Loading...
HomeMy WebLinkAbout1945 PALOMAR OAKS WAY; ; CB880079; Permitr '0 I hereby affirm that I am licensed under I provisions of Chapter 9 (commencing with Soctlon,7000) of Division 3 of the Business I and Professions Code, and my license is in I L full force and effect -v •'.i hereby affirm that i am exempt from the Centtac- fur'S 'License Law for the following reason (Sec 7031 5 - Business and Professions Code Any city or county which re- lluites,a permit to construct, alter, improve, demolish, or x, repair any structure, prior to its issuance also requires the ap- pticani for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor ..license Law (Chapter 9 commencing with Section 7000 of Division 301 the Business and Professions Code) or that is ex- empt therelrom and the basis for the alleged exemption Any -' violation of Section 7031 5 by an applicant for a permit sub- I lects the applicant to civil penalty at not more than live hun- dred dollars ($500) ac I I I. as owner of the property or my employees with wages 11161 as their sole compensation, will do the work, and the struc' turn is not intended Or offered for sale (Sec 7044. Business .J and Professions Code The Contractors License Law does not apply to an owner of property who builds or improves m thereon and who does such work himself or through his own emplsyeen. provided that such improvements are not intend- UI ed or offered tot sate If, however, the building or improve- Z 3t merit is sold within one year of completion, the owner-builder will have the burden of phoning that he did not build or im- prove for the purpose of sale( I, as owner of the property, am exclusively contracting I wit censed contractors to construct the project (Sec 7044 Business and Professions Code The Contractor's License Law does not apply loan owner of property who builds or im- I proves thereon and who contracts for each protects with a contractor(s) license pursuant to the Contractors License Law) 1 As a homeowner lam improving my home, and the follow Ong conditions exist . 1 The work is being performed prior to sale 2 I have lived in my home for twelve months prior to completion of this work. 3 I have not claimed this exemption during the last three years 13 tam exempt under Sec - BA PC for this reason I hereby affirm that I have a certificate of consent to self insure or a certificate of Workers Compensation In I surance or certified copy thereof (Sec 3800 Labor Code) POLICY NO , COMPANY Copy is tiled with the city Z Certified copy is hereby furnished uA O CERTIFICATE OF EXEMPTION FROM C) WORKERS COMPENSATION INSURANCE (This seclion need not be completed if the permit is for one hundred dollars ($100) or less) lea , 19 rtify that in the performance of the work for which his permit in issued I shall not employ any person in any I manner so as to become subject 10 the Workers Compen- I nation Laws of California NOTICE TO APPLICANT if after making this Certificate of Exemption you should become subject to the Workers Compensation provisions of the Labor Code you must forthwith comply with such provisions or this permit shall I be deemed revoked r .L.bereby affirm that there is a construction lending agency for the performance of the work for which this per- mit is issued (Sec 3097, C4Cod ZI UI1 Lenders Name ' L Lenders Adores In Z 0 I'- 4 4 (2 0 C cxi () 0. 0. C a- IRF RAIl PAhFtIT PEN AEIIY & PRESS HARD APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. CARLSI8AID IUILDOG DEPARTM ENT - PPLOCITDO 6 PEJOT - 2075 Las Palmas Dr., Carlsbad, CA 92009-1915 (619) 438-1161 - - BUSINESS LICENSE A VALUATION PERMIT NUMBER JOB ADDRESS AV ST.RO, THOMAS BROS NO. DATE OF AP LICATION I /76,— £-x •'/, - ELLOC K 3SUBDi VISION PARCEL CONTRACTOR OWNER'S NAME I OWNER'S PHONEI CONTRACTORS PHONE a _______ ZONE BUILDING SO FOOTA CONTRACTOR'S A OIR ESS STATE UCENSE NO 4pfr- OWNER'S MAILING AODR(SS R xj DESIGNER'S PHONE D3 DESCRIPTI5N OF WOR4..,.,.. it j2 1.00 DESIGNER'S ADDRESS STATE LICENSE NO 0024 04/28 3101 021dPt 51470a0 F/P FLP ELEV I NO EDU STORIES -'7 '107 yD ND ___ CENSUSTRACT RE UNITS GRADING PERMIT ISSUED I REDEVELOPMENT TYPE 0CC LOAD 1PAPKINGSPACE AREA nO N 0 YO ND — MW YO ND Not Valid Unless Machine Certified - OTY. PLUMBING PERMIT - ISSUE 75t OT MECHANICAL PERMIT - ISSUE /5 ed SUMMARY/ACCOUNT NUMBER EACH FIXTURE TRAP &-i 14JNSTALL FURN DUCTS UP TO 100.000 BTU BUILDING PERMIT 001-810-00-00-8220 / EACH BUILDING SEWER T OVER 100,000 BTU , SIGN PERMIT 001-810-00-00-8221 EACH WATER HEATER ANDOR VENT BOILER/COMPRESSOR UP 103 HP PLAN CHECK 001-810-00-00-8891 /7 — EACH GAS SYSTEM I TO 4 OUTLETS - — BOILER/COMPRESSOR 315 HP , TOTAL PLUMBING 001-810-00-00-8222 /oa EACH GAS SYSTEMS OR MORE - METAL FIREPLACE - , ELECTRICAL 001-810-00-00-8223 EACH INSTAL ALTER, REPAIR WATER PIPE :- VENT FAN SINGLE DUCT ' MECHANICAL 001-810-00-00-8224 EACH VACUUM BREAKER — MECH EXHAUST H000IOUCTS MOBILEHOME 001-810-00-00-8225 WATER SOFTNER RELOCATION OF EA FURNACE,HEATER , SOLAR 001-810-00-00-8226 EACH ROOF DRAIN (INSIDE) DRYER VENT . STRONG MOTION 880-519-92-33 /1 TOTAL MECHANICAL I 1.50 FIRE SPRINKLERS 001-810-00-00-8227 TOT Al Pt UMBING PUBLIC _FACILITIES _FEE 320-810-00-00-8740 BRIDGEFEE 360-810-00-00-8740 PARK-IN-LIEU (AREA QTY ELECTRICAL PERMIT - ISSUE G OTY MOBILEHOME)E129.,..N NEW CONSIEA AMP SWIBKR I CARPORT /.-" - -TIE 312-810-00-00-8835 9 3 - IPH J AWNING life,__- LA COSTA TIF 311-810-00-00-8835 EXIST BLDG EA AMP/SWT'BKR GARAGE AFF fl FMF I PH 3 PH - — (MIs LICENSE TAX ,Q3 _001-810-00-00-8162 -5_c,r5_5V REMODEL 14TIER PER CIRCUIT '.1"yr •.i 'C)1 MFF 880519'92'57 — TEMP POLE 200 AMPS , — OVER 200AMPS - \,_ TEMP OCCUPANCY (30 DAYS) \f,g,,•, CREDIT DEPOSIT - < 77' O)r TOTALELELIRCAI , 50-b TOTAl TOTAL FEES PAYABLE I HAVE CAREFULLY EXAMINED THE COMPLETED -'APPLICATION AND PERMIT** AND DO HEREBY lxpirstIon Every permit issued by the Building Official under the provisions of this CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON become null and void If the building Or work * AN OSHA pERMIT REQUIRED R EXCAVATIONS OVER 50" DEEP AND DEMOLITION OR CONSTRUCTION OF y such rnIit is not Commenced within 180 days from the date of such a:fhori if the bud DECLARATIONS ARE TRUE AND CORRECT CERTIFY AND AGREE IF A PERMIT IS - ill? or work authorized by such permit is suspended o STRUCT,yRES OVER 3 STORIES IN HEIGHT ISSUED TO COMPLY WITH ALL CITY COUNTY AND STATE LAWS GOVERNING BUILDING CON- work nod 0 AGREE TO SAVE INDEMNIFY A STRUCTION. WHETHER SPECIFIED HEREIN OR NOT I ALSO A KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES. JUDGMENTS. COST ND IN CONSEQUENCE 0 TN PERMIT -: - -- CONTRACTOR O APP WED BY DATE EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY GRANTING OF TI-IlS — — BY PHONE D7ACWM _ U a, 0, On C FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS INSPECTION REQ IF INSPECTORS DATE / CHECKED APPROVAL SOILS COMPLIANCE '• PRIOR TO FOUNDATION INSP 1f STRUCTURAL CONCRETE OVER 2000 PSI PRESTRESSED CONCRETE POST TENSIONED CONCRETE - FIELD WELDIG HIGH STRENGTH BOLTS SPECIAL MASONRY PILES CAISSONS INSPECTORS c: -.'- -A C - _ TYPE ...DATE INSPECTOR - BUILDING FOUNDATION -REINFORCED STEEL MASONRY GUNITE OR GROUT SUB FRAME n FLOOR Z CEIJNG • _______ SHEATHING Li ROOF Li SHEAR FRAME EXTERIOR LATH INSULATION INTERIOR LATH & DRYWALL PLUMBING ______ Li SEWER AND BL/CO Li P.JCO ______ UNDERGROUND Li WASTE EJWATER ______ TOP OUT 0 WASTE Li WATER TUB AND SHOWER PAN GAS TEST -. - 0 WATER HEATER Li SOLAR WATER ELECTRICAL 0 ELECTRIC UNDERGROUND Li UFFER ROUGH ELECTRIC -: 0 ELECTRIC SERVICE 0 TEMPORARY :c. DBONDING Li POOL MECHANICAL U UUl & I'LM., U REF. I'IF'NU - - UAT A 10 f%f% %lCrIW I - • - flLI - I fl #%JIIJ. I I IVI -:• VENTILATING SYSTEMS _____ _____ ,CALL- FOR FINAL INSPEC1JON WHEN:ALL APPROPRIATE ITEMS ABOVE HAE8EENPROED FINAL I - -: • -• • : ________ _________ ____ • I _______ _______ J4ML1G (Y1 4PEC1MONDmoNs. I - -I p.' City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 10-06-2011 Building Permit Permit No:CB880079 Building Inspection Request Line (760) 602-2725 Job Address: 1945 PALOMAR OAKS WY CBAD Permit Type: CTI Sub Type: Parcel No: Lot #: Status: FINAL Valuation: $731,009.00 Const Type: NEW Applied: 01/19/1988 OccGroup: Reference #: Entered By: JPY Appr/Issued: 04/22/1988 Project Title: TENANT IMPROVEMENT Inspect Area: 39514 SF TENANT IMPROVEMENT Applicant: Owner: BSHA MADISON SQUARE DEVELOPMENT 1875 3RD AVE. 4223 PONDEROSA AV A SAN DIEGO CA 92101 SAN DIEGO, CA 92123 619-239-2353 619-560-7667 Total Fees: $53,246.00 Payments To Date: $53,246.00 Balance Due: $0.00 Description Fee * ELECTRICAL TOTAL ($10 1,205.00 * MECHANICAL TOTAL 150.00 * PLUMBING TOTAL 102.00 Bridge 6,343.00 Building Permit 2,736.00 License Tax 25,585.00 MFF 12,354.00 Plan Check 1,778.00 Strong Motion Fee ($.50 110.00 FINAL APPROVAL Inspector. Date: ______________ Clearance: NOTICE: Please take NOTICE that approval of your project includes the imposition of fees, dedications, reservations, or other exactions hereafter collectively referred to as fees/exactions. You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been ciiven a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. (llttg 01 (llarløtiab CASHIER'S VALIDATION SEWER PERMIT APPLICATION APPLICANT TO FILL IN SHADED AREA SEWER PERMIT NUMBER: -SE BUILDING PLAN CHECK NUMBER:PC 'BUILDING TYPE: 779 BUILDING ADDRESS: - ' - - -F NUMBER OF EDU'S: "CALCULATIONS: OWNER: - - " - ' - / ' ' -' MAILING ADDRESS: CONTRACTOR: MAILING ADDRESS: LEGAL DESCRIPTION: CONNECTION FEE • - J COST PER UNIT _____________ x NO. UNITS LATERAL CHARGE: TOTAL CHARGES: 779 ASSESSORS PARCEL NUMBER: - ,-- PREPARED BY: - (PRINTED NAME) - 6 COMMENTS: (c ••,; , i' (0/ 0/ \6~ WHITE: DIPS GREEN: Finance CANARY: Water PINK: Building GOLD: Applicant DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS DRIVE CARLSBAD, CA 92009-4859 (619)438-1161 MISCELLANEOUS FEE RECEIPT Applicant And Fill In Shaded Area Only JOB II Pce. Q pc '44•-f e- ADDRESS , PLAN ID NO. n 7 Ltp t& ASSESSOR'S 2..I,- G' — I ) L Jur*--r *0 PARCEL NO. 1.4 O 9 I-62. 5 SuevTro sy l4c 1!I OWNER HA<P150114 SQUAW— ?ThS+iP OWNER'S 4j ftcV c;r MAILING ADDRESS S*44 :0t4, CA . CITY ZIP 4- TEL. VALIDATION AREA CONTRACTOR 1 07) Y ESTMATED VALUATION 000 01YL9 01 057,1 ~17,,l CONTRACTOR'S MAILING ADDRESS PLAN CHECK FEE 001-810-00-00-8821 IF THE APPLICANT TAKES NO ACTION CITY ZIP TEL. WITHIN 180 DAYS, PLAN CHECK FEES It WILL BE FORFEITED. STATE BUSINESS LICENSE NO. LICENSE NO. SUBDIVISION LOT(S) LO1-S t 44-+&, a S LEGAL DESCRIPTION , , CHECK IF SUBMITTED: -ro r%,°p 01019e o eos IM -TVf9 2 ENERGY CALCS U9 0Z fu6 . øl- 121, 2, 2eoEcI itt El 2 1987 ENERGY CALCS Si#v% OLt 6^ 51191M 1-6 41981, FOR NON RESIDENTIAL BLDGS DESCRIPTION OF WORK ElI 2 STRUCTURAL CALCS t.iws EteQ 44 D _3..SeJfiS REPORTS ç-) 4 2 SELF ADDRESSED ENVELOPES DATE GIVEN! DATE SENT TO APPLICANT -6eA S1LL-9- 0g. CONTACT PERSON D€RASWOT-r LA COSTA LETTER ADDRESS mic SCHOOL FEE FORM CITY ZIP '92 TEL. '23 353 P & E CORRECTIONS LIST CERTIFICATE OF OCCUPANCY APPLIdXT'S SIGNATURE DATE White - File Yellow - Applicant Pink - Finance Gold - Assessor PLAN CHECK NUMBER: PROJECT NAME: ADDRESS: PROJECT NO.: FINAL BUILDING INSPECTION RECEIVED AU-3 a 1 198 DATE: -. UNIT NUMBER: PHASE NO.: TYPE OF UNIT: NUMBER OF UNITS: CONTACT PERSON: V - CONTACT TELEPHONE: INSPECTED: i j' APPROVED ______ DISAPPROVED INSPECTED DATE BY: INSPECTED: ___________ APPROVED ______ DISAPPROVED INSPECTED DATE BY: INSPECTED: ____________ APPROVED ______ DISAPPROVED COMMENTS: - - 4 ' Rev. 1186 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER: PROJECT NAME: ADDRESS: PROJECT NO.: TYPE OF UNIT: CONTACT PERSON:. CONTACT TELEPHONE: UNIT NUMBER: NUMBER OF UNITS: DATE: PHASE NO.: J INSPECTED /J DATE _____ BY: APPROVED DISAPPROVED INSPECTED: ____________ ______ INSPECTED DATE BY: INSPECTED: ____________ APPROVED ______ DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED ______ DISAPPROVED COMMENTS: Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER: DATE: PROJECT NAME: ADDRESS: "'•"''-' " PROJECT NO.: UNIT NUMBER: PHASE NO.: TYPE OF UNIT: ' '- ' NUMBER OF UNITS: CONTACT PERSON: CONTACT TELEPHONE: INSPECTED DATE APPROVEDQ DISAPPROVED INSPECTED: INSPECTED DATE BY: INSPECTED: APPROVED ______ DISAPPROVED INSPECTED DATE BY: ________________________ INSPECTED: APPROVED ______ DISAPPROVED COMMENTS: RECEIVED Rev 1186 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-14,68 DATE: ?22..( 08 i1APPLICANT JURISDICTION: C1 Y-,'2. L , e E4 PL N CH EC DFILE COPY PLAN CHECK NO: C - O19 SET: ]I.. DUPS PROJECT ADDRESS:\ O 4 DESIGNER PROJECT NAME: 't?&.) w S'- sY-4 s KER E The plans transmitted herewith have been corrected whe r e necessary and substantially comply with the jurisdicti o n ' s building codes. The plans transmitted herewith will substantially com p l y with the jurisdiction's building codes when minor deficie n - cies identified ____ are resolved and, checked by building department D The plans transmitted herewith have significant defici e n c i e s identified on the enclosed check list and should be correc t e d and resubmitted for a complete recheck. fl The check list transmitted herewith is for your informati o n . The plans are being held at Esgil Corp. until corrected /i plans are submitted for recheck. . ,-'.. ( k The applicant's copy of the check list is enclosed for t h e jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent t o : C.CR o- Dc ) B5-fi4, 11 T tThtO C4 2..)o1 Esgil staff did not advise the applicant contact person t h a t plan check has been completed. ED Esgil staff did advise applicant that the plan check h a s been completed. Person contacted: (tbLD 4VL-i-vJc S&) Date contacted: 7.42 ZrEI) Telephone # REMARKS: CrtCoz_r1ciU"(j)c-cg n..oi CO 'ZOoJ r TZSi &&r YUC4 c\ -w 13c - N o a KY t4 - L- 64-rLL( PE)Ucj U,t' - C ir tC scT') By: Enclosures:_________________ ESGIL CORPORATION ESGIL CORPORATION 9320 CHESAPEAKE DR.. SUITE 208 Q'o. tL- SAN DIEGO. CA 92123 (619)560.1468 DATE: PCj~~RISDICT LCANT I® JURISDICTION: CYL,O CHECKER 0 FILE COPY PLAN CHECK NO: C 1Z S []DESIGNER PROJECT ADDRESS: \45 ThLorvv cDs ( PROJECT NAME 0 vv\ T1 S T 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 D with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies 0 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. D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: 13 (5cc 5 .4 . ç SD1(z4o, C1r,°\O 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 0 been completed. Person contacted: Date contacted: Telephone #_________________ 0 REMARKS: By: 1L L Enclosures oL-r ESGIL CORPORATION PLAN CEMCK NO. ?)9- 501 -T- JURISDICTION: TO: OR 2 i4 B~s k B1P5Y41'a0 PL). SD1 (oClc 9,2, 1o1 OCCUPANCY: - BUIlDThGJSE: OflICtE a W1PrU U &' ,TYPE OF CONSTRUCTION: _B_L_ AUAL AIM: 'g.,ôôo @ (S 11)5 142Lv AULM&BLE AREA:_____________ STORIES: BEIt: SPRINKLERS: (.5 ocarx LOAD:__________ REMARKS: PLAN CORRECTION SHEET GENERAL. COMMERCIAL FOREWORD:PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. 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 1982 IJBC. The above regulations apply to construction, regardless of the code editions adopted by ordinance at the local level. The circled items listed need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), 1982 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To sneed tin the recheck process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, specification, etc. Be sure to enclose the marked up list when ou submit the revised plans. Date plans received by jurisdiction:'\ \B Date plans received by Esgil Corp.:___________ Date initial plan check completed: 06 By: v\'l Applicant contact person: OY. Tel. ZSCI 98 __________ NOTE: PAGE NUMBERS ARE NOT IN SEQUENCE AS PAGER RAVING NO ITEMS NEEDIN..E) List No. 30, GENERAL COMMERCIAL, WITHOUT ENERGY OR LOCAL ORDINANCE OR POLICY SUPPLEMENTS 1 4/23/86 1. Please make all corrections on the original f tracings and submit two new sets of prints, and d 7 any original plan sets that may have been turned to you by the jurisdiction, to: f Esgil Corporation, 9320 Chesapeake Drive, 10- Suite #208, San Diego, California 92123, (619) 560-1468. (j) 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. B. GAL Provide the site address and a vicinity sketch on the Title Sheet. 4. Provide the names, addresses and telephone numbers of the owner and the responsible design professionals on the Title Sheet. Show on the Title Sheet all buildings, structures, walls, etc. included under this application. Any portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as "not included" on the site plan or Title Sheet. /-T.:. Provide a Building Code Data Legend on the ile 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 Justification to exceed allowable area in Table 5-C. Justification to exceed allowable height or stories in Table 5-D. SITE PLAN - Ae All sheets of the plans and the first sheet 9. Provide a fully dimensioned site plan the calculations are required to be signed by drawn to scale. Show: North arrow, property All licensed architect or engineer lines, easements, streets, existing and proposed responsible for the design. Please include the buildings and structures, location of yards used California license number and the date the plans for allowable increase of building area and are signed. dimensioned setbacks. Indicate on the Title Sheet whether or not a grading permit is required for this project. Provide a statement on the site plan stating: "All property lines, easements and buildings, both existing and proposed, are shown on this site plan". -c 4iZ c1ro c2 y -i. j o ya. i, j aOyV -Z --71 Piut-j —to It '-? 9(Zo)\O CAR-L 2uctUr2y DT-us fl \ cJ j 2 4/23/86 )Il. Usable space under the first story, when / constructed of metal or wood, shall be separated from the non-usable space; and the story above, as required for one-hour fire-resistive construction and the door to the usable space shall be self-closing, of noncombustible construction or solid wood core, not less than 1-3/4 inches in thickness. Section 1703. 3P( 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. In all occupancies, floors above the first /3'. tory having 10 or more occupants, shall have not less than two exits. Section 3303 (a). 104 Exits should have a minimum separation of one-half the maximum overall diagonal dimension of the building or area served. Section 3303 (c). 105 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 f the minimum width of the yard or court shall be 64" and the yard must be unobstructed and lead to a public way. Section 3311 (b), Section 3301 (b). l/. 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. 3PØ 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 311 (b). 1 . Walls of exit passageways shall be without ' openings except exits and shall have walls, floors and ceilings of the sane 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). require two exits. / Section 3303 (a). l) Total width of exits in feet shall be not 7 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. Y 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). 1)/ Double acting doors are not allowed when ' serving a tributary occupant load of more than 100, or when part of a fire assembly, or part of smoke and draft control or when equipped with panic hardware. Section 3304 (b). '. r)L-r -r.D Yrr'..3 S 1D Go Fco'fvi Z-oo w izD Co I i Q o v-,.j '.tO Q.oOyv\ i-cs co O(c?. I. 0L1C.L 1J 4 rZ. -rtm/ kvv r iôr2., 10 4/23/86 114 Exit doors should swing in the direction of egrees when serving occupant load of 50 or more. Section 3303 (d). See doors 115 Exit doors should be openable from the inside 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 2-3303 (c).] 116 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 Le feet. Section 3304 (e). 117 The net dimension (clear width) at doorways should be used in determining exit widths required by Section 3302 (b). Section 3304 (e). In consideration of door thicknesses, panic hardware, door swing etc., the required exit widths have not been furnished. See door - A door may open over a stairway landing provided the door, in any position, does not reduce the clear area of the landing, in the direction of travel, to less than one-half the required width of the stairway. Section 3306 (g). 12 . 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 must be provided. Section 3307. X Stairway width must be at least 44 inches en serving more than 50 occupants; 36 inches when less than 50; 30 inches when used as a private stairway serving less than 10 occupants. Section 3306 (b), Section 3301 (b). (). Seventy eight 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 nosings. A Regardless of occupant load, a floor or ding not more than 1/2 inch below the eshold is required on each side of an exit door. Section 3304 (Ii). 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). X 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 (g). Y Stairway handrails should not project more / than 3-1/2 inches into the required width. Trim may not project more than 1-1/2 inches. Section 3306 (b). 12 . Enclosed usable space under interior or exterior stairways should be protected on the enclosed side as required for one-hour fire-resistive construction. 2 x @ 16" O.C. mailers. Section 3306 (m) (n). ).Z1'Landings should not be reduced in width more ' than 7 inches by a door when fully open. Where doors open over landings, the landing shall have a length of not less than 5 feet. Section 3306 (g) and Section 3304 (h). 'i ScQj LA) TrLL DooY2 Tt' t2c) CLyçt. lY\)TJT aF: a1fl-8 'The DT$R 11 4/23/86 137 Handrails are required on each side of stairways. Stairways required to be more than 88 inches wide shall have intermediate handrails. Stairways not over 44 inches wide may have one handrail if not open on both sides. Private stairways (1 tenant), 30 inches or less in height, may have one handrail. Handrails shall be 30 inches to 34 inches above nosing of treads and be continuous and, except for private stairways, at least one rail shall extend 6 inches beyond top and bottom risers. Handrail ends shall be returned or shall terminate in a newel post or safety terminal. Section 3306 (j). The handgrip portion of all handrails shall / be not less than 1-1/4 inches nor more than 2 inches in cross-sectional dimension. Handrails projecting from walls shall have at least 1-1/2 inches between the wall and the handrail. Section 3306 (j). X1 . Openings in the exterior wall below or I 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). 140 Corridors, and exterior exit balconlies, serving 10 or more occupants must be a minimum 44 inches wide and 7 feet high to the lowest projection. Section 3305 (b). When a corridor or exterior exit balcony is accessible to the handicapped, changes in elevation shall be made by means of a ramp. Section 3305 (f). 142 Corridors serving 30 or more occupants shall ,,;Oft ye walls and ceilings of one-hour construction / except: Corridors greater than 30 feet wide when the occupants or areas served by the corridor have an exit independent from the corridor. Exterior sides of exterior exit balconies. Section 3305 (g). 143 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). 144 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). 145 Duct penetrations of fire-rated corridor walls and ceilings shall have fire dampers per Section 4306 (j). 14 Viewports in 20 minute rated corridor doors / cannot exceed 1 inch in diameter and must have / 1/4 inch thick glass and metal holder that will not melt at 1700 degrees F. Section 3305 (h). D 1 00) a cOz r2- I 00 Y , 2.O'ES. - --tJ p 1 F_o 13 4/23/86 147 Provide a complete architectural section of the corridor, and exterior exit balcony, showing all fire-resistive materials and details of construction for all floors, walls, roof and all penetrations. Section 3305 (g). ?Suection Ceilings of combustible materials cannot be spended below the one-hour corridor ceiling. 3305 (g). 149. 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). X1 See attached details for approved methods of providing one-hour corridor construction. When two exits are required, dead end corridors and exit balconies are limited to 20 feet. Section 3305 (e). Exterior exit balconies cannot be located in areas where protected openings are required. Section 3305 (i). H. MCIT SIGNS ;153 Exit signs are required for exits serving an occupant load exceeding 50. Show all required it sign locations. Section 3314 (a). 154 Show that exits are lighted with at least one foot candle at floor level. Section 3313 (a). l)8 Show that the power supply for exit illumination and exit signs is provided by two separate circuits. (Occupant load exceeds 50 in I occupancies and 100 in H occupancies and 300 in all others). Section 3313 (b) 1. 156. Show separate sources of power for exit illumination and exit signs. (Occupant load exceeds 999 in A-i, 500 in A-2/2.1, 150 in churches, 100 in I's, 500 in B-2 occupancies). Section 3313 (b) 2. 157 The exit sign locations as shown are not adequate. N. ELEVATORS Provide notes and details to show the elevator will comply with Sections 5101 through 5105. 0. GLASS AND GLAZD Specify on the window schedule the glass type and thickness to show compliance with T ~,SP_eC__ify l 5-A and B. (J safety glazing for glazing in hazardous locations such as glass doors, glazing adjacent to such doors and glazing adjacent to walking surfaces. Section 5406. Glazing, in the same wall plane as a door, must be safety glazing if within 12" of the door and less than 60" above the walking surface, unless the glazing is leaded or faceted glass. Section 5406 (d) 7. 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. Ro zr-- t.')-'))') J'.1 C.ora iai ooz (-?oj iY -ya. - c -1-\- OI1 cl2.l)V1A ID, OOYVI tTh.) JTO IUô--. ____WL4Wr 1Ou LJ.\) ii-+e _ 1 uJL 1T1- Oi2 -s A-n - flX-OLY4 YJ 14 4/23/86 Provide fire sprinklers Section 506, 507, 508 or 3802. See also jurisdiction ordinance. 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. 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. R. FOUNDATION 185 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. Specify on the foundation plan or structural specifications sheet the soil classification, the soils expansion index and the design bearing capacity of the foundation. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans. (When required by the soil report). 188. The foundation plan does not comply with the following soil report recommendation(s) for this project 189. Provide notes on the foundation plan listing the soils report recommendations for foundation slab and building pad preparation. 190. Note on the foundation plan that: "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the Building Official in writing that: the building pad was prepared in accordance with the soils report: the utility trenches have been properly backfilled and compacted, and; C. the foundation excavations, forming and reinforcement comply with the soils report and approved plan". 191. 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. 192. Show height of all foundation walls. Chapter 23. 193. Show height of retained earth on all foundation walls. Chapter 23. 194. Show distance from foundation to edge of cut or fill slopes and show slope and heights of cuts and fills. chapter 29. 195. Note on the plans that wood shall be 6 inches above finish grade. Section 2516 (c) 7. 16 /23/86 Show a minimum 2" air space and flashing / between planter and building walls. Section 2516 (c) 7. T. FRAHM 216 ow bracing. Every exterior wood stud wall and main cross partition shall be braced at each end at least every 25 feet of length with 1 x 4 diagonal let-in braces or equivalent. Section 2517 (g) 3. - 217 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 (g). 218 Show blocking at ends and at supports of floor joists, and for rafters at exterior walls. Section 2517 (d) 3. 9. Show solid blocking at ridge line and at " exterior walls on trussed roofs. Section 2506 (g), Section 2517 (h). 234'. Show double joists. Floor joists shall be ' doubled under bearing partitions running parallel with the joists. Section 2517 (d) 5. YI Bearing partitions, perpendicular to joists, / shall not be offset from supporting girders, beams, walls or partitions, more than the depth of the joist. Section 2517 (d) 5. /2p. Show rafter ties. Rafter ties shall be aced 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. 2) Show 1/2" minimum clearance between top plate I of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). 2 . Show double top plate with minimum 48" lap splice. Section 2517 (g) 2. 22 . Show nailing will be in compliance with Table 25-Q. 227 Show or note fire stops at the following Show 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. at all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; C. in concealed spaces between stair stringers at the top and bottom of the run and between studs along and in line with the run of stairs if the walls under the stairs are unfinished; and d. in openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. , 'c') LkeOS1 fl2-L) r-j t.. ?cOLr U L.\ -.-'-- 0 S Q C-t- S1 18 4/23/86 yi"Show stud size and spacing. Maximum allowable stud heights; bearing wall: 2 x 4 and 2 x 6 max. 101; non-bearing: 2 x 4 max. 141, 2 x 6 max. 201. Table 25-R-3. 2)4' Studs supporting two floors, a roof and / ceiling must be 3 x 4 or 2 x 6 at 16" o.c. Table 25-R-3. 2) Note an A.I.T.C. Certificate of Compliance / for glued laminated wood members shall be given to the building inspector prior to erection. Section 306 (f). 23 . Detail all post to beam and post to footing C onnections and reference the detail to the plan. Section 2516 (m). 232 Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513. 23 . Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. (Tables 25 I, J, K) and Section 4713 (d). 23d Show 3" x 4" or 2" x 6" studs in first story / of three story building. Table 25-R-3. Provide truss details and truss calculations /' for this project. 2?t. Provide roof framing plan and floor framing /plan. Section 302 (a) 7. 237 Provide framing sections through 9/ 2)d(Specify all header sizes for opening over 4' 7 wide. Section 2517 (g) 5. Y4'. Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (a) 7. 24 . Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (9) 7. TloA Z\1 91, '5GRoQ P24 . Show on the plans all structural requirements developed in the structural calculations. 2 . 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. /2 . Individual concrete or masonry piers shall oject at least 8 inches above exposed ground unless the columns or posts which they support are of approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. (2aDYv\ L'J ',too12. -b C1Lw1)( Oj rz.0 ) Section 320 (a) 7. 19 4/23/86 2f/ Wood stud bearing walls, with studs at 24" o.c., require 3 ea. 2 x 4 or 2 ea. 2 x 6 or 2 ea. 3 x 4 top plates if supporting either floor members or roof trusses that are spaced more than 16" o • c. and do not bear within 5" of the supporting stud. Section 2517 (g) 2. 24 . Specify plywood grade and panel identification index. Table 25-N. 2 6. When roof pitch is less than 3:12, design ( ridge as a beam. Section 2517 (h). 2 . If foundation cripple wall studs are less ( than 14" framing shall be solid blocking. Section 2517 (g) 4. 2) Cripple wall studs exceeding 4 feet in height (shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Section 2517 (g) 4. K9. Show plywood sheathing over exposed eaves, or ' other weather exposed areas, is exterior grade. Section 2516 (g) 3. U. MISRLLANXJS Show light and ventilation, for areas " customarily used by people, will comply with Section 605. 3y(Provide details of restrooms to show compliance with Section 510 (b), regarding floors, walls and showers. Provide restrooms for each sex if the number 7o'i employees exceeds 4 and both sexes are employed. Section 705 (B occupancy). 2 . 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 lbs. per lin. ft. applied horizontally at top rail (50 lbs. for exit facilities serving more than 50). Section 1711. Table 23-B. V. TITLE 24 HANDICAPPED ACCESS 3 Show a weep screed at the foundation plate line on all exterior and stud walls to be stuccoed. Section 4706 (e). Ko Ridges, hips, and valleys shall be at least ne 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). 257 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. W. ArrAcoav 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 to show compliance with state regulations for energy conservation. Co vv r 'rt- Z ' C) 4 1 vni ' s Lo lv 1 20 4/23/86 Incorporate in the plans or specifications the attached "Title 24 Mandatory Requirements" and the "Title 24 Construction Compliance Statement Requirements". Please see additional corrections, or remarks, on the following page. 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. Thank you. Enclosures: c1 S,io Z 4% - - '-'p , z'e 0ci,z,d r, S. I 0 A r' j1 A,vc, S'or ccc7'uC o oc N/Tt#4. I/#if /-IAY 4,e 1--IA,06 t-!;-!. 0,1rtZq 5Y'ogj 53/9(cL) CO4UOFAFS,q 7-,; /ocJ 4'/*1C Scr,o#' /2o5 C i6.i1..' Nzz Sic'.j lqee- Ma 4A 74r O //z'es OeJ 1,-16 /1C ,'fAA.,, d. ,4c. 1444)3, - 7kE Cc-i Jc:;,Q -.4.~ i's r _______ Y i C4.J /.j 1We. 1444AC7c A,2 Rcc r OAI 716 S S &) c 5, Oi,c'cs A,c' j 7.i r '4 "a /16jevc y IeJ.5IC4J' ,4 -- /i'r 66 1AjCt,.o,4w £jrn,i ,/4iQ, 0 Al 7Z! ,14 A,,,) 2 , / 21 4/23/86 TITLE 24: DISABLED ACCESS REGULATIONS [NON—RESIDENTIAL CHECK LISTI AT EACH CIRCLED ITEM, NOTE THE PLAN SHEET THAT SHOWS THE CORRECTION. A. WALKS AND SIDEWALKS (SEC. 2-3325) Walks and sidewalks shall have a continuous com- mon surface, not interrupted by steps or by abrupt changes its level exceeding Vt inch. and shall be a minimum of 48 inches in width. Surfaces with a slope of less than 6 percent gradient shall be at least as slip-resistant as that described as a medium salted finish. Surfaces with a slope of 6 percent gradient or greater shall be slip-resistant. Surface cross slopes shall not exceed ¼ inch per root. Walks, sidewalks and pedestrian ways shall be free of gratings whenever possible. For gratings located in the surface of any of these areas, grid openings in gratings shall be limited to Vs inch in the direction of traffic flow. When the slope in the direction of travel of any walk exceeds 1 vertical to 20 horizontal it shall comply with the provisions for Pedestrian Ramps. Abrupt changes in level along any accessible route shall not exceed Vt inch. When changes in level do- occur, they shall be beveled with a slope no greater than 1:2 except that level changes not exceeding '4 inch may be vertical. When changes its levels greater than Vt inch are necessary they shall comply with the requirements for curb ramps. Walks shall be provided with a level area not less than 60 inches by 60 inches at a door or gate that swings toward the walk, and not less than 48 inches wide by 44 inches deep at a door or gate that swings away from the walk. Such walks shall extend 24 inches to the side of the strike edge of a door or gate that swings toward the walk. AU walks with continuous gradients shall have level areas at least 5 feet in length at intervals of at least every 400 feet. B. HAZARDS (SEC. 2-3326) I. Warning curbs. Abrupt changes in level, except between a walk or sidewalk and an adjacent street or driveway, exceeding 4 inches in a vertical dimen' sion, such as at planters or fountains located in or adjacent to walks, sidewalks, or other pedestrian ways, shall be identified by curbs projecting at least 6 inches in height above the walk or sidewalk surface to warn the blind of a potential drop off. When a guardrail or handrail is provided, no curb is required when a guiderail is provided centered 3 inches (plus or minus one inch) above the surface of the walk or sidewalk: the walk is 5 percent or less gradient or no adjacent hazard exists. 2. Overhanging Obstructions: Any obstructions that overhangs a pedestrians way shall be a minimum of 30 inches above the walking surface as measured from the bottom of the obstruction. C. PARKING (SEC. 2.7102) I. The following table establishes the number of handi- capped parking spaces required: Total Number of Number of Handicapped Parking Parking Spas es Spaces Required I- 40 ....... 41- 80 .......2 81-120 .......3 121-160 .......4 161-300 .......S 301-400 .......6 401.500 .......1 over 500 . . . . . . . I for each 200 additional spaces provided When less than S parking spaces are provided, one shill be 14 feet wide and lined to provide a 9 font parking area and a 5 loot loading and unloading area. 2. Physically handi,appcd parking spaces shall be lii. i3ted as near as pratscal to a primary entrance. If only one spice is pruvidcd. it shall be 14 feet wide1 and lined to provide a 9 (not parking area and sf 3 foot loading and unlojdiisg area. When more that one spate is proaidetl in lieu of providing a 14 f0 4t wide space for each parking spa.e, two spaces ca be provided within a 23 loot wide area lined provide a 9 tout parking area on each side of a 5 foot loading and unloading area in the center. rhe mm. irnum length of each parking space shall be 18 feet. In each parking area. a bumper or curb shall be pro- vided and located in prevent encroachment of cars over the required width of walkways. Also. she space shall be sii located that a handicapped person is not compelled to wheel or walk behind parked cars other than their own. Pedestrian ways which are accessible to the physi- cally handicapped shall be provided from each such parking space to realted facilities, including curb cuts or ramps as needed. Ramps shall not encroach into any parking space. EXCEPTIONS: 1. Ramps located at the front of physically handicapped parking spaces may encroach into the length of such spaces when such encroachment does not limit a handicapped person's capability to leave or enter their vehicle thus providing equivalent facilitation. Surface slopes of parking spaces for the physically handicapped shall not exceed V. inch per foot in any direction. Entrances to and vertical clearances within parking structures shall have a minimum vertical clearance of 8 feet 2 inches where required for accessibility to handicapped parking spaces. Handicap parking identification signs slutl be provided as required by Section 2-7102(e) in the following locations: s. ts the pavement vathin each required park- ing space b. At the entrance to the parking facility. D. SANITARY FAC!UTIES (SEC. 2-511) 1. Where separate facilities are provided for non— handi-capped persons of each sex, separate facilities shall be provided for handicapped persons of each sex also. Where unisex facilities are provided for non. handicapped persons, such unisex facilities shall be - - provided for the handicapped. 2. Where sanitary facilities are located on accessible floors of a building, they shall be made accessible to the physically handicapped. 3. Passageways leading to sanitary facilities shall have a clear access width as specified in Chapter 33. All ( ( doorways leading to such sanitary facilities shall / have: A clear unobstructed opening width of 32 inches. A level and clear area for a minimum depth of measured as right angles to the plane of the iliur J in its closed position, and 44 inches where he 60 inches in the direction of the door swing as ( door swings away from the level and clear area. 4. Multiple accommodation toilet facilities shall have the following: r1 a) A clear space measured from the floor to a height of 27 inches above the floor, within the sanitary facility room, of sufficient size to inscribe a circle with a diameter not less than 60 inches, or a clear space 56 inches by 63 inches its size. Doors other than the door to the handicapped toilet compartment in any position may encroach into this space by not more than 12 inches. b) A water closet fixture located in a compartment shall provide a 28 inch wide clear space from s fixture or a 32-inch wide clear space from a wall at one side of the water closet and a 48 inch long clear space its front of the water closet if the compartment has an end opening door ((sang the water closet). A 60 inch minimum length clear space shall be provided in a compartment with the door located at the side. Grab bars shall not project more than 3 inches into the clear spaces as specified above. c) water closet compartment shall be equipped with a door that has an automatic closing device, and shall have a clear unobstructed opening width of 32 inches when located at the end and 34 w th S r tan;. rx:W epq s0mits ooro ningz!ws Is s0 a clear unobstructed access not less than 44 inches shall be provided to water closet compartments designed for use by the handicapped and the space immediately in front 102385 PACE 2 H. DRINKING FOUNTAINS(SEC. 5-1507, 2-511) I. The drinking fountain shall be a minimum of 15 inches in depth and there shall be clear and unob- structed spaces under the drinking fountain not less than 27 inches in height and 18 inches in depth, the depth measurements being taken from the front edge of the fountain. A side approach drinking fountain is not acceptable. The bubbler shall be activated by a control which is easily operated by a handicapped person such as a hand-operated lever type control located within 6 inches of the front of the fountain, a push bar control along the front of the drinking fountain, etc. The bubbler outlet orifice shall be located within 6 inches of the front of the drinking fountain and shall be within 36 inches of the floor. The water stream from the bubbler shall be substantially parallel to the front edge of the drinking fountain. Where water fountains are provided, they shall be lsi,,aied completely within alcoves, or otherwise positioned so as not to encroach into pedestrian ways. I. DOORS Sc HARDWARE (SEC. 2-330 1. 3 3 0 4 ) All primary entrances to buildings shall be made accessible to the handicapped. Hand activated door opening hardware shall be centered between 30 inches and 44 inches above the floor. Latching and locking doors that are hand acts. vsced and which are in a path of travel, shall be oper- able with a single effort by lever type hardware, by panic ban, push-pull activating bars, or ocher hard- ware designed to provide passage without requiring the ability to grasp the opening hardware. Locked exit doors shall operate as above in egress direction. Doors to individual hotel or motel units shall oper. ate similarly, except that when bolt and unlatching operation is key operated from corridor or exterior side of unit door, large bow keys (2 inch) full bow or Li.4 inch (half bow) shall be provided in lieu of lever type hardware on the corridor side. Separate dead lock activation on room side of corridor doors in hotels or motels shall have lever handle or large thumb turn in an easily reached location. Width and Heights. 1. Every required exit doorway shall be of a size as to permit the installation of a door not less than 3 feet in width and not less than 6 feet, 8 inches in hcignt. When installed in exit doorways, exit doors shall be capable of opening at least 90 degrees and shall be so mounted that the dear width of the exitway is not less than 32 inches. For hinged doors, the opening width shall be mea- sured with the door positioned at an angle of 90 degrees from its closed position. At least one of a pair of doors shall meet this opening width require- ment. Revolving doors shall not be used as a required entrance for the physically handicapped. S. Maximum effort to operate doors shall not exceed 8.5 pounds for exterior doors and 5 pounds for interior doors, such pull or push effort being applied at right angles to hinged doors and at the center plane of sliding or folding doors. Compensating devices or automatic door operators may be utilized to meet the above standards. When tire doors are required, the maximum effort to operate the door may be increased not to exceed 15 pounds. Construction. The bottom 10 inches of all doors except automatic and sliding shall have a smooth uninterrupted surface to allow the door to be opened by a wheelchair footrest without creating a trap or h.tzardous condition. Where narrow frame doors are used, a 10 inch high smooth panel shall be installed on the push side of the door, which will allow the door to be opened by a wheelchair footrest without creating a trap or hazardous condition. Thresholds shall not exceed 14 inch in height. S. Where turnstiles are used a door or gate that is accessible to the handicapped shall be provided grasping, pinching or twisting of the wrist. The for" I within 50 fret. r-'luured in activate controls shall be no greater than ( ) 9. Th,r, shall be a level clear area On each Side 5 Its. Lcver.operated, push-type and electronipily (' Al' of an sail or passage door. Provide 60 inches controlled mechanisms are evampics of acce cable : clear in the direction of the door swing and designs. Self-closing valves allowed if remains open for at least 10 seconds. ( y 4' Ia inches an the Side aggosite the door swing direction. P.aur,wants are to be at right ) angles to the closed door. ( ) 102385 at a water closet compartment shall be not less that 48 inches as measured at right angles to com- partment door in its domed position. 3. SLnqie accommodation toilet faciliti.s shell have the following: These 515.11 be sufficient space in the toilet room for a seie.lctiasr see5 uring 30 inches aid, by 48 inches Lcnq to enter the room and permit the door to close. The "tier closet shall be located in 5 505CC sniCh provides a 28 inch aide clear apace from a fix- tur, or a 2 inch, aide clear space from a well at one aid, of the water closet and 48 inches at clear space in front of the aster closet. In an existing building a single accommodation toilet facility may have the Water closet fixture located in a compartment which provides a clear space of not less than 36 inches wide by 48 inches long in front sf the water closet. Crab bArs located on each side, or one side of the back of the physically handicapped toilet stall or compartment shall be securely attached 33 inches above and parallel to the floor. Crab bars at the side shall be at least 42 inches long with the front end positioned 24 inches in front of the water closet stool and grab bas at the back shall be not Icas than 36 inches long. The diameter or width of the gripping surfaces of a grab bar shall be IA inch to 114 inch or the shape shall provide an equivalent gripping surface. If grab bars are mounted adjacent to a wall, the space be-tween the wall and the grab bars shall be I 14 inches. A dear floor space 30 inches by 48 inches shall be provided in front of a lavatory to allow a forward approach. Such clear floor space shall adjoin or overlap an accesible route and shall extend into knee and toe space underneath the lavatory. Where urinals are provided, at least one shall have a clear floor space 30 inches by 48 inches in front of the urinal to allow forward approach. i*,ere facilities for bathing are provided for the public, clients or employees. including shovuTs, bathtubs or lockers, at least One such facility shall comply with the hetidi- Cap access standards in Section 2-511(a)9. 1/4 inch thick identification symbols shell be provided on doors to sanitary facilities, A 12 inch trsanqle for -on end 12 inch die- water circle for woman is required. WATER CLOSETS (SEC. 5-1502) I. The height of accessible water closets shall be a min- imum of 17 inches and a maximum of 19 indies measured to the top of the toilet seat. Flush controls shall be operable by an oscillating handle with a maximum operating force of 3 lb or by a remote low voltage button. The handle or button shall be located to they are operable without requiring excessive body movement. URINALS(SEC, 5-103) Where urinals are provided at least one elongated russ at a maximum of 17 inches above the floor is required. Flush controls shall be hand operated, and shall be mounted no more than 44 inches above the floor. C. LAVATORIES(SEC. 5-1504) I. Lavatories shall be mounted with a clearance of at least 29 inches from the floor to the bottom of the apron with knee clearance under the front lip ex. Unsling a minimum of 30 inches in width with 8 inches minimum depth at the top. Toe clearance shall be the same width and shall be a minimum of 17 inches deep from the front of the lavatory. 2. Hot water and drain pipes under lavatories shall be insulated or otherwise covered. There shell be no sharp or abrasive surfaces under lavatories. Faucet controls and operating mechanisms shall be operable with one hand and shall not require tight WO -. 2 • I.- ,..a I. U V C , •. U - Us. ) • DC 5.4 1. . 5 Ia U .- C IS I • IS - h s C flS. UI .r .5j05.S. 'S I ma .4 - 0 U 0 - )•S ,... S. Ii .0>. 00 CU. W 01 AU DISSiS.. - -1 I 5UDIim ••.4•_• U' I,.. ). CUUMN 5UkC-. gS:...5(j uv ..o..g 8 mama V.a Li maU'IV.. 0'UV-i o_5 °1_ u- IS S. 5 ,_ N> U. N • CVg("%.. UISUCC 0 19 -4 'Su i,c I U' Si, CU IS0 U $4 I-uS. 05 5 .4 0. CS.V.S cv,s,a. is I. Dli 2 £CC UC -4'$'SCC 5-4>. Ik58'S V CIV V Cv•.. •..4U.10 U - 4 CN MSV$ S. 0' ('1 • S .. .- S. . U .4 0 1 '5V5. I a.. -. •. 3... V'S C DO z:j1I.0 5>0 Co... S 3 C 0 IW-4 3.,N U 1'l ..4>. S.. -5 c5.uS.' I. 5' C ..4 C 0 S. 'CVS..0 •S UD$4D S'4•.40 -4p 4S.8 fl-45 0'. P.cS. OS a.. u .i....0 - (IU _ ...-.c I Lm .4 0 Si 4 N Sn ;-•8g.-'' ' ("1 S. 5.4 U 54 •4 .40.55 •• 'U oo .4 >.U. . U. 0 IS g SACU V . 5j S. bl 5IS_S.0 U...... 1.50 U'UVaa WA U 0 5.. • N& z5gg' r'-- .. 0 - 0 ma U 1. U. U.0'4 U mUDS5 SU.>. '. Co..,.. U' • • a U. U V • ....o Z S. S. IS EmS.° S so S. .4 ..4 5. IS 0 5. _ VS. >. S. IS • U. 01500' U.N UU.VW I-CS...., UI0U...fl5.. IS •4 5fl5 rakoo5Sn U.Iu g ".4 O.'U S S.O...$$ I 1.0.54 NUN NM 515 N 0.a C U 0USD - 5.4 Z5 SS8S. 55.4 *4U. g, . S. . ..Q CP s U ON -U 05 .4$ S 4$ U. '. UN SD. 0 uj S..4 U ISO. u5j.S I P1 > Li Q L j •, .4 UI IflUJS.$4.a I S 0 1 -4 N 4.4 C -S .•-I'. 0 8. 8N1 _. 5a;• 1hi 5i • .415 . k-i •U.2$4 S.54 U 0 '.. -4 MO D U 5 N U. U.$II85 5SU.QISO. S. OW.i 5kU.m SC • U. DIS .ma C IS IS 11sñMS. .44 U U N I-S >5 •IM .. .0C 555..Q.51S.UN S. Os.. I, 4M U 54 4..4U.CUU g5.41U. NSIU&..8$42 D AM-S OD SiU...s • U I . 5 I- 8' • . U S. I. UI V IS 51. .45.54 ..4 S. 5.44$O M S Sues. CL I . i' . 2 8 I-CU C.il.q .4MM 5.. - . I • . . UI_I UI UI •0 U' o CU AR Na WO 5 U'N 0 CL .E E5 D .8 .2 .8 br; .5 •1. (UI W"- 4 c'L t9 -5 3t Cl C : 8, C. .g . .!' _ -0 S ° l( ., . Lk U CU C9 ° N u':•.5 U- LL .8 5•4.O U9i..55U.. g. .-..., 2 5 0 N cg..5 '08 . 5* UQ CCU 50.A OC ! 5Ui. L . 5 C .O uE. riE 2'S CL 01 5.5U'U a _U__,0V wc 0 E. o"I S 0 U 5u.CE .2..0 O WO.Ø.0 0 _=S . 9°CL hZ t;.8.L g I--u ,.O 545.150 a 0 US MIll UD0' c v 8 w 307;ztJ15S CA CSCVLS.4 C VC NO 0'0Ii• 8 UflU UI. Ii S. .4 a 80 .4 2 S. 1 0 U CU. m - 5U.5 0'S. S-i L. 3 U' U..>.. U U U 0' U > - U S.DVU S..54Q SD IISI S O S D 155DM> SM II S. -D (5 Du IS0 5S5 U IS > C. . . . O - JURISDICTION: C,4,fL5?3,4 'Z7 PLAN C11ECK NUMBER:'? Submit complete electrical plans and specifications. Submit plan showing location of all services. Submit complete one-line diagram of service and feeders. Indicate the grounding system to be installed for building service. G Indicate ampere interrupting capacities (AIC) of service and subservice equipment. NEC 230-65/110-9. Indicate sizes of fuses and/or circuit breakers. Indicate fuse symbols to show fault currents are limited to 10,000 amps on branch circuits. 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. yf'. Indicate dimension of switchboards and control panels rated 1200 amperes or more. NEC 110-16(c). DAME: VOLLIE WAC(X)NER PLAN CHECKER: D (MEN DILLON 6)Provide overcurrent protection on the secondary side of transformers. NEC 240- 21/4004*") 5Ecor?vAfl.Y 51-17€, yc. Submit plan showing location of all panels. Submit panels schedules. )d. Specify conduit and wire sizes. 17. Specify aluminum or copper conductors and type of insulation. JII Show approximate length of feeders. 19. Specify electrode conductor size and type wire. (aluminum or copper) Submit electrical load calculations. Indicate existing service size. Indicate existing building load. Indicate new additional loads. Indicate wiring method. Show exit signs on the electrical lighting plan. Note: Power for exit lights and emergency lighting must conform to the 1985 UBC Sections 3313 and 3314. 14 Submit plan showing location of all transformers. )d'. Provide receptacle(s) within 251 of the roof mounted A/C units. UMC Section 509. 12. Indicate the grounding system to be installed for transformers. NEC 250- Provide multiple switch lighting controls 26(c). per CAC, Title 24, 2-5319. Any questions on electrical please contact the plan checker shown above, at Esgil Corporation at (619) 560-1468. Thank you. /T 2lo- IS cva' tiiT/I LCI.p 4,ET —3Pi2r-,v'ry C)Uii7 —72 /5 C 7gE Co i17'uTéfZ 08/31/87 /IQ 00 /9 TITLE 24 MANDATORY REQUIREMENTS (To be noted on plans or specifications) HVAC Controls Sec. 2-5315. (a) Each HVAC system shall: 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; 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; Be able to provide sequential temperature control of heating and cooling capacity in each zone, if both heating arid cooling are provided; 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; Be able to terminate all heating at 70°F or less; and 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 (a)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. Each area enclosed by ceiling-height partitions shall have independent control of the lighting within that area. 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. 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, orthat control each lamp in a space independently meet the requirements of this section. 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 CONSTRUCTION COMPLIANCE STATEMENT REQUIREMENTS (To be noted on plans or specifications) CONSTRUCTION COMPLIANCE (a) Prior to occupancy of the building, the person responsible for the construction or installation shall provide the building department a signed statement, showing the building permit number, and listing all the manufactured devices in- stalled, including the name of the manufacturer, model number date of manufacture, manufacturer's stated efficiency, including the source cooling power index, source heating power index and fan performance index of each HVAC system. In lieu of the list reference may be made to the plans and specifications, if all the above in- formation was contained in the plans and specifications. Each document shall be signed by the person re- sponsible for its preparation. The signer shall be a civil engineer, mechanical engineer, electrical engineer, architect, building designer, general building contractor, or specialty con- tractor, licensed or registered to practice by the State of California; or shall be the building owner if he or she is allowed by law to prepare the document. If more than one person has responsibility for building design or construc- tion, each person may prepare and sign the document or documents applicable to that portion of the design or construction for which the person was responsible; or the person with chief responsibility for design or construction may prepare and sign the document for the entire design .or construction. INSULATION CERTIFICATION Prior to occupancy the insulation installer shall post in a conspicuous location in the build- ing, a signed certificate containing the build- ing permit number and stating the insulation was installed in accordance with the approved plans and specifications. The certificate should also show the manufacturer's name, material identifi- cation, "R" value and, for blown insulation, the minimum weight per square foot consistent with manufacturer's design data. Date: ______ Jurisdict ion _4i2L3iAO Prepa by: o Bldg. Dept. VALUATION AND PLAN CHECK FEE 0 Esgi]. PLAN CHECK NO. 88- 'i9-I BUILDING ADDRESS APPLICANT/CONTACT og PHONE NO. Z39 2 5 BUILDING OCCUPANCY B- zCr.i DESIGNER PHONE___________ TYPE OF CONSTRUCTION -'L1 CONTRACTOR PHONE__________ BUILDING PORTION BUILDING AREA VALUATION I MULTIPLIER j VALUE CA :S715 I4t -SO JoOS Air Conditioninz Commercial Residential Res. or Comm. Fire _Sprinklers Total Value I 1 Oc)13 Building Permit 2 Fee ---/------- 93 ' 1 150 Plan Check Fee $ ij 11 8, 1 B O $ CaM MENTS: 8/4/32 1 of LEGEND Item Complete Item Incomplete - Needs Your Action 1,2,3 Number in circle indicates plancheck number that deficiency was identified ENGINEERING CHECKLIST CO ca M D D a G) a) a a) a, > > E1D a a - - 4. ( ( ( C LEGAL REQUIREMENTS Site Plan 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, driveway and percent (%) grade and drainage patterns. Provide legal description of property. Provide assessor's parcel number. Date: 1-28—a9 Plan Check No. C6886079 Project Address:R5,wA Oirs k(QY Project Name:Mos 3ww J1 Field Check Date: By: PERMITS REQUIRED Grading ~~M pt~ in F1 L1 (Mbe Lift, 0 5. Grading permit required. (Separate submittal to Engineering Department required for Grading Permit). 6. Grading plans in plan check PE___________ 7. Need the following completed prior to building permit issuance: Grading plans signed. Grading permit issued. Grading completed. Certification letter and compaction reports submitted. Grading inspected and permit signed off by City Inspector. 8. Right-of-Way Permit required for work in public right-of-way (e.g., driveway approach, sidewalk, connection to water main, etc). 9. Industrial Waste Permit application required. To be filled out completely and returned to Development Processing. FEES REQUIRED Park-in-Lieu fees required. Quadrant: ' , Fee Per Unit: -, Total Fee: - Traffic impact fee required. Fee Per Unit: - , Total Fee:w2893,00 4j\ ç5) L.1 Bridge and Thoroughfare fee required. J Fee Per Unit: , Total Fee: OT 0 Public facilities fee required. [T. 11 Facilities management fee required. Fee:__________ .f7 0 Additional EDU's required: Z77 (J.V Sewer connection fee:v7.77O Sewer permit no. 3206 Sewer lateral required: REMARKS :Wa 4. 4L.RUILOMJ6 4maEa NOT vr (21,8ss F x -) 2OW4 40 / geo7 !D\71 ft(l J fX1ç 21 &2a A97 ir L321P('our zz c~ x Or t1ff O.K. t If you have any- questions about any of the above items identified on this plan check, please call the Development Processing Department at 438-1161. r1 M 4l U U U 0 a. 0 PLANNING CHECKLIST Plan Check No. (p,jrj7? Address /9 aq, t-A,' Type of Project and Use Yz Zone gi1 Use Allowed? YES NO Setback: Front Side Rear AIA Facilities Management Zone School District: San Dieguito Encinitas Carlsbad San Marcos Discretionary Action Required YES NO Type Environmental Required YES NO Landscape Plan Required YES NO ( Comments Coastal Permit Required YES NO Additional Comments .8u/uyAi,% Nor Yt ona7ro OK DATE / '/ ____ JurisdicionW_@AO - pa by: o Bld g. De?. VALUATIO? ND PLAN CHECK FEE o Esgil ALAN CHECK NO. _9_i9 -I BUILDING ADDRS \ APPLICANT/CONTACT o PHONE No._________________ BUILDING OCCUPANCY B-2 Cr. I - DESIGNER PHONE______ti ______ TYPE OF CONSTRUCTION CONTRACTOR PHONE__________ BUILDING PORTION BUILDING AREA VALUATION ULTI?LI ER VALUE - I _____ oo H - r = —(ceoir 77r- Air Conditioninz 4I371 f'88 - 27/ (Z3) Commercial r -1 Res idential PL ((O *IZ Res. or Comm. Fire Srir.klers Total Value I 0c)(3 av 4's & ó'i V 7 e ag Building Permit Fee S 150 Plan Check Fee r\ t-1 & CO M MEN IS: C//32 1 of 2560 ORION WAY CARLSBAD, CA 92008 TELEPHONE (619) 931-2121 Citp of Carbab FIRE DEPARTMENT PAGE 1 OF _L APPROVED DISAPPROVED PLAN CHECK REPORT I PLAN CHECK# 7Q PROJECT 7Ci) &4'l -1) (' ADDRESS I' i-IS PI\ ID ilAj ô N, ARCHITECT,-,,(7j;i' ftc-ni i.fl'- ADDRESS 'S/11, 111E GC> PHONE ::i' :n4;?25? OWNER ' (I -4L4 AQ (ktr;un'ci'1 P ADDRESS 56) MiE/-E PHONE'Z-,/) OCCUPANCY '_/ - CONST.J/L. A/ TOTAL SQ. FT. 3),.c/L/ STORIES ti SPRINKLERED U TENANT IMP. APPROVAL OF PLANS IS PREDICATED ON CONFORMING TO THE FOLLOWING CONDITIONS AND/OR MAKING THE FOLLOWING CORRECTIONS: 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: - ...S. 4. Permits are required for the installation of all fire protection systems(InnkLers,stand pipes, dry chemical, halon, CO2, alarms, hydrants). Plan must be approved by the fire department prior to installation. - 5. 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: -- DAutomaticfire sprinklers (Design Criteria: U Dry Chemical, Halon, CO2 (Location: U Stand Pipes (Type: U Fire Alarm (Type/Location: Fire Extinguisher Requirements: U One 2A rated ABC extinguisher for each .'UD ) sq. ft. or portion thereof with a travel distance to the nearest extinguisher not to exceed 75 feet of travel. - - D.Anextinguisherwithaminimumratingof - i'1 tobelocated: U Other: Additional fire hydrant(s) shall be provided EXITS Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. _10. A sign stating, "This door to remain unlocked during business hours" shall be placed above the main exit and doors (... 'i.) ' ) '•f I 'Z L.11. EXIT signs (6" x 3/4" letters) shall be placed over all required exits 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. Building(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. - Additional Requirements. /'-I/ )fY"c/i)/" Z" ; 'itv.;i • 1 L/'$'_- . - i, --4 c ,- - //EL-. t-.../J/ I,--ie_, ) i>'ir/ 4' 2 • •'T17 / ,,i I? 1i M 15. Comply with regulations on attached sheet(s). 1 1. Plan Examiner Report mailed to architect Met with Date Attach to Plans STRUCTURAL CALCULATIONS FOR PALOMAR OAKS BUILDINGS PROJECT NO. 87200.10 3J,)I 1T DATE24b/ô& SUBJECTLZHA. O-k -: CHKDBY . TLL11: P-UE F12A "I Ne. TM I FLOcç? 30ct D 23. (?AClt-iC SHEET NO2 ---------OF........ JOB ....... L A-z 3B.Lfl1t PL tioo.ç )( "-A-' 'S I)cls 1) -SE I". Tk( L1- '?..\O0 0 %... VL -- -- I - - t --'-0" - .-J-- - - 1ooL..\(oa' - IPOrLF - Lo 14 lil , gLL EPI-4 • - k • çz.S I'5' w•I op •: : __ -•------------ ? \L - - I • 1 + BAC -1 Ib - SO .1t -' (4 i I. ...................... - - I S .- I •-• -- I I . t . SUBJECT 1. SHEET L 0-i CHKD. "BY L...........DATE ......................................................................................................- ....................JOB .....................................cs.........c-i .....................-.............................................. T'C-AL. STP't F0016,, - - - So IL 1. 000 NX - -.. h.Sps - + I° pc.c I J - BY.. SUBJECT.. SHEET - - CHKD. BY. .............. DATE ............... .................................. ................................. ...... JOB .............. .. ...... ....... ........... .................................... aôc c i -c c t4 LA -1 Lp T-k t6) fi -4E. AsE Ok. 4: - $ r4V4g!f.4 7 -- '!/1 . Q9'44 a = r "473.c -- .l_.0s3few- .4fê1 - -- t°9 /ore! - - --- -- ---- r 'r' (o7 f?f) 4" ap' /v' p '•' ./ 1 'a ij ;j1 4r k/ 1• 1t' •, 9 I', 0 -- __ V ,VV# 9 07fhWS a _9__ j ,yf4/7/ JWJØ fJS V NOT 1sce4D -rc 0>eW1F z a&AØXkkK - -' ft933ACtiVftyROaJ 'Suits G San Diego, CA 92126 MATERIAL SAFETY DATA SHEET . IV. HEALTH HAZARD DATA 'T i-578.2102. :: 9-13-85 CHEMICAL NAME AND SYNONYMS: CHEMICAL FAMILY: I TRADE NAME: Icii PMOIR THRESHOLD LIMIT VALUE: 600ppm EFFECTS OFOVER.EXPOSURE: DIZZINESS, NARCOTIC IN HIGH CONCENTRATIONS - MAY CAUSE HEADACHE AND DROWSINESS D, N.O.I.B.N. PHYSICAL DATA BOILING POINT (°F) 96 SPECIFIC GRAVITY (WATER=]) 1.02 VAPOR PRESSURE (miafig ) 460 PERCENT VOLATILE (BY VOLUME) inn VAPOR DENSITY (AIR I) .2 EVAPORATION RATE ( CC14 1) 1-7 SOLUBILITY IN WATER ( .by wt.) NO APPEARANCE AND ODOR CLEAR, COLORLESS LIQUID - II. HAZARDOUS INGREDIENTS III. FIRE AND EXPLOSION HAZARD DATA I IN AIR (% by volume) c1LOWER: UPPER: - - 1 ILASH POINT (T.O.C.) I NONE FLAMMABILITY LIMITS - I I CARBO I EXTINGUISHING MEDIA. II WATER I DIOXIDE IJ ALCOHOL I1OAM DRY CHEMICAL SPCIAL FIRE FIGHTING ( NONE PROCEDURES I UNUSUAL FIRE AND I WILL IGNITE AFTER 301 EVAPORATION EXPLOSION HAZARDS - NFPA RATING: Tile Information contained herein I. based on data ces,,Idered accurate and given In good faith but no warranty, expressed or Implied, Is mad.. EMERGENCY PHONE NUMBER (312) 235-1600 EMERGENCY AND FIRST AID PROCEDURES EYE CONTACT: FLUSH WITH PLENTY OF WATER SKIN CONTACT: WILL EVAPORATE - REPLACE MOISTURE WITH HAND LOTION INHALATION: REMOVE TO FRESH AIR INGESTION: INDUCE VOMITING V. .REACTIVITY DATA CONDITIONS TO AVOID: STABILITY: I STABLE INCOMPATIBILIT( (MATERALS TOAVOID).NONE HAZARDOUS DECOMPOSITION PRODUCTS: MAY DECOMPOSE IN CONTACT WITH FLUME TO FORM PHOSGENE AND HYDROCHLORIC ACID HAZARDOUS J.MALQCCUR CONDITIONS TO AVOID: NONE POLYMERIZATION: IWILL NOT OCCUR I x VI. SPILL OR LEAK PROCEDURES STEPS TO BE TAKEN IN CASE MATERIAL IS RELEASED OR SPILLED: WIPE UP IMMEDIATELY BY SOAKING UP INTO ABSORBENT MATERIAL - AVOID BREATHING VAPORS - REMOVE SOAKED - WASTE DISPOSAL METHOD:1CCppflTNi TO lOCAl. PFJIITATTONc - CLOTHING JUSUALLY BY PYROLYSI VII. SPECIAL PROTECTION INFORMATION - PROTECTIVE GLOVES. NEIiPRENF EYE PROTECTION: shrirry rnr.t-r PC OTHER PROTECTIVE EQUIPMENT: NONE VIII. SPECIAL PRECAUTIONS PRECAUTIONS TO BE TAKEN IN HANDLING AND STORAGE: AVOID CONTACT WITH SKIN AND EYES - AVOID BREATHING VAPORS - STORB AT TEMPERATURE NOT EXCEEflTN( Rfl°F Lii KESTER SOLDER PIHER PRECAUTIONS: DO NOT SMOKE WHILE USING THIS SOLVENT - OPEN CONTAINERS CAREFULLY rzti I'TFPNAPRE ,1JRE BUILD UP litton 4201 WRIGHIW000 AVENUE CHICAGO, ILLINOIS 60639 366-11/93 ç-&- 9.Q..#- MATERIAL SAFETY DATA SHEET 5-18-81 CHEMICAL NAME AND SYNONYMS CHEMICAL FAMILY. TRADE NAME: I. PHYSICAL DATA BOILING P01111 (°F) . L....___io SPECIFIC GRAVITY WATER.I) 0.783 VAPOR PRESSURE (utui:Hg ) 33 PERCENT VOLATILE (BY VOLUME) 100 VAPOR DENSITY L _(AIR! 1 EVAPORATION RATE (n-fl.Acetl) 1.7 SOLUBILITY IN WATER (thy WI.) J 100 OLOITLESS LIQUID WITH ALCOIIOL. ODOR - II. HAZARDOUS INGREDIENTS ISUPnOPNIOL - 99 TLV (ppm ) 400 C.A.S. REGISTRY I 67-63-0 IV. HEALTH HAZARD DATA THRESHOLD LIMIT VALUE: 400 EFFECTS OF OVER.EXPOSURE:Irritatiop of eyes • nose and throat. IIeadacIte,nausca dizziness.ay induce transient narcosis in high vapor coIIcefr!!_ Pro 1ongpJ_I Ll iLa2t InL4e _kr Y_L ing. EMERGENCY AND FIRST AID PROCEDURES EYE CONTACT:_Flushwith water f or 15-mm. and get medical attention. SKINCONTACT. Wash thoroughly with water. - INhALATION: Remove to fresh air. Restore breathing If necessary. -- INGESTION: Induce vomiting. Get prompt medical attention. V. REACTIVITY DATA IJNS7AB1E[_ CONDITIONS 70 AVOID: Sparks, open flame. STABILITY: STABLE I INCOMPATIBILITY (MATERIALS TO AVOID): Strong oxidizers - HAZARDOUS DF.COMPOSIT iON PRODUCTS tioume HAZARDOUS JMA1_UR 4_LUNOIIIUN5 tOAVUlO: POLYMERIZATION: I WILL NOT OCCUR X - VI. SPILL OR LEAK PROCEDURES STEPS TO BE TAKEN IN CASE MATERIAL IS RELEASED OR SPILLED. Eliminate sources of iqn life Soak up with absorbent and remove. WASTE DISPOSAL METHOCt: According to local regulations. Usually by incineration III. FIRE AND EXPLOSION HAZARD DATA FLASH POINT (T.O.C.) 650F FLAMMABILITY LIMITS IN AIR (% by o JLER: 2.0 J UPPER: 15 vk.,n.) ___________________ WATER jiAf1bITi 1 - I DIDXIQL.J2L1 ALCONOL FOAM 1x 1 DRY CHEMICAL lxi EXTINGUISHING MEDIA: I SPECIAL FIRE FIGhTING Use wotersprayio cool fire-exposed surfaces and PROCEDURES tro1 vapor. UNUSUAL FIRE AND None EXPLOSION HAZARDS NF PA RATING. The InIwn.aIIon conlalq.d h.,.In I. baud an do,. consideted accurate and qlu.n In good faith but < 8> a only. .,.p..s..d a. I,Ii.d. It ...d.. EMERGENCY PHONE NUMBER (312) 235-1600 ID KESTER SOLDER Litton 4201 WITIGIITWOOD AVENUE CHICAGO. ILLINOIS 60639 360-2/81 VII. SPECIAL PROTECTION INFORMATION YPRO1ECTION (SPECIFY TYPE). Not usually reguim i t nrAl FYIUIIçT iru I SPECIAL: VENTILATION )n.in.U!t vapors hIow TI.V PROTECTIVE GLOVES: lleconunended EYE PROTECTION: Safety glasses OTHER PROTECTIVE EQUIPMENT: Hone VIII. SPECIAL PRECAUTIONS PRECAUTIONS_lOBE TAKEN INIIANDLINGAI1DSTORAGE: Avoid eye and skin contact. Avoid jeg_yipors.Store in a cool area away from sparks or open flame. _QlliEjLPRICAiJTIONS: 110110 -- MATERIAL SAFETY DATA SHEET 004e 11-30-84 CHEMICAL NAME AND SYNONYMS. CHEMICAL FAMILY: I TRADE NAME: 12331 ORGAN IC FLUX rnnII A. I nn T HIPPIW fi Litt. FLANTIADLE LIOU ID I. PHYSICAl.. DATA BOILING POINT (*F) 180 PECIFI GRAVITY (WATER .1) 0.893 VAPOR PRESSURE I= Hg ) 10 PERCENT VOLATILE iYPPL EVAPORATION RATE (CC j4 .11 -- p11 VAPOR DENSITY (AIR .11 SOLUBILITY IN WATER Is ly -I.) 1.6 100 6.5-7.0 APPEARANCE AND ODOR 1 Pale amber to amber liquid with alcohol odor II. HAZARDOUS IPURE0IEtITS MATERIAL - ILV (ppm) C.A.S. REGISTRY S ISOPROPANOL 65_• - 2.5 - 10 400 64-19-7 ACETIC ACID Other ingredients not classifit I as hazardoIs by _2.Iul .. N/A Polyol - 16 Surfactant S ti/A Amine hydrochloride - S H/A HLA ..Qran lacLd .c 2 S Amine 4 11/1'. ._An_al 1e r gen tlictLmAaue_tMh_ozJesp1xtoJy_iIL1La1th(Lupaa cnotacL_._. with liquid or fumes emitted during soldering for a sensitive person III. FIRE AND EXPLOSION HAZARD DATA .1 I FLAMMABILITY LIMITS FLASH POINT ( T.O.C) LOWER: 2 UPPER: Is 6501 L IN AIR (%I .I',)_________ EXIINGUIS}IING MEDIA: CARBON icooro.0 DRYCHEMICAL WATER I I DIOXIDE SPECIAL FIRE FIGHTING I Use waterspray to cool tj exposed cojires_ao&__ PROCEDURES icontrol vapors. - UNUSUAL FIRE AND I Autoignit ion temperature is 750F. EXPLOSION HAZARDS HP PA RATING: The Inf..nail.n C9.161.6a h.,.Iis Is %.1.J on 4.19 I c.nild.,.4 .ccu-.Ie s..4 gIri hi goo4 161116 Ii & I ... ..1..062.4 . Ispll.J. Is p,.a4.. NUMBER (3121235-1600 Lii KESTER SOLDER Utton 4201 WTTIGIITW000 AVENUE CHICAGO. ILLINOIS 60639 a.liIfl IV. HEALIII HAZARD DATA -- ¶HRESIIOID LIMIT VALUE 409_p.pm EFFECTS OF OVER-EXPOSURE. Inhalation of vapors can irritate respiratory tract aril _pLo_dcej headache, _nausea or d1z tne ss. Eye contact wi th_jqJ5d can cause irritation. Prolonged or repeati.d skin contact may cause irritation. - -EMERGENCY AND FIRST AID PROCEDURES EYE CONTACT: llush with water !oi 15 mm. and get medical attention. - SKIN CONTACT: Wash with soap anduater. INHALATION. Remove to fresh air. iNAEITION- vomIting and call Y..FtEACIIVITY DATA (lSTABLE CONUITION, TO AVOID Spilrks, open flame STABILITY: STABLE x IIPICOMPATIBILITY (MATERIALS TO AVOID) Stron9_9icidlzers HAZARDOUS DECOMPOSITION PRODUCTS Hydrogen chloride fumes may be produced dur in9 solder ing HAZARDOUS JU CollOITIONSTOAVOID: POLYMERIZATION: WILL NOT ox VI.SPILt.OR LEAK PROCEDURES STEPS TORETAYEU!tl CASE MATERIAL IS RI tEASED OR SPILLED ClimL,ste sO.i.ces of till io Use absorbent for small spills orflush aaL with ICnty_of_c__ WASTE DISPOSAL_METHOD. According to local regulations.Flux hasret_r.aL fillS VII. SPECIAL PROTECTION IN1ORMATIOU RESPIRATORY PROTECTION (SPECIFY TYPEL Usually .2! req2tred _ I OCALEX'AMSL_ Rem- !2!2 smOkef jECAL- VENTILATION -- - -. I fumes from breathingarea MECHANICAL (GENI). _OTHER._ PROTECTI VIE GLOVES. ImrvLousjLovcs EYE OTHER PROTECTIVEEQUIPML:PIT:tlot usually reqiired VIII. SPECIAL PRECAUTIONS _1!ECAUTIONS10BE7AKENIIIHANDLING AND STORAGE_ Store away from .sources _oJ_. Iqn 119". Avoideyecontact.Avoidprolongedor repeated skincontact. Avoid brethin9 smoke/vapors emittedduringsoldering. ..._Q11iERPRE.CAPTI01S;_STORCi\BOVE450Ftopreventseparationotconstitus U.S. DEPARTMENT OF LABOR Occupational Safety and Health Administration MATERIAL SAFETY DAT A S HEET Required under USDL Safety and Health Regulations for Ship Repairing. Shipbuilding, and Shipbreaking (29 CFR 1915, 1916. 1917) Form Approved 0M6 No. 44-R1387 7Z- MANUFACTU Techfor A 1PS J(NL cP-MIçALI CHEMICAL Alkc. SECTION I • .ERS NAME EMERGENCY TELEPHONE NO. mLaboratories - - 1 213-532-1254 t?, Stott St ee and co CA 90061 MEANOSYNPNYMS . [TRAOE NAME ANPYNONYMS 560 TC - - ,IILY J FORMULA metal salts of orcTan].c & linorganic 5 n/a SECTION II - HAZARDOUS INGREDIENTS •. .•• ____ PAINTS, P. .ESERVATIVES, & SOLVENTS % ALLOYS AND METALLIC COATINGS % PIGMENTS 2 BASE METAL S CATALYST Q ALLOYS VEHICLE 50 METALLIC COATINGS - SOLVENTS WATER 48 FILLER METAL PLUS - ADDITIVES 0 OTHERS OTHERS • . 0 -. - . ;• - -. - . HAZARDOUS MIXTURES OF OTHER 'LIQUIDS. SOLIDS, OR GASES % - TLV (Units) when mixed with conc. HCLor H2S0 rn41 d • -Solidifies evolution of heat. SECTION III PHYSICAL DATA 8OILI6 POINT (°F.) 212 SPECIFIC GRAVITY (H20-1) 7 .0 VAPOR PRESSURE (mm H.) 23.723.7 PERCENT. VOLATILE BY VOLUME (%) S VAPOR DENSITY (AIR-1) 23 . • - WAMRATION RATE UC 0.8 SOLUBILITY IN WATER - • 980/0 sbli ble. S APPEARANCE AND ODOR rn1rr - SECTION IV . FIRE AND EXPLOSION HAZARD DATA. FLAI rTazT .• • • 1FLAMMABLE LIMITS : U•I EXTINGUISHING MEDIA . - non- flammable SPECIAL FIRE FIGHTING PROCEDURES. not required UNUSUAL lIRE AND EXPLOSION HAZARDS none PACE (1) (Continued on reveri. side) . - Form OSHA20 now. May 72 - - - :'- SECTION V HEALTH HAZARD DATA I THRESHOLD LIMIT VALVE -- : EFFECTS OF OVEREXPOSURE Skin i rri t such as experienced from strong soaps EMERGENCY At .3 FIRST AID PROCEDURES - Sidri-remc.ie with soap and water. Eye- flush with water for 10-15 m i n u e s . If irrita:iOfl persists, get medical help. -Oral - if swallowed use an Emetic ani see physician promptly. SECTION VI - REACTIVITY DATA STABILITY I I I UNSTABLE CONDITIONS TO AVOID I I STABLE lxx I INCOMPATAI '1 ('ta:gr,ais lu avoid) coricerit :ea inorganic acids; HC1 • H,SO4 HAZARDOUS 0 COMPOSITION PRODUCTS None CONDITIONS TO AVOID I HAZARDOUS MAY OCCUR I I I I POLYMERIZATION I I - WILL NOT OCCUR XXX 1 SECTION VII - SPILL OR LEAK PROCEDURES STEPS TO BE TAE.N IN CASE MATERIAL IS R.ELEASED OR SPILLED Pump liquid into salvage drum. Soak up spills with absorbant such as as clay or sawdust. Flush with water to remove film r e s i d u e . WASTE DISPOSAL METHOD .' i - Peclaim; bury n chemical dump, flush down drain with water. SECTION VIII - SPECIAL PROTECTION INFORMATION RESPIRATORY PROTECTION (Specify type) none necessary. VENTILATION ,1 LOCAL EXHAUST - none MECHANICAL (Genera!) reauired 1 SPECIAL I- OTHER PROTECTIVE GLOVES plastic or rubber I EYE PROTECTION I -glasses or goggles OTHER PROTECTIVE EQUIPMENT none SECTION IX - SPECIAL PRECAUTIQN$ PRECAUTIONS TO BE TAKEN IN HANDLING AND STORIN G normal housekeeping standards OTHER PRECAUTIONS - - nrrn PAGE (2) -Form OSHA-20 CPO •.4O Rev. May 71 COMMERCIAL/INDUSTRIAL APPLICATION FORM FOR INDUSTRIAL WASTE DISCHARGE PERMIT CITY OF CARLSBAD APPLICATION: NEW - (CHECK ONE) REVISED__________ 88. Signature of City Representative BUILDING P.C. NO.42 ' APPLICATION NO.:_____________ INDUSTRIAL CLASS: / DATE: APPLICATION FOR INDUSTRIAL WASTE DISCHARGE PERMIT File #81294627 -. -- SITE Palomar Oaks -- Sstemjnc. ADDRESS: APPLICANT:Decom Carlsbad, Bldg. #6 TYPE OF BUSINESS: •ElectronicsM.nufacturin,'_ APPLICANT'S ADDRESS: - Current - 340 Rancheros Dr., _.an MarcosLcA 92069 WASTES AND PROCESSING: (Check where applicable) f Domestic Waste oniy ' I IriduatrialWaete J Industrial Waste NOT Discharged to Sewer Discharged to Sewer GENERAL DESCRIPTION OF WASTE (Chemical and Physical Characteristics of proposed waste): -- - SEE ATTACHED MATERIAL E DATA - GENERAL DESCRIPTION OF PROCESS (If Applicable): - -- WASTES TO BE DISCHARGED TO SEWER: (SEE NOTES ON ATTACHED DATA SHEETS) WASTE: TREATED: UUANTITYt AVERAGE GPD (Check One) UNTREATED:x (Daily) MAXIMUM _ GPD * We have not included normal toilet related wastes. (Gail-one Per Day) Assume the normal averages for 85 - 100 employees. APPLICANT OR REPRESENTATIVE OF FIRM:_ RichardK.Carrine (rint TITLE: Vice PresidentManufactlr)i7g SIGNATURE: _- DATE: April 5,1988 A. GENERAL: