals were required. 5.Project complies with all Engineering Conditions of Approval for Project No. . 6. Project does not comply with the fol1 owlng Engineering Conditions of Approval for Project No. Conditions complied with by: Date: Field Review 7. Field review completed. No issues raised. . 8. Field Review completed. The following issues or discrepancies with the site plan were found: A. Site lacks adequate public improvements. B. Existing drainage improvements not shown or in conflict with site plan. C. Site is served by overhead power lines. D. Grading is required to access site, create pad or provide for ultimate street Improvement. FRM0010.DH 08/29/89 E. Site access visibility problems exist. Provide onsite turnaround or engineered solution to problem. F. Other: Dedication Requirements No dedication required. /g*j I yq y77 .10. Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an &%" x 11* plat map and submit with a title report and the required processing fee. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. The description of the dedication is as follows: _____ ___________ Dedication completed, Date: By:. Improvement Requirements .11. No public improvements required. SPECIAL NOTE: Damaged or defective improvements found ad.iacent to building site must be repaired to the satisfaction of the Cltv inspector prior to occupancy. .12. Public improvements required. This project requires construction of public improvements pursuant to Section 18.40 of the City Code. Please have a registered Civil Engineer prepare appropriate improvement plans and submit for separate plancheck process through the Engineering Department. Improvement plans must be approved, appropriate securities posted and fees paid prior to Issuance of permit. The required Improvements are: Improvement plans signed, Date: By:. FRM0010.DH 08/29/89 .13. Improvements are required. Construction of the public Improvements may be deferred in accordance with Section 18.40 of the City Code. Please submit a letter requesting deferral of the required improvements together with a recent title report on the property and the appropriate processing fee so we may prepare the necessary Future Improvement Agreement. The Future Improvement Agreement must be signed, notarized and approved by the City prior to issuance of a Building Permit. Future Improvement Agreement completed, Date By: Grading Requirements 13a. Inadequate information available on site plan to make a determination on grading requirements. Please provide more detailed proposed and existing elevations and contours. Include accurate estimates of the grading quantities (cut, fill, import, export). \f 14. No grading required as determined by the information provided on the site plan. 15. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted for separate plan check and approval through the Engineering Department. NOTE: The Grading Permit must be issued and grading substantially complete and found acceptable to the Citv Inspector prior to issuance of Building Permits. Grading Inspector sign off. Date: By: Miscellaneous Permits / 16. Right-of-Way Permit not required. .17. Right-of-Way Permit required. A separate Right-of-Way Permit issued by the Engineering Department is required for the fol1 owlng: Sewer Permit is not required. Sewer Permlt i s requ1 red. A Sewer Permlt i s requ i red concurrent with Building Permit issuance. The fee required 1s noted below in the fees section. .20. Industrial Waste Permit is not required. FRM0010.DH 08/29/8S .21. Industrial Waste Permit 1s required. Applicant must complete Industrial Waste Permit Applicantion Form and submit for City approval prior to issuance of Building Permits. Permits mustbe Issued prior to occupancy. Industrial Waste Permit accepted - Date: By: Fees Required Kl/A 22. Park-in-Lieu Fee Quadrant: Fee per Unit: Total Fee: KL/A 23. Traffic Impact Fee Fee Per Unit: Total Fee: M/fl 24. Bridge and Thoroughfare Fee Fee per Unit: Total Fee: si/A 25. Public Facilities Fee required. ,26. Facilities Management Fee Zone: Fee: 27. Sewer Fees Permit No. _ EDU's Fee: _ Kl/A 28. Sewer Lateral required: Fee: X REMARKS: SMO^ TD£ OP &LQPE IKl TP t=AOE nP POOPOSFD ENGINEERING AUTHORIZATION TO ISSUE PERMIT BY: S.SCHEDBJ Data:/J5 SEP FRM0010.DH 08/29/89 rK 'if .^ V V 41 Plan Check Planner PLANNING CHECKLIST -/&><? Address Phone 438-1161 APN: (Name) Type of Project and Use Zone r "C-x Facilities Management Zone Legend D D Item Complete Item Incomplete - Needs your action 1, 2, 3 Number in circle indicates plancheck number where deficiency was identified Environmental Review Required: YES DATE OF COMPLETION: NO TYPE Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval D Discretionary Action Required: YES _ NO _ TYPE (X. APPROVAVRESO. NO. PROJECT NO. DATE: OTHER RELATED CASES:r\ Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval 52T]D D Coastal: YES NO DATE OF APPROVAL: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval D Landscape Plan Required: YES NO :f See attached submittal requirements for landscape, plans Site Plan: HI U ODD ODD DDD DDD 0 n O f 1 I^m?perry //h& ot> l. Zoning: 2. 3. 4. 1. Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimensioned setbacks. Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes and driveway. Provide legal description of property. Provide assessor's parcel number. 2. 3. 4. Setbacks: Front: /Int. Side: (^Street Side: Rear: Lot coverage: Height: Parking: Required Required Required Required Required Required Spaces Required Guest Spaces Required Shown Shown Shown Shown Shown Shown Shown Shown Additional comments and remarks have been made on the building plans. These marked-up plans may be picked up at the Building Department. These marked-up plans must be resubmitted with the revised plans for this project. Have plans been marked up? YES Additional Comment; OK TO ISSUE c: Data Entry PLNCK.FRM M C C RANCHO PONDEROSA HOMEOWNERS ASSOCIATION, INC. October 4, 1990 Mr. Paul DeGregorio 2706 El Rastro Lane Carlsbad, CA 92009 Dear Homeowner: I am writing on behalf of the Rancho Ponderosa Board of Directors. Thank you for your recent application for architectural improvements. This letter is to inform you that your plan(s) has/have been approved by the Rancho Ponderosa Architectural Committee and the Board of Directors. Please be aware that this letter does not constitute approval of any City or County codes. Any and all damage to the common area due to this work will be the responsibility of the homeowner to repair to its original state. Linda Bogle Property Manager LB/cw Enclosure cc: Board of Directors REAL ESTATE MANAGEMENT & MARKETING 10455 SORRENTO VALLEY ROAD, SUITE 102, SAN DIEGO, CA 92121 (619) 587-9844, 436-4560 Rancho Pondeio- 'T^w*iowners Association (Including Lar Escape Installation/Addition) Date Submitted Date Received Homeowner Name(s) Lot*Home Pbon Work Phone Address 9706 £L General Description of Work to be Performed:"' - • • •• "~- " '*" "—~- — "— 'Ww)OF /*W"*b &F Type of Material to be Used;n>/g>T"e P$\ D If the box at the left is checked, please contact adjoining homes and get their approval below: Owner Name/Address: Signature Dale Phone Owner Name/Address: Signature Date Phone Owner Name/Address: Signature Date Phone Owner Name/Address: Signature Date Phone Please attach a sketch, photograph, contractor proposal, blueprints, architectural drawings, paint samples, etc. as necessary to completely describe the requested installation/addition. Mail this completed form (with attachments as above) to: Rancho Ponderosa Architectural Committee c/o Curtis Management Company 10455 Sorrento Valley Road #102, San Diego, CA, 92121 DO NOT WRITE BELOW THIS LINE Architectural/Landscape Commitee Approval/Denial Approved/Da,^Denied/Date 'ommended or Acceptable Changesb^ui A Form Revised: a/15/89 2560 ORION WAY . CARLSBAD, CA 92008 Cttp of Carltffaab FIRE DEPARTMENT PAGE 1 OF (619) 931-2121 "7^PBrviFfiT , L-i£-^ i^L^st^ s j?—.U-lr^W f-fcr^-. -L ARCHITECT nWNFR OCCMRANnv CONST. DSPRINKLERED D TENANT IMP. PLAN CHECK REPORT ADDRESS 3 JO (a ADDRESS ADDRESS TOTAL SO. FT. £j£ K APPROVED X' DISAPPROVED PLAN CHECK* '&***&*>-' PHONE «• PHONE STORIES APPROVAL OF PLANS IS PREDICATED ON CONFORMING TO THE FOLLOWING CONDITIONS AND/OR MAKING THE FOLLOWING CORRECTIONS: 1. 2. 3. 4. 5. 6. 7. PLANS, SPECIFICATIONS, AND PERMITS Provide one copy of: floor plan(s); 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, COi, 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: D Automatic fire sprinklers (Design Criteria: ) D Dry Chemical, Halon, COa (Location: , _) D Stand Pipes (Type: D Fire Alarm (Type/Location: Fire Extinguisher Requirements: D One 2A rated ABC extinguisher for each extinguisher not to exceed 75 feet of travel. D An extinguisher with a minimum rating of sq. ft. or portion thereof with a travel distance to the nearest _ to be located: D Other: 8. Additional fire hydrant(s) shall be provided EXITS . 9. Exit doors shall be openable from the Inside without the use of a key or any special knowledge or effort. .10. A sign stating, " This door to remain unlocked during business hours" shall be placed above the main exit and doors .11. EXIT signs (6" x 3A" letters) shall be placed over all required exlrts and directional signs located as necessary to clearly indicate the location of exit doors. GENERAL .12. Storage, dispensing or use of any flammable or combustible liquids, flammable liquids, flammable gases and hazardous chemicals shall comply with Uniform Fire Code. ,13. 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. ,14. Additional Requirements. . , .15. Comply with regulations on attached sheet(s). Plan Examiner 1_ : __,—S^'C—^.<->.i Report mailed to architect Met with Date. \.Attach to Plans ^^-c^-^gg TH&A Engineering and Code Consultants 1941 Continental Lane SMCETNO OF. CALCULATED §T. CHECKED §Y__DATE. 1610)746-5112 TH&A Engineering and Code Consultants 1941 Continental Lvw WESTERN REGION 3467 Kuril Slr«t Sjn Diego California 92110 P»ion« (714) 224-2911 WOODWARD-CLYDE CONSULTANTS CONSULTING ENGINEERS. GEOLOGISTS ANO ENVIRONMENTAL y--.- 1 4 "'••"•" San Diszo: Call?. Project No. 77-105-3F March 14, 1977 Ponderosa Homes, Incorporated 2082 Business Cencer Drive, Suite 100 Irvine, California 92664 Attention: Mr. John Svalbe F.INAL REPORT OF ENGINEERING OBSERVATION AND COMPACTION TESTING RANGHO DEL PONDEROSA UNIT NO. 4 (CARLSBAD TRACT 73-18) LOTS '234 THROUGH 320 CARLSBAD, CALIFORNIA In accordance with rhe request of Mr. Run SchukclCord of your t'i rui we have provided soil engineering services in conjunction with the j'.r:ulLnn of the subj Cft : site . Hi esc scrv ices • ncLuclcd : (1) Engineering observation of the grading operation. (2) Observation of the excavation of loose surface and alluvial soli prior to placing new fill. (3) Taking field density cests in the fill placed and compacted. (4) Performing laboratory tests on representative samples of the material used for fill. GENERAL SITE. GRADING Site preparation, compaction, and testing were done between January 20 and February 24, 1977, In accordance with the "Spec if ie.it Lous for Controlled Fi 11" in the Woodward-Gi zienski and Assoc Intus rcpo rt entitled "Soil Investigation \c-.t the Proposed Ponderosn Homos Development, Olivenhain Area, California," dated November 17, 1972. i)';;! Hi imi*:: , N»> . / /-I I/,, 19/7 I nc <> r JM i l":i I I Fill was placed, compacted and tested on £ILI and cut-fill Lois 2M through 249, 252 through 259, 262 through 265, 268, 271, 277 through 289, 294, 295, 296 and 311 through 318. The grading operation essentially consisted of the removal and recompaction of alluvial or loose surface soils on Lots 241 through 248, 253 through 257, 262 through 265, 268, 277 through 283, 285 through 289, 294, 295, 296 and 313 through 318. Alluvial soil was not excavated from the area of Lot 252, a proposed park site, and this lot was raised approximately 2.5 above design grades with compacted and testeu fill. As the sice grading progressed, the compaction procedures were observed, and field density tests were made to determine the relative compaction of the fill in place. Field observations and field density test results indicate that the fill has been compacted to 90 percent or more of maximum laboratory density. The approximate locations of field density tests and the limits of compncted fill have been recorded on a copy of the grading plan for reference. The results of field density tests and of relative compaction, expressed as a percent of maximum laboratory density, are given on the attached forms. Laboratory tests to determine moisture-density rcl at ionships, ninx iiiuun dry density , opt Itmim moisture content , g r;i in s L •/.<.• di si r Unit ion , plasticity characteristics, and strength and swell characteristics wc>re performed on representative samples of the material used for fill. The results of laboratory tests are given on the attached forms. FINISH GRADE SOIL CONDITIONS Fill Lots Laboratory tests and visual inspection indicate that nonexpansive fill was placed within 2 feet of rough grade on all fill and cut-fill lots noted herein. A visual inspection of cut and thg cut portion, of cut-fill Lots 239, 240, 241, 250, 251, 253, 260, 26lJ 262,|265, 266, 267, 268, 269 through 277, 289 through 293, 295 through 311, 318, 319 and 320 at completion of grad ing indicates that potentially expnnsivc soil is noc t*videm at rough grade surface. WOODWARD-CLYDE CONSULTANTS t'l 'Illll't 'K1.I | III 111 I'M . | IK'.i i 1 j HI I , I 1 I'll I'rujtri No. //-I (]'>-MK FOUNDATION RECOMMENDATIONS - ALL LOTS (1) Foundations for single or t«>-story residential structures placed on nonexpansive undisturbed soil or nonexpansive properly compacted fill may be designed for bearing pressures of 2,000 and 4,000 psf (dead plus live loads) at a depth of 12 inches below~compacted fill or undisturbed cut lo<- grade, respectively. Soil bearing pressures of 2,500 and 5,000 psf are recommended for fill and undisturbed natural sandstone, respectively, at a depth of 18 inches. Footings should have a minimum width of 12 inches. These pressures may be increased by one- third for loads that include wind or seismic forces. (2) Structures that will not tolerate differential s (such as foundations, swimming pools, concrete decks , wails, uic .) should not be located within 5 feet of the top of .1 -slope. Footings located closer than 5 feat from the top of a slope should be extended in depth until the outer bottom edp.e of the footing Is 5 fuct liorf x.i>nL;iLl y from ttic outside face of the slope. LIMITATIONS Except for Lot 252, the elevations of compnc tion tests shown as finished grade ( FG) tests correspond to the cluv;it ions shown on Lho & railing plans for "Carlsbad Tract 73-18 (Rancho Del Ponderosa) Unit No. A," dated July 22, 1976, prepared by Rick Engineering Company, San Diego, California. Elevations and locations shown in this report are based on field surveys established by others. This report covers the fill placed under our observation during the dates specified herein. Additional fill placed after these dates, as well as the backfill in utility trenches located within 5 feet of a building and greater than 12 inches deep, or any trench 5 feet or more from a building and in excess of 5 feet in depth, should be 'compacted under the observation of this office and tested to ass-ure compliance with the earthwork specifications for the project. This office should be contacted at least 24 hours prior to backfilling operations. Utility service trenches within 5 feet of a building that are perpendicular to the building footings and arc less thnn 12 inches wide and loss thnn 2 feet deep are not subject to this recommendation. WOODWARD-CLYDE CONSULTANTS ri>mU'i'i>s;t liiMiir:;, htroi i»<i I .il IM| ITfiJct-t Nil. 77-M)r>-MJ* MiircU l'», l'J/7 Tlio in. spec Lions of found at l«n pri>p:irnt Ion , t y|n.'S of mmcr inl s nnd an i 1 placement and compaction, as well as tests of compaction made during the period of our services on the subject site, wcro in accordance with the local acceptable standards for this period. The conclusions or opinions drawn from the tests and site inspections apply only 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 the site by others, or by uncontrolled action of water, or by failure of others to properly repair damages caused by uncontrolled action of wa te r . Very truly yours, -Janes L. Henry, Proj ect "Supervisor Richard P. While, R.E. 2i992 JLH/RPW/EIIP/lfcm Attachments (2) Ponderosa Homes - Irvine Ponderosa Homes - San Diego, Attention: Sheila Allen WOODWARD-CLYDE CONSULTANTS PLASTICITY CHARACTERISTICS Liquid Limit, % Plasticity '"dox. % Classification by Unified Soil Classification System 15 NP 16 2? 1 SM 150 140 130 120 no 100 COBBLES CiRAVLL- — , Xc ] f SAHI) "cTV! f SILT i CLAY H- o 100 I 80 ii: eo 40 90 80 \ _DRY UNIT WEIGHT, pel |\i 1, \ \ 17 ^^^ \AV\ i \ \ fp 2ER( — 2.3 2. \ni\\ — \ \ \^ \ \Ay \ \\ \ \ ^\ \ N \ \ 1C : -y / , i \ A V 0» > \ DA 3SC 70 2.6< - 2, IYA\ vr\ VH \y IR VOIDS CURVES SG DSG 50 SG k \xiEK ^ Maximum Dry Density, pcf Optimum Moisture Content, % ^ \ N M\ !\\\ 1i 15 117.5 12.5 ss \ \ K\A\\s s 16 1?l n 12.5 MOISTURE a! 20 0 1C DIRECT SHE; Dry Density, p Initial Water C Final Water Cc Apparent Coh Appaient Fnc SWELL TEST Initial Dry Der \Initial Water C \\ Final Dry Den ^\\ Final Water Co \ \ \ \\\\ OA\ > \ Vw Load, psf Swell, percent V \\\\ M 1 \\\! 131.0 9.0 CONTENT, % \\-\ \ ^>\\\ ^\N"SN N\1 1000 100 10 1.0 0.1 0.01 0.001 GRAIN SIZE, mm MECHANICAL ANALYSIS DIRECT SHEAR TEST DATA Dry Density, pci Initial Water Content, % Final Water Content. % Apparent Cohesion, psf Apoaient Fncrion Angle, degrees 16 109 12 15 570 20 SAMPLE LOCATION 15 1$ 17 Lot 314 Fill Area Lot 391 Fill Area LaOuela Ln Oun lot 208 10 20 30 LABORATORY COMPACTION TEST 40 LABORATORY COMPACTION TEST METHOD: ASTMD 1557-7Q A FILL SUITABILITY TESTS RANCHO OEL PQNOEROSA UNIT 3, 4, AND 5 DRAWN BY;' Rirk CHECKED PROJECT NO:GATE:FIGURE NO: WOODWARD-CLYDE CONSULTANTS COMPACTION TEST RESULTS Jo. NAM. KANCHO UE PUNUtKOSA UNIT 4 JOB NUMVCR 77-105-OF OATMCOVEHED JAN 21 - JAN 26 D*T£ R*,.o«rtD OF MARCH 14 OATB T*mr KCTKIT NUMBC* or JAN 21 1 2 3 4 5 JAN 24 6 7 8 9 10 11 12 13 14 15 JAN 25 16 17 18 19 i 20 2 22 23 JAN 26 24 25 26 27 28 29 30 31 32 MOI«TU*K n«UO LA BOB A TOUT UoCATtOM CL*V*TION CONTENT OCMXTY O«H«ITY or T*«T » o*» wr. rcr LOT 316 134' 9.9 112.8 317 138' 10.5 113.0 315 38' 11.1 114.0 316 U2' 11.1 114.2 314 142' 10.5 114.3 LOT 295 140' 10.5 113.3 294 US' 11.7 113.0 287 48' 13.0 109.2 287 153' 11.7 109.7 288 158' 10.5 110.3 286 58' 11.1 109.9 . 289 - 162' 12.3 " 108.9 287 162' 11.7 110.0 285 162' 11.1 110.0 288 1 66' 11.1 109.2 LOT 286 166' 10.5 112.2 284 1641 11.1 109.8 263 1 60' 11.1 111.3 264 165' 10.5 111.0 - 262 165' 11.1 110.3 28 1 62' 11.7 111.0 283 163' 10.5 112.8 284 167' 9.9* 112.0 LOT 282 167' 10.5 112.1 280 167' 1.1.1 113.8 279 1 281 1 7V 9.9 113.8 7V 10.5 112.7 278 175' 11.1 110.0 280 175' 10,5 110.0 279 178' 10.5 112.7 256 . 166' 11.1 111.2 257 17V IV. 1 110.9 K' 122.0 122.0 122.0 122.0 122.0 122.0 122.0 121.0 121.0 121.0 121.0 121.0 121.0 121.0 121.0 121.0 121.0 121.0 121.0 121.0 121.0 121.0 Ul.Q 121.0 121.0 121.0 121.0 118.5 118.5 118.5 121.0 121.0 • •LJ.TIV* COMPACTION % or LA«. ot*«. 92.4 92.7 93.4 93.6 93.7 93.0 92.6 90.4 90.7 91.3 90.8 90.0 91.0 91.0 90.3 92.8 90.7 92.0 91.7 l 91.2 i 91.8 r 93.1 92/5 92.6 94.0 94.0 93.0 92.8 92.8 95.0 92.0 91.6 DONALD D. GOERTZA.I.A. AND ASSOCIATES ENERGY REQUIREMENTS Building Shell 1. Minimum insulation shall be R-19 for roof and R-ll for walls. 2. All openable windows and sliding doors shall limit air leakage and be certified and labeled to comply with the following standards: a) Metal windows and doors ANSI A-134.1 & A-134.2. b) Wood windows and doors NWMA 2-73 & 3-70. 3. Fixed windows shall be sealed to limit air infiltra- tion with weatherstripping around all four edges. 4. All exterior doors shall limit air leakage around their perimeter when in a closed position. a) Provide seal or astragal at head, sill and jambs. b) Doors mounted on the inside or the outside of exterior walls shall have a minimum 1" lap at jambs. c) Meeting portions of sectional, bi-parting, or double doors shall be provided with a weather- tight astragal or seal. 5. Open exterior joints around window and door frames, between walls and foundations, between walls and roof, between wall panels, at penetrations of utilities through the envelope, shall be sealed, caulked, or weatherstripped to limit air leakage. 6. A "Certificate of Compliance" signed by the Owner, general contractor, or engineer shall be given to the department stating that the work has been performed and materials installed according to the plans and specifications affecting non-residential energy. Plumbing 1. Water heater shall meet ANSI Z-21-10.3 requirements. 2. All lavatories and faucet fixtures shall be equipped with 3 G.P.M. water flow restrictors. 881 Camino del Rio South / San Diego, California 92 108 / (714) 299-0552 ZONING z HOUSING Z VIOLATION ADDRESS OCCUPANT_ OWNER OWNER ADDRESS COMPLAINANT ADDRESS COMPLAINT Investigation Report PARCEL PHONE PHONE PHONE NATURE OF COMPLAINT LOG TRACT FIELD INFORMATION CODE SECTION / /' ^ REVERSfE SIDECONTINUE ON RECEIVED BY DATE CLOSED OFFICER > > wcn co n3"ro t-o o J3 lO Oro ho M Ol ON 'OH- M H-(n 3 coD. rr 0 rt to W hS|•o co nT3 rrre NJo. o o U HIrr HI p.re n4* re h*. <o to N) f 01 toOTH •O (BIB 1 0toco -o .a T3c reto o.rtre tort HtO -M- O —rt •UiHt 00o1 *Oreo rto3 <na ja H itleuare foot fotercial/ Indusrt rtrth* rtto rei-1 at • **n.regrrp-P>1— • C3torrre K.^V~>^O-.V^X N.v1 \^* 1*. Is.^Ax1 %Axi T^v ^> ^r^xv ^ -j f""*7 ~j O\ O i7~> ^1 ft *— "0 oogg-^. M3a.&Jflrr "1rere t-1 re< H-re•ft^ •M- crunfoex. 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M 3 0031 0Hi 3- 0 0 PI3 00 > COto n o r—rt u h-> «o an i HI 10 Mo H- „ . re o <to co H' re o 1-1cr ™ w x> wa M re M3 a, HI o h* rt O ZHI co re rtr* C -Q re i^- C (Ua. h- H-a rt TIH- re rt3 30oo re LJ.3 IBO rr ore CO rrT3to ton TO 3rr 3 a a3 re ore Q. rt3 cr o T cr g. <-• J H> <^- »-• rea. rtrt H- t* 3" 3 H, re TO ^ oPIptJ-1h-( •-1O M I-l OH > Mj H I-l O OTI Z 0 O> -*1p«CO O MPLIANCEBADTIr-to3 O31 (BnW =5O NT\ ^Ji\iV CERTIFICATION OF COMPLIANCE CITY OF CARLSBAD Flan Check No. DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS CARLSBAD, CA 92009 (619) 438-1161 his form shall be used to determine the amount of school fees for a project and to verify .hat the project applicant has complied with the school fee requirements. No building ermits for the projects shall be issued until the certification is signed by the .ppropriate school district and returned to the City of Carlsbad Building Department. ;HOOL DISTRICT: Carlsbad Unified e Avenue frlsbad, CA 92009 (434-0610) Encinitas Union Elementary 189 Union Street oh Encinitas, CA 92024 (944-4306) reject Applicant: reject Address: San Marcos Unified 270 West San Marcos Blvd. San Marcos, CA 92069 (744-4776) San Dieguito Union High School 710 Encinitas Boulevard Encinitas, CA 9202*1 (753-6491) APN: T/ec .ESIDENTIAL: SQ. FT. of living area _J_ SQ. FT. of covered area .OMMERCIAL/ INDUSTRIAL: SQ. FT. AREA •repared By Number of dwelling units SQ. FT. of garage area Date FEE CERTIFICATION (To be completed by the School District) Applicant has complied with fee requirement under Government Code 53080 Project is subject to an existing fee agreement Project is exempt from Government Code 53080 Final Map approval and construction started before September 1, 1986. (other school fees paid) Other Evidential Fee Levied: % orra/Indust Fee Levied: S based on based on sq. ft.@ * 7S *f sq. ft.@ ___ __ c'nool District Official 'Title Date/ 3 2926 and SB 201 fees are capped at 51.58 per square foot for residential. 3 2926 is capped at $.26 per square foot for commercial/industrial.