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HomeMy WebLinkAbout2385 MARRON RD; ; 86-83; PermitI hereby affirm that I -am licensed; under ¢ p - ,provlslona of Chapter 9 (commencing 'with . Section 700d): of Division 3 of the •Business t and Professions Code, and my Ilcensals in ¢ full, force and effect. 1.5 i� z Lic. No Class 1 hereby affirm that I am exempt from the Contrac- tor's License Law for the following reason (Sec 7031.5 ' 8d'siness and.Professions; Code: Any city or county which.re- goue"s apermit to constrdct alter, Improve, demolish, or I ' .repair any structure, prior fo its issuance also requues the ap. Alpo forsuch perm" to file a signed 'statement that he is t licensed pursuant to the provisions of the Contractor's License Law (Chapter 9'commencing with Section 7000 of Division 3 of the Business ai "'Professions Code) or that is ex- I ' ein I therefrom ana basis for the allegetlexemption. -Any- violation of Section 7"1,5 by an applicanPior a p'ermd soft - teas the applicant'to a•civil penalty of notmore than live lion- , I died dolldrs ($500). q ❑ I, as'owner of the property, or myemployees with wages -I ' t Lu as their sole compensation, will do the workranddhe struc=-' p lure is`.not-intended* offered for sale (Sec.76An .R^;i'.ess .J -and Professions Code: The Contractor's Liceris�UA does j i ,no( apply to an owner of property who buillls or improves thereon and who does such work himselhorlhrough,his,owh t ¢ - employees, provided thai such,improdements are not intend- "sale. u! ed or -offered tot If, however, the 6uildmg-or improve- ' z ment•is•sold,within one year'of completion, the -owner -builder 3 will haveAhe burden of proving lhat-he did -mot build-6 im- O. prove'for the.pdrpose of sale). , ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the'prolect(See, 7044, Business and Professions Code: The -Contractor's License 3 Law does not apply -to an owner of property.who builds or.im- proves ;thereon, and who contracts for each projects with a y Z, Loanvtractor(s) license pursuant to the Contractor's License O S H " ❑ As a•homeowner I am improv`mg'my home, and the follow- • -C ing conditions exist: 1. The•work is being performed prior to, sale. 2. 1 have 'lived in my home for twelve months O prior to comptelfon of this work. W 3. i have not claimed this exemption during the last three years. ❑ 1 am exempt under Sec. - , B & P.C. for this, reason z N Cr X Cr O 3 ❑ 1 hereby affirm that I have a certificate of consent to self -insure. or a certificate of Workers' Compensation In. surance, or a certified copy -thereof (Sec. 3800. L or Co ) POLICY NO. COMPANY ❑ Copy is filed with the city - u ❑ Certified copy is hereby furnished CERTIFICATE OF EXEMPTION OM WORKERS' COMPENSATION INSURANCE (This section need not -be completed if the permit is for one hundred dollars ($100) or less) -❑ 1 certify that in the performance of the work for which this permit is issued; I shall not employ any person in any manner so as to become subject to the Workers' Compen- sation=Laws of •California. NOTICE TO APPLICANT: if,.after making this Certificate of Exemption. you should become subjechto the Workers' Compensation provisions of the Labor Code, you must . -forthwith comply with such provisions'or this permit shall be deemed revoked. ❑ I -hereby affjrm-thait t there is a construction lending U, agency forthe performance of the work forwhich•thisper, G ,raft is -issued (Sec. 3097, Civil'Code) z ... UJ Lender's -Name J Lender's Address ` BALL POINT PEWONLY & PRESS HARD APPLICANT TO FILL IN' INFORMATION WITHIN SHADED AREA AND DECLARATIONS. CARLSBAD' BUIL®,IIVG,DEPARTMENT APPLiCATI©N, PERMIT -Carlsbad, 'California 92008.1989 (619) 438-5525 JOB ADDRESS • AV, ST.RD, - NEAREST CRQSS ST. - DATE ' F A' PP ICAT 6NI 'BUS! d LICENSE # 2 LOT BLOCK SUBDt VISi 'O• N - - ASSESSOR PARCEL'NO. - CONTRACTOR C.OyNT/j CTORS PHONE M OWOE NER'S NAME OWNER'S'PH N Z ` 24 `03. t CONTRACTOR'S ADDRESS - ,. , LICENSE NO. OWNER'S MAILING•ADDRESS / I - 1 l%G,....- { DESIGNER - - DESIGNERR!S PHONE DESCRIPTION OF WORK - ��3 Z�' - + .• i-DESI.GNfi 'S ADDRESS t LICENSE NO, �F/P- F•LR-ELEV. - NO OCC GP -- • EDU - C w �} y/� • STORIES -' VALUATION , PERMIT•NUMBER• 'ZONE' PLANJ.O. # ,. BUILDING SQ. FOOTAGE !y� rg - - - - t� "1ORY � ®' - off I,/�o51$ 0/.'2l-s, Cu- -_ Not Valid Unless Machine Certified CENSUS TRACT - •GP LAND US-E PARKING -SPACE RES UNI'YSt ' GRADING -PERMIT ISSUED Y ❑ N ❑ REDEVELOPMENT AREA Y ❑ NO - TYPE - CONST _ OCC LOAD FIRE SPR Y❑ NO QTY. PLUMBING PERMIT'- ISSUE QTY. MECHANICAL PERMIT - ISSUE SUMMARY/ACCOUNT NUMBER EACH FIXTURE TRAP INSTALL FURN. DUCTS UP TO 100,000 BTU BUILDING PERMIT 001-810=00=00.8220 t EACH BUILDING SEWER t, OVER 100,000 BTU SIGN PE 'IT 001-810-00-00-8221 EACH WATER HEAT E'R AND/GR'VENT BOILER/COMPRESSOR UP TO 3 HP CHECK 001-8,10-00.00.8806 , EACH GAS SYSTEM 1 TO 4 OUTLETS BOILER/COMPRESSOR 3-15 HP TOTAL PLUMBING 001-810-00-00-8222 EACH GAS SYSTEM 5 OR MORE METAL FIREPLACE ELECTRICAL 001-810-00-00-8223 EACH INSTAI,., ALTER, REPAIR WATER PIPE VENT FAN SINGLE DUCT MECHANICAL 001-810-00-00-8224 EACH VACUUM BREAKER MECH EXHAUST - HOOD/DUCTS MOBILEHOME- 001-810-00-00-8225 WATER SOFTNER RELOCATION OF EA FURNACE/H R MOBILEHOME PARK INSP EACH'ROOF DRAIN (INSIDE) SOLAR 001-810-00-00-8226 TOTAL MECH AL STRONG MOTION 880-519-92-33 TOTAL PLUMBING FIRE SPRINKLERS 001=810-00-00-8227 I QTY. ELECTRICAL PERMIT - ISSUE S... QTY. SOLAR ISSUE PUBLICTACILITIES FEE 332-810-00-00-8930' I NEW CONST EA AMP/SWTIBKR COLLECTORS SCHOOL FEE - DISTRICT ( 1 PH 3 P STORAGETANKS Carlsbad _ I• EXIST B•LDG EA AMP/SWT/BK R CK STORAGE Encinitas i i .PH 3 PUMP San Dieguito I I REMOOEL:ALTER PER CIRC PLAN CHECK FEE San Marcos (' TEMP POLE 200 AMPS , ( OVER 200 AMPS LICENSE TAX" 001-810-00-00-8162 �. TEMPOCCUPANCY D MFF 880-519-92-57 1' CREDIT DEPOSIT I OTAL ELECTRICAL I Y - TOTAL SOLAR TOTAL FEES. PAYABLE ( I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO. HEREBY I CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE DECLARATIONS ARE TRUE AND CORiJECT AND) FURTHER CERTIFY AND AGREE IF A PERMIT 1S 1 ISSUED: TO COMPLY VJf7H AFL 017Y. COUNTY AND STATE LAWS GOVERNING BUILDING CON• Expiration. Every permit issued,by the Building Official under the provisions of.this fir AN OSHA PERMIT IS REQUIRED FOR EXCAVATIONS OVER Code shall expire by limitation and become null and void If the building or work 5' 0" DEEP AND DEMOLITION OR CONSTRt1CT10N OF authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permfl is suspended or TRUCTURES OVER 3 STORIES IN HEtGNT abandoned at an time after the work is commenced fora an. of 180 days of nu..,1.ui r. n=i­­1 it1 � AP 'S SIGNATURE �f• j: KEEP HARMLESS THE CITY OF.OARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN, CONSEQUENCE OF HE ( GRANTING OF THIS PERMIT. I CONTRACTOR•LJ Hrrr J u CY BY PHONE Cl • if TYPE I DATE INSPECTOR BUILDINd' FOUNDATION REINFORCED STEEL MASONRY PUNITE OR GROUT SUB FRAME El FLOOR El CEILING SHEATHING El ROOF FRAME EXTERIOR LATH INSULATION INTERIOR LATH & DRYWALL FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS INSP INSPECTION REQ. IF INSPECTOR'S DATE CHECKED APPROVAL SOILS COMPLIANCE PRIOR TO FOUNDATION INSP .STRUCTURAL CONCRETE OVER 2000 PSI 7 PRESTRESSED CONCRETE POST TENSIONED CONCRETE PLUMBING I FIELD I[-D WELDING 0 SEWER AND BLICO 0 PILICO HIGH STRENGTH UNDERGROUND El WASTE E1,WATER BOLTS I " TOP OUT El WASTE 0 ATER SPECIAL MASONRY TUB AND SHOWER PAN GAS TEST i PILES CAISSONS 0 WATER HEATER 0 SOLAR WTER ELECTRICAL El ELECTRIC UNDERGROUND Ell UFFER A - ROUGH ELECTRIC i 0 ELECTRIC SERVICE -- El -TEMPRARY 0 BONDING 0 POOL MECHANICAL o DUCT & PLEM., El REF. PIPING HEAT — AIR COND. SYSTEMS VENTILATING -SYSTEMS A Y: ;E I " my CALL FOR FINAL INSPECTION WHEN ALL APP`ROPR v -WHENITEMS ABOVE HAVE BEEN APPROVED. FINAL PLUMBING ELECTRICAL MECHANICAL GAS BUILDING SPECIAL CONDITIONS \J ES aro 20 City of Carldab REQUEST FOR INSPECTION RECORD INSPECTC OWNER — ADDRESS REQUEST IN RMIT BUILDING' ❑ FOUNDATION ❑ FOOTING ❑ SLAB ❑ REINFORCING STEEL `❑ MASONRY ❑ GROUT - GUNITE ❑ FLOOR AND CEILING SUB FRAME ❑ SHEATHING ❑ ROOF '❑ SHEAR ❑ FRAME ❑ EXTERIOR LATH ❑ INSUVORLATH N ❑ INT OR DRYWALL NAL PLUMBING ❑ ,UNDERGROUND PLUMBING ❑ SEWER AND PL/CO ❑ TOP OUT PLUMBING ❑ TUB OR SHOWER PAN ❑ GAS 7 ST ❑ W ER HEATER 1 ❑ OLAR WATER FINAL SPECIAL INSTRUCTIONS a TIME: DATE: G PHONE NO. PERSON TAKING REPORT ELECTRICAL ❑ TEMPORARY SERVICE ❑ UFFER GROUND ❑ ELECTRIC UNDERGROUND ❑ ROUGH ELECTRIC ❑ POOL NDING ❑ E TRIC SERVICE FINAL MISCELLANEOUS ❑ CONDITIONED AIR SYSTEMS ❑ SOLAR HEAT ❑ PATIO ❑ POOL ❑ SPA ❑ SIGN ❑ GRADING ❑ DRIVEWAY ❑ FINAL Ready r Inspection: Monday A.M. 0 P.M. ❑ Tuesday ❑ Wednesday ❑ Thursday ❑ Friday City bf .Carlsbad MISCELLANEOUS-! 1200 ELM, CARLSBAO, CA 92008 • TEL. (619) 438-5525 AEGEI-PT Job - 5 A A i-7 Address »o� C3 MISCELLANEOUS FEE RECEIPT 001-810-00-00-88061 ❑ " PLAN CHECK" FEE t ❑ 'VALUATION { , 1 ❑ DEMOLITION ❑ HOUSE MOVING ❑ PARKS AND -RECREATION FEE ❑PUBLIC FACILITIES FEEState ❑ SCHOOL FEE - DISTRICTS.Classif. ❑ Carlsbad ❑ Encinitas ❑ San, Diego ❑ San Marcos ❑ CERTIFICATE OF OCCUPANCY ❑ / 1' !` Owner � ` N G ,�jit Mailing Address �y, � 7 � wctl.��t"fZ,t1i'� ' Cit59 t--wra-lG"%" fiis < Zfpq � TeL+ t &%i p s j�� "6 Contfactor U� � p{ %��441--� �j1J� Address t / Q, d < �r �( City Lic. ` pr-ity COMPLETE FOR PLAN CRECK ONLY LEGAL DESCRIPTION - ' 2 ''' ASSESSORS PARCEL NO:. ( 07tz ; r'c. DESCRIPTION OF'WORK -?`.l`"�tG .'oT r�wc AP't 4 El El PLAN ID NO. DESIGNER'ADORESS `-�."+*� �" A`, A OC- A i p2 �' ❑ =�� PHONE G.. 1_3 ° '-r S-Z I Is T -7 ❑ TOTAL FEE WARNING: PLAN CHECK FEES, WHERE NO, ACTION IS TAKEN APPLICANT IN 180 DAYS AND NO,BUILDING •PERMIT IS FORFEITED TO THE CITY. COMMENTS: $ Ala BY THE ISSUED, ARE CONTACT PERSON 'T - Signature of Applicant �`"' <`'" s.t .Date. White = A"pplicant Yellow — File Pink — (1) Finance (2) Data Process Gold —Assessor ESGIL CORPORATION 9320 CHESAI'EAKE DR., SUITE 208 SAN DIEGO, CA 92123- (619) 560.1468 DATE: OA R C 4 25 O V n JURISDICTION: CARLSBAD PLAN CHECK NO: gC4'00 PROJECT ADDRESS: 2 3B 5. "AZ P Q Q R. v PROJECT NAME: PLAMA C l 1.1 P M A - - PPLICANT V JURISDICTION PLAN CHECKER FILE COPY Q,UPS DESIGNER Q 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 BELOW are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should -be corrected and.resubmitted for a complete recheck. The .check list transmitted herewith is the jurisdiction's acopy 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. n 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 •0 been completed. Person contacted: LIN Date contacted: Telephone # REMARKS: T=IQE M"AI; StAbL. APPROVAL. 15 REG)> ADD1-T1OK3 TO E/CIST'G . v, 0OQ 5PP_1QKL.r_> gLDG) BY: �� ENCL: ESGIL CORP"OR TION ESGIL CORPORATION 9320 CHESAPEAKE DR.. SUITE 208 SAN DIEGO, CA 92123 (61 J) 56& 1.468 DATE: sto ❑APPLICANT ,JURISDICTION JURISDICTION: C of ❑ PLAN CHECKER ❑ FILE COPY PLAN CHECK NO: $ - $ 3 ❑ UPS - ❑ DESIGNER PROJECT ADDRESS: 23$� IJl�4f2J�a► �.D.. PROJECT NAME: RLASA C ► via MA The plans transmitted herewith have been corrected where Q necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply ❑ with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies ❑ identified on'the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is the jurisdiction's copy for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. ❑ The applicant's copy of the check list is enclosed,for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: CG.a, ►ot4 ►4tsstoQ Sr Sa, PAsAoE,JA CA -Ito30 Esgil staff did not advise the applicant contact person that plan check has been completed. Esgi-1 staff did advise applicant that the plan check has ❑ been completed. Person contacted: Date contacted: Telephone #_ REMARKS: BY: ENCL : ESGIL CORPORA ON ,.< CITY OF CARLSBAD PLAN CHECK NO. 86-83 III 2385 MARRON ROAD PLAZA CINEMA MARCH 18, 1986 REMAINING CORRECTIONS 1. Specify that roof sheathing is to be a double thickness of 1 x 6 T. & G. boards. If you wish to substitute plywood in lieu of 1 layer of 1 x 6 boards, it should be 3/4 inch thick plywood. 2. Soil report requirements, original correction #187, refer to Tony Mata. 3. Indicate on plans that a pre -manufactured ticket booth is not a part of this permit. 4. Many details on Sheet A-1, 8 1/2 x 11 sheets 3 through 13 do not reflect heavy timber construction. 5. Obtain fire marshall approval. 6. All sheets of plans are required to be signed by a licensed engineer or architect. This includes both sides of the plan sheet when printed on both sides. If you have any questions please contact Gene Meier at Esgil Corporation, (619) 560-1468. Thank you. l ESGIL CORPORATION 932.0 CNESAPEAKE DR.. SUITE '308 SAN DIEG0, CA 92.123_ (619) 560.1468 DATE: M 4RL-1 It, , 19'9Co JURISDICTION: 0' /,RLS21AD PLAN CHECK NO: $ - $ PROJECT ADDRESS: 2 3 $5 M A2.0 M S`t' PROJECT NAME: PLAZ 4 CIiJEMA, ❑ APPLICANT JURISDICTION PLAN CHECKER FILE COPY UPS []DESIGNER ❑ 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 andand resubmitted for a complete recheck. - The check list transmitted herewith is the jurisdiction's copy for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the ❑ jurisdiction to return to the applicant contact person. ME The applicant's copy of the check list has been sent to: C7A, N�2S�-lP�ciLG�.c�.. 1014 Mi55(oto S57, _ �0, PA5Ao_�QA C4, 91050 ❑ Esgil staff did not advise the appl.icant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: 1-/eR_5gB,-_,2G rie . Date contacted: Telephone # 215 (D$2. 154-7 REMARKS - BY: ENCL : ESGIL •CORPORATION CITY OF CARLSBAD PLAN CHECK NO. 86-83 II 2385 MARON STREET_ PLAZA CINEMA 1. The initial plan check of the proposed waiting area and ticket tower for the subject building attempted to provide you with building code requirements and their application to the proposed work. Since the structure does not comply as an architectural pro- jection, checking was not conducted on -that basis; in view of code requirements, such an assumption is not acceptable. a)Projections, U.B:C. Section 1710: "Cornices, eave overhangs, exterior balconies and similar architectural appendages ..." This is not a projection as described above. b)U.B.C. Section 1710: "Projections from walls " does this proposed work project from the wall of the building as a cornice, eave over- hang, or exterior balcony would project? c)See U.B.,C. Section 424; "Exterior wall," & Section 403: "Building", Note that 'a line of posts defines the exterior wall, therefore since the pro posed,work is supported by walls (line of posts) it cannot qualify as a projec- tion. 2. Provide a fully executed and signed contract for the proposed work to show valuation of construction. 3. Your copy of the correction sheet is returned here- with, a recheck at this time will not be performed because of major deficiencies discussed above and the most critical corrections remain applicable. , u City of Carlsbad Plan Check No. 210 .March 11), 1986 3. Con't Esgil Corporation does not provide code consulting services, but rather performs plan check services, it is suggested you obtain the services of a know- ledgeable code consultant for clarifi-cation of code interpretation and requirements as may be applicable to this project. If clarification of the above comments is necessary, please contact Gene Meier at Esgi-1 Corporation Tel: (619)560-1468. 0 ESGIL CORPORATION 9330 CIIES: PEAKE DR.. SUITE 7.08 SANDII-GO,CAJ'312.1 ((i 19) DATE: JURISDICTION: 61TY O �A2LS� R PLAN CHECK NO: PROJECT ADDRESS: 239 PROJECT NAME: RL A Z A C l> FE ,IA APPLICANT JURISDICTION PLAN CHECKER 0 FILE COPY UPS DESIGN ER The plans transmitted herewith have been corrected where necessary anr. substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply n with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is the jurisdiction's -cony 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 perscn. ® The applicant's copy of the check list has been sent to: G. L , Lle25N,Be;e(GER 1014. 1-111S510AJ .Sj- G'A.SAL� ���� �,A ?XD 30 am Esgil staff did not advise the applicant contact person that plan check has been completed. a Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: RE;^.ARKS : Telephone T BY: 4.ENCL: ES IL CORPO TION TO: G.L. Hershberger 101-4 Mission -St. So. Pasadena, CA 91030 p�iiyyq'L;,:-".•4�4i-ty;n��,GL'k`'�J".,.,.F 4City of QCart��ab PPPLICANT COPY t200 ELM AVENUE CARL58A0, CALIFORNIA 92008 0 CITY COPY ❑ PLAN CHECKER COPY COMMERCIAL PLAN CORRECTION SHEET Box ofand A. Plan Check Number 86-83 Patron Shelter _ - ENCLOSURES: 1. 2. 3. B. Site address 2385 Maron 4. C. Owner So. Cal. Cinemas D. -Building Code Applicable 1976 LNC, 1979 UPC, 1982 LBC, 1984 NEC E. Occupant Load 134 @ 7f.t2 /occ Stories- 1 F. Occupancy A-3 Use Waiting Area G. Type of Construction V-N Sprinklers: H. Allowable Floor Area I, Basis for Area Increase Yes No Actual 920 f t 2 J. Remarks occ. LD as -for lobby accessory to assembly area Date Plans Submitted Date Plans to Plan Checker 2 / 14 / 8 6 Date Initial Plan Check Completed By E. Meier Applicant Contact Person - Tel. FOREWORD: PLEASE READ Circled corrections are applicable 1. This plan check is limited to technical requirements contained in the Uniform . Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The. plan check is based on regulations enforced by the Building Inspection Department. 2. You may have other corrections based on laws and ordinances enforced by the Planning, 'Engineering and Fire Departments. For information regarding those departments, please contact Mr. Carter Darnell at (619) 438-5525. 3� The items below need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), 1982 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. 4O. Please submit two sets of corrected plans and show on this list where corrections were made i.e. sheet; detail, etc. Return any original plans and documents that were returned to you by the city. The above items may be returned to the City - Building Department or to Esgil Corporation at 9320 Chesapeake Dr., Suite 208, San Diego, CA 92123, telephone (6-19) 560-1468. GENERAL QProvide the site address and a vicinity sketch on the Title Sheet. 6/. Provide the names, addresses and telephone L numbers of the owner and the responsible design professionals on the Title Sheet, OAll sheets of the plans and the first sheet of the calculations are required to be signed by the California licensed Architect or Engineer responsible for the design. Please include the California license number and the date the plans are signed. Indicate on the Title Sheet whether or not a grading permit is,required , for this project. 9O. 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. 10 Provide a Building Code Data Legend on the Title Sheet. Include the fol- lowing code information for each building proposed: —�---Occupancy Group —91Description of Use -- Type of Construction — P Sprinklers: Yes or No 'Stories =— o Height ---+-Floor Area --i Justification to exceed allowable area in Table 5-C Justification to exceed allowable height or stories in Table 5-D SITE PLAN 11 Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property lines, easements, streets, existing and proposed buildings and structures, location of yards used for allowable increase of building area and dimensioned setbacks. 12. Provi'de,a statement on the site plan stating: "All property lines, easements and buildings, both existing and proposed, are shown on this site plan". 13, 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. 14,r Show on the site plan all proposed walls,"retaining walls and fences. Specify their heights on the plans. 15 Clearly dimension building setbacks• from property lines, street center- lines, and from all adjacent buildings and structures on the site plan. I§� Show and dimension on the site plan all building projections including eaves, balconies-, cornices and similar appendages extending beyond the exterior walls. Show on the site plan, or provide the grading plans., showing finish floor elevations, elevations of finish grade adjacent to buildings, drainage patterns and locations and gradients of cut or fill slopes. Show dimensioned parking layout including any required handicap access spaces. y9. Show the location of any designated flood plains, open space easements, or other development restricted areas on the site plan. LOCATION ON PROPERTY 20. 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. 24 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). 22. The exterior walls less than feet to a property line or an assumed property line, shall be fire - rated construction. Section 03(a) 23 Exterior walls shall have a 30 inch parapet when less than feet to a property line or an assumed property line. (see exception, Section 1709i 24. 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(b) 25. 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(b) T " Eaves over required windows shall be not less than 30 inches from side And rear property lines. Section 504(-a) 27. Combustible projections located where openings are •required to be protected shall be heavy timber or one -hour construction. Section 1710 28. Projections may not extend more than 12 inches into areas where openings are not allowed. Section 17-10 Projections over public property must comply with Chapter 45. 30. 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) 3,Y. Fire -resistive exterior wall construction shall be maintained through attic areas., Section 4304(c) 32 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) 33. A covered passageway connecting separate buildings must comply with the requirements for an arcade. Section 509 ,Exterior exit balconies cannot be located in an area where openings are required to be protected. Section 3305(i) 35. Exterior stairways shall not project into yards where protection of openings is required. Section 3306(n) 36 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 3302 definition and Section 331i(d) Structural elements exposed in walls required to be fire -resistive construction due to location on property must have the same fire - resistive rated protection as the wail, or as required for the structural frame for the type of construction, whichever is greater. Table 17-A footnote 1, and Section 1702 /38. Openings for scuppers, mechanical equipment vents, foundation vents and similar openings are not permitted in walls located where openings are prohibited and would have to be -protected where openings are required to be protected. Table 5-A )- 30 ►�i=w Sv:�aL EQ IS A ,5`QAIRA7E fE�LDG FRO W, tSTttJa `�AT2= SSE U.&,CG, SaC- 2005 POP. - \tom} A LL � O P M �,3 1►J C) R ac mms . F=*o 2. �LDG. i �/PF- �, sew u Q?C- A5.r-- SA O 2 -Q- AT- OS\AJ P- v42E A ADDiTl A3 70 G :� 1571 _ I —I y PE: -1 1 44R- CC)UJ _ ?'2.0 C: 10 of A13D vv IDS L LE P,cA . vs AG UAL__ _ A;Z:Et,, _t o_2 ToT',4 t_ TE�> L-DG . ►J Ca 3� ��Cct' STAIR FQO-IA UPA57AtR.S E -X t:5-n u_Co AtJ o LJ EvV . -ro C o U R.T- 3CT �3� E.IJ BUILDING AREA 39. Provide on the Title Sheet of the plans the code justification for exceeding the basic allowable area in Table 5-C. Section 506 41- 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 41. As shown, the building(s) is/are over area for the Type of Construction shown. Table 5-C' 42 The total floor area of a multi -story -building cannot exceed twice the basic area allowed by Table 5-C after increasing the basic area, per Section 506 43 No single story can exceed the basic area allowed by Table 5-C plus the increases allowed by Section 506. 44: 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. 45/ A basement need not be included in �� the total allowable area, provided such a basement does not qualify as a story nor exceed the area permitted for a one story building. AREA SEPARATION WALLS 4¢. 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., III and IV buildings; and two-hour in Type II -one - hour, Type II-N and Type V buildings. Section 505(e)1 47,E Openings in four-hour area separation walls are required to be protected with three-hour fire -resistive assemblies, and 1-1/2 hour fire - resistive -assemblies in two-hour area separation walls. Section 505(e) 4$. Openings in area separation walls. / are limited to 25 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 pro- jections, (balconies, roof overhangs, canopies, marquees and architectural projections) and the projecting elements contain concealed spaces, the wall shall extend through the concealed space to the outer edges of the projecting -elements. The exterior walls, and projecting elements above, must be of one -hour con- struction on each side of the area separation wall ffor a distance equal to the depth of the projecting elements. Openings in the one -hour walls must be protected with three=fourth-hour assem- blies. Section 505(e)2 50. All area separation walls must extend / in a continuous straight vertical plane from the foundation to a point 30 inches above the roof, but may terminate at the underside of the roof sheathing if the roof/ceiling is two-hour construction. 51. Two-hour area separation walls may ter- minate at the roof sheathing provided that: A. Where the roof/ceiling framing elements are parallel to the walls, such framing and elements supporting such framing shall be of not less than one - hour fire=resistive construction for a width of not less than 5 feet on each side of the wall. B. where roof/ceiling framing elements are perpendicular to the wall, the entire span of such framing and elements supporting such framing shall be of not less than one -hour fire -resistive construction. C. Openings in the roof shall not be located within 5 feet of the area separation wall. Section 505(3) �2. No openings in the roof are permitted within 5 feet of a two-hour area separation wall if parapets are not provided. Section 505(e)3 SeE C 0t-tME►,n- -rp GdRRS 22-3b 53. Area separation walls, which /separate portions of buildings having different heights, may terminate 30 inches above the lower roof level, provided the exterior wall for a height of 10 feet above the lower roof is of one -hour fire -resistive construc- tion with openings protected by three - fourths -hour assemblies. As an alternate, the wall may terminate at the sheathing of the lower roof, provided roof/ceiling elements, if parallel to the wall, are one -hour construction for a 10 foot width along the wall at the lower roof; where the lower roof/ceiling elements are perpendicular to the wall, the roof/ceiling elements shall be one - hour for the entire span. Section 505 (e)5. 54. 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 55. Show the basis for the approved fire - resistive construction elements for the area separation wall, parapet, and ceiling assembly if used in lieu of parapet, i.e. Item number in Table 43-A, B, C or U.L. Directory, etc. (Note that trusses require two layers of 5/8 inch Type '%', per Gypsum Fire Resistance Design Manual, Item FC 5406) /56. See the attached article, "Area l Separation Walls Revisited", and incorporate appropriate data and details on your plans. 57. Provide complete.details of the area separation wall(s) to show compliance with Section 505(e)1-5. 5,8. Provide a note on the plans stating: l "Plumbing and conduit penetrations of the area separation wall shall be of copper or ferrous. No plastic pipe may penetrate the area separation wall". BUILDING HEIGHT/STORIES 59. Clearly show the maximum building height based on the definition in Section 409. / Clearly show if the lower level is a basement or story, based on the definitions in Section 403 and 420. 6L. 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. 62. 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. 4d. 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 other- wise required by Section 506 (area) or Section 508 (substitute for one -hour). Section 507 6g. Towers, spires and steeples shall comply with Section 507,exception 1. FIRE -RESISTIVE CONSTRUCTION 65Where one -hour fire -resistive con-struction 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 require- ments for: occupancy separations, exterior walls due to location on property, area separation walls-, shaft enclosures, corridor protection, stair enclosures, exit passageways, type of construction separation per Section 1701 and atriums constructed in accord- ance with Section 1715. Section 508 66. ,Provide details of the one -hour fire-. resistive construction. Include roof/ceiling assemblies, floor/ceiling assemblies, wall assemblies, post and beam assemblies, etc. 67. Maintain one -hour fire -resistive / wall construction at built in wall fixtures and behind mailboxes, fire- exitinguisher cabinets, electric panels exceeding 16 square inches in area, etc. Section 4304(e) 6�. Detail and reference ICBO number or / other approval for horizontal fire assembly using trusses. Section 4303(b)8 69. 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. Section 4303(b)6 70 Roof/ceiling and floor/ceiling assemblies must 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 con- struction or within fire -resistive shafts. �2. Detail prefabricated fireplace flues within individual fire -resistive shafts and specify fire -stopping around fireplace.box opening. Section 4304(ei 73 c Co'� ►.1� A�PI.�GABt-E Ga RRS . FIRE EXTINGUISHING ROOF 165 A fire -retardant roof covering is 179: Fire sprinklers are required on any story or basement when the floor area exceeds required. See exceptions under 1,500 sq.ft. and there is not provided Section 3202(b) at least 20 sq.ft. of opening entirely 166 G� Specify roof pitch, above the adjoining ground in each 50 lineal feet or fraction thereof of Roof pitch is not adequate for roof exterior wall on at least one side, or are provided on only one covering specified. Specify minimum when openings side and the opposite side is more than pitch of 75 feet away. Section 3802(b) 168 Specify roof material and application. 180,1 Fire sprinklers are required in a basement if any portion of a basement is more than 169 Specify ICBO, UL or other recognized from in an exterior wall. listing approval number for roof mater- 75 feet openings ials not covered in UBC. Section 3802(b) 170 Specify roof slope for drainage or 1 Fire sprinklers are required at the top and linen chutes and in their design to support accumulated water. of rubbish terminal rooms. Chutes extending through Section 3207(a) three or more floors shall have additional 171. Show roof drains and overflows. Size sprinkler heads installed within such floors. Sprinkler / drains per Appendix D of UPC. Section chutes at alternate heads shall be accessible for servicing. 3207(a) Section 3802(b) �2. Show the legal basis to allow roof 1g2. Fire sprinklers are required in retail drainage to flow on to the adjacent sales rooms where the floor area exceeds property. 12,600 sq.ft. on any floor or 24,000 sq.ft. on all floors. Section 3802 1�. Draft stop roof/ceiling area, attics, mansards, overhangs, false fronts and 183 Provide fire sprinklers similar to limit area to 3,000 sq. ft. or 60 LF (9,000 sq.ft. and 100 LF, if Section 506, 507, 508 or 3802. See also• sprinklered). Section 2516(f) Jurisdiction Ordinance. 174. B-2 and B-4 occupancies with over 1g4, When serving more than 100 sprinkler heads, 50,000 sq. ft. of undivided area and / automatic sprinkler systems shall be super- H occupancies over 15,000 sq.ft. of vised by an approved central, proprietary single floor area shall have smoke and or remote, station service, or shall be heat vents per Section 3206. provided with a local alarm which will give 175. Provide skylight details to show com- an audible signal at a constantly attended / pliance with Section 3401 and 5207 or location. provide ICBO or other recognized 1$5. standpipes per Section approval listing. 3807. A first story as allowed by Section 3867Provide A firs 176. Provide plastic roof panel details to 702 shall be included in determining the when determining if /show compliance with Section 5206 or number of stories standpipes are required. Section 3806 -provide ICBO or other recognized approval listing. TITLE 24 HANDICAPPED ACCESS AND ENERGY 177. Show attic ventilation. Minimum vent CONSERVATION area is 1/150 of attic area or 1/300 if a least 50 percent of 186. Provide notes and details on the plans of attic area the required vent is at least 3 feet to show compliance with the enclosoed above eave or cornice vents. Section Handicapped Access and Energy Conser- 3205(c) vation check lists. 178. Provide a minimum 22" x 30" (or 36" x 30" if equipment is in attic) attic access opening. Section 3205(c) 83 O ST'a : i 1✓1/a� u,n. l= A PP 7zo\)A L-. �=O P.. 7Je �T 2 GT C.O, S► t�F � 1`.D 21 i ) • )J 73 FOUNDATION 187. Provide a copy of the project soil report prepared by a California licensed Civil Engineer. The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 2905. 188. Specify on the foundation plan or / structural specifications sheet the soil classification, the soil expansion index and the design bearing capacity of the foundation. 189. Provide a letter from the soils engineer / confirminq that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommen- dations in the soil report are properly incorpor- ated into the plans. (when -required by the soil report) 190. The foundation plan does not comply with the following soil report recommendation(s) for this project: 191, Provide notes on the foundation plan listing the soils report recommendations for foundation slab and building pad preparation. 192. 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: a. the building pad was prepared in accordance with the soils report; b.* the utility trenches have been properly backfilled and compacted, and; c. the foundation excavations, forming and reinforcement comply with the soils report and approved plan". 1 Provide spread footings for concentrated loads designed for 1,000 psf soil bear- ing or per bearing value as determined by an engineer or architect. Chapter 29 194- Show height of all foundation walls. � Chapter 23 195. Show height of retained earth on all foundation walls. Chapter 23 19Show distance from foundation to edge of cut or fill slopes and show slope and heights of cuts and fills. Chapter 29 Note on the plans that wood shall be / 6 inches above finish grade. Section 2516(c)7 198. Note on plans that surface water will drain away from building and show drain- age pattern and key elevations. Section 2905(f) � 9. Dimension foundations per Table 29-A. Ki1MMEK 01 PLOOMS KrEOorytO It THE TMK:KMEu O1 IOUMOAnOM MALL IMeM�q • w1OM oI Motor (�•) ""CKMEss o1 Footwa (VAd -1 OEM SELOM UMM MASEO I GAM"O SURFACE UMrt IOUMOAT*W CONCRETE RAlOMRV 1 6 6 12 6. t2 2 1 1 13 7 ti 3 10 IO li 1 24 200. Show foundation sills to be pressure / treated, or equal. Section 2516(c)3 201. Show foundation bolt size and spacing. 1/ Section 2907(e). 20z. Specify size, ICBO number and manufac- turer of power driven pins. Show edge and end distance and spacing. Section 306(f) 203 show size, embedment and location of hold down anchors on foundation plan. Section 2303(b)4 204. Note on the plan that hold down anchors must be tied in place prior to founda- tion inspection. 205. Show adequate footings under all bearing walls and shear walls. Section 2907(d) 206. Show stepped footings for slopes steeper than 1:10. Section 2907(c) . 207. Show minimum 18 inch clearance from grade 1-11 to bottom of floor joists and minimum 12 inch clearance to bottom of girders. Section 2516(c)2 20�8. Show pier size, spacing and depth into undisturbed soil. Table 29-A 209. Show minimum under floor access of 18 inches by 24 inches. Section 2516(c)2 210. Show minimum under floor ventilation equal to 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)6 211. Specify that posts embedded -in concrete shall be pressure treated per UBC Standard No. 25-12. Section 2516(c)l see AD.>1T1oK3a= GoizRE-T1DtJ5 W N 1C-H C=oLLOvJ CITY OF CARLSBAD PLAN CHECK NO. 86-83 2385 MARON STREET ADDITIONAL CORRECTIONS 212. Clarify how wind load force diagram for tower was derived. 213. What provides the uppermost reaction for tower structure? Evaluate the effect of tower forces on the element which provides lateral support. 214. Provide calculations.for the vertical shear resist elements. 215. Show that the factor of safety against overturning of tower due to wind load is equal to 1.5. 216. Provide calculations for wind uplift and_provide'connections details to resist uplift forces. (Roof -elements) 217. Provide calculations for all connections, especially the diagonal bracing in horizontal plane. 218. Specify that 6x6 tower posts will be continuous for full height. (32 1/2'-check availability) 219. Provide complete electrical plans and specifications. 220. The valuation has been increased to what is a more realistic value, namely $35,000. If you.have any questions, please contact Gene Meier of Esgil Corporation at (619) 560-1468. Thank you. a Date: 3%3 Prepared bys E,MiQE1:;—> Jurisdiction CAP-LS16AD VALUATION AN-D PLAN CHECK FEE p Bldg. Dept. p Esgil PLAN CHECK NO . gia - 4S 3 BUILDING ADDRESS APPLICANT/CONTACT G.L. Pag5H5=gr2e_gPHONE NO. 213 CGZ2 1547 BUILDING OCCUPANCY DESIGNER PHONE 2i3 W82 154.7 TYPE OF CONSTRUCTION CONTRACTOR PHONE BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE Air Conditioning Commercial @ Residential Res. or Comm. Fire Smrinklers @ Total Value Fee Adjusted To Reflect ❑ Energy Regulations (Fee x 1.1) ' ❑ Handicapped Regulations (Fee x 1.065) . 5uildin d Permit Fee. $_ $— Plan Check Fee $ $ 14 0 x' COMMENTS 8/4/82 /1I2/ oV PLAN mck NUMBER b'1-3 ADDRESS 2 3.S 4a44,^)DATE PLANN114: TYPE OF STRUCTURE-C[r �f - '� , ;�0NE: SCHOOL FEES: SAN DLEGUU`I, O CARLSBAD,`� % COVERAGE BUILDING HEIGHT FENCES/WALLS TWO CAR GARAGE COMMENTS: 0 0 REDEVELOPMENT APPROVAL REQUIRED:LW W:^- W = ED LANDSCAPE PLAN COMMENTS: EIlVIO�;MENTAL REQUIRED: ` ADDITIONAL COi%MENTS:o ENCINITAS�__� SAN MARCOS REQUIRED SETBACKS FRONT (0 SIDE r� REAR 6 It ,p�'¢o1��P'� � v �•i'�t�o�Gf _�� � lt.o ,dam �'� a OK TO ISSUE: ' '"DATE: OK TO FINAL: DATE: ***Yr::^r :': � r,*��*�a,±..� w.:r,h.•.h';t�'��'r.r....�.,.,...h� � 1X�^ �,�»»» :: yr3rir*:ti**ies}irscas�it**** �r1r*ii**fir*iir***tip ENGINEERING LEGAL DESCRIPTION VERIFIED? A.P.N. CHECKED? P,F.F,: PARK IN LIEU IMPROVEMENTS: SEWER: LATERAL: a w GRADING PERMIT": DRAINAGE: E.D.U: DRIVEWAY: EASEMENTS: _ ADDITIONAL COMMENTS: I OK. TO ISSUE:. * ENGINEERING INSPECTION REQUIRED: PUBLIC WORKS INSP TOR: FINAL OK: DATE: DATE: * IF THIS ITEM IS NOT CHECKED, BUILDING DEPARTMENT WILL MAKE ALL INSPECTIONS (DRIVEWAYS, CURB CUT, DRAINAGE, ETC.) 1200 ELM AVENUE- °�:1 �l•�tp 0'l� PAQf% CARLS13AD; CA 9200849139 ' -w FIRE. DEPARTMENT - TELEPHONE } (619) 438-5523 APPROVED DISAPRROVED PLAN CHECK REPORT PLAN CHECK# PROJECT A1j:! ! +sir >A ' ' r ADDRESS -.91, 9 4 ARCHITECT ADDRESS PHONE OWNER _ I1 �'� � � ff �"d � � � � ADDRESS PHONE OCCUPANCY A CONST. 7�% - Z H TOTAL SQ. FT. 1 "1 4t1k STORIES ❑•SPRINKLERED 194TENANTIMP. APPROVAL OF PLANS IS PREDICATED ON CONFORMING TO THE FOLLOWING CONDITIONS AND/OR MAKING THE FOLLOWING CORRECTIONS: PLANS, SPECIFICATIONS, AND PERMITS 1. Provide one copy of: floor plan(s); site plan; sheets 2. Provide two"site plans showing the location of all existing fire hydrants within 200 feet of the project. 3. Provide specifications for the following: 4. Permits are required for the installationof all fire protection systems (sprinklers, stand pipes, dry chemical, halon, COz, 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 6. The following fire protection systems are required: ) ❑ Automatic fire sprinklers (Design Criteria: ) ❑ Dry Chemical, Halon, CO2 (Location: ) ❑ Stand Pipes (Type: ) ❑ Fire Alarm (Type/Location: 7. Fire Extinguisher Requirements: ❑ One 2A-rated ABC extinguisher for each sq. ft. or portion thereof with a travel distance to the nearest extinguisher not to exceed 75 feet of travel. ❑ An extinguisher with a minimum rating of - to be located: ❑ Other: 8. Additional fire hydrant(s) shall be provided EXITS 9: Exit doors shall be operiable 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 3/4" letters) shall be placed over all required exilts 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. 14. Additional Requirements. If f � 1• i t l 't _ _ t _ f i 15. Comply with regulations�on attached sheet(s). or Plan Examiner -t Attach to Plans Report mailed to architect Met with COUNTY OF SAN DIEGO �� �` PLAN CHECK #: ...-' DEPARTMENT OF HEALTH SERVICES. h Division of Environmental Health Protection PAGE OF 1700 Pacific Hwy., San Diego, CA. 92101 (619) 236-2243 fAl a • PLAN CORRECTION SHEET s OWNER: IN DATE: O ADDRESS: � Vi3E ` HONE: t ` CONTRACTOR: � � S p (t�13-63,57- HONE: Address of Proposed or Remodeled 1 r Health Regulated Building:. kt'"' 1�f,,'"'"� TYPE OF BUSINESS: PjeLil ,.1Y1 ey'06.,- RECHECK REQUIRED ,{ 'j APPROVED ' 1 CHECKED BY: ITEMS E►V filA ; 19 • CITY OF C BUIlding Department DHS:EHP-886 (4/84) HERSHBERGER & DENKER A$SOCIATES PLANNING /ARCHFECTURE/INTERIORS April 7, 1986 Attention: - Mart ;i1bert L. Hershberger, AIA tuart Denker )14,Mission Street outh Pasadena, CA 91030 18/ 7997177 & 213/ 682-1547 TRANSMITTAL TO: City 0-f Carlsbad Building Department 1200 Elm 'Carlsbad, CA 92008, yak, Superintendent Subject: Nb.'86-83 Plaza Cinema Theatre MOPE Enclosed: Foundation Report for Plaza Camino Real by LeRoy Crandall & Assoc. Theatre location ,map DJ4:f I Gilbert L. Hershberger RECEIVED APR - E 1986 CITY OF, CARLSBAD Building Department I 1200 ELM AVENUE CARLSBAD, CA 92008-1989 April 15, 1986 Gilbert L: Hershberger, A.I.A., 1471 Indiana Avenue South Pasadena, CA 91030 TELEPHONE (619) 438.5525 2885 'MARRON ROAD (P.C. 86-83): PLAZA CINEMA THEATRE Your original plan check application was submitted as Type V-N construction. The correction notice indicated that and stated, that alternative construction methods must be used. You, the applicant, selected Heavy Timber construction. The addition as proposed does not comply with the code in accordance with the original corrections. If you can establish that the four-hour wall complies as an area - separation wall, we will recheck accordingly. At this time, I agree with our plan checking consultant and will not overrule his decision. MA TIN ORENYAK Communty Development Director MO: hmj C : Gene Meier GILBERT L. HERSHBERGER April 4, 1986 City of Carlsbad Building Department 1200 Elm Carlsbad, CA 92008 Att : Mr. 'Mart.in' Orenyak, Supertn-tendent Dear Mr. Orenyak, In regard to P1an.Check No, 86-83 fer the addition of a Waiting Area roof pergola and an open frame Tower on the Plaza Cinema Theatre I wish to express my objections to the-regvir"ement to -change to Type IV Heavy Timber construction imposed by the. plan check engineer where Type V-N was submitted. The new framing'is.structurally attached to the rnain.bu7,din The area added, between host lines; is 324 .$.k'. 'the_ new, building area,' with yard se'parations'•increase, is within the Table 5-Q allowable, The occupant load at 7 S.F. per person should be 4-6, Tn Occupancy Group A-3,Table 5-C allows Type V N construct on- Tab le' 5-A does not require fire resist- ive walls'or protected openings, when beyond 4,0 ft. from the property line. Sec. 504 deems the,property sine to be the center of the public right of way, This work is separated from the existing A-2.1 area by a 4 hr. wall. It may be extraneous to mention that Sec. 602 (b) allows unprotected roof cons,true,tion when there is no concealdd 'pace. It is my understanding .that the Fire Marshall has approved the Type V-N const- ruction as originally submitted. For these reasons I believe this ap liestion should be approved as sub- mitted.and respectfully.request that you reverse the plan check requ r- ment for Heavy Timber. The required Soils Report has been located and a copy will'be transmitted to you ind ediately-upon recezpt. .However questionable the soils in the area may be, I have pointed out that the approved plans for the existing construction`shO, 4000 P.S-.F: for design of live and dead loads. Since the maximum soil bearing load imposed by' -this addition is 561 P,S.F. I would hope that further soil.-s*investigation will not be required. Sincerely yours', Gilbert L. Hershberger 1471 Indiana Avenue South Pasadena, California 9100300 256-2526 A - 9, L, - �� U-4� 1Vif- GILBERT L. HERSHBERGER " - -�- U- .&._ 1014 Mission St..South Pasadena, Calif. 91030 (218) 683-1547 71- le /65 /Z¢68 /a5 4so Z42,i hoc 3938 X3 4/3,44 3BS,7G 389,3B 5z.ca 39.38 �hz4Mz 32 S.7¢ I"4.4ZA C/ti'e'MA C h 39 qi /oo 0 0 n M z1 m RBAC?; I LOADS °// .EA 57- G EGS ti 5 ACT, I LOAf35 �rs7- Z.0Gs .._.._ }(2S-,v 31,2ra) -. /9.S- : roG 1,/Z Ga3, /Z 2 /G S 2 24 } 923y4 CoX co ws�s o/c- GILBERT L. HERSHBERGER .®:_ IL_ 1014 Mission St. South'Pasadens, Calif. 91030 (213) 682-1547 TL> W 41Z - WIAIO G o.9d a^ CIOAO- Was1� ��q'S j� •A� G.G3./Z ss � /x,S sxx4 JZ 116r/z. ce C 6�i/Z GG3,/2. lc,d,4-XA CIA14WA 'e3 e :z X </s, s -t co _ 2,OraQ,93 i2,S h 6G3,1Z - 2oCo$.93 z - $29,25 2 R.r s x Sx aa, 36 g8, fS` iv's hoc 9 S/?,XS'#�juas� 05d lo POSTS 4 GILBERT L. HERSHBERGER 1014 Mission St. South Pasadena, Calif. 91030 (218) 682-1547 AlA/T/NG AR-64 Roo.a' /`oa �irJJJ ¢ i269 i8l M; r 32 3 n3f Ft ,4 Z A C'//1/EM A w: z x 2 8: ,4' *-6 77'3 - t 9,2 zx B5- use 4x� Jo/s7�a X� evc� cm z B3/. rox 0.3 X/z irk zz,a A 3x 1134 z x 8�" � �rscw_.RXtta r3B�Jrn /9Ga5. rv�/5aa z /.'3/ O� 7/�: I• /4 / Hsi / : 'I 54?, ^40S L aC�B rA� wiH� = 21 '°a%Q , ,Q : �, s x. � � .� �9 x /J = / /, Z � i° I x x / : Z 3 G..'�%+►y . rea9e'bo' os- /a,R WS :-A I h 3 3x2.34, c 7P8� 2 3�v Aj, rb/�w�ivN R, ��9vxZdCra�r`jx/IL, } ZZ�Z¢Ei��:/z.3roM N ./231a J'79,z341/1 w� 2 8 aI /'er how ICY eor?"qq as f sp�ic,s G 1200 ELM AVENUE CARLSBAD, CA 92008.1989 April 15, 1986 OF CAq ti m Y "u Citp 1 i i l i 1 BUILDING DEPARTMtNT Gilbert. L. Hershberger, A.I.A. 1471 Indiana- Avenue South Pasadena, CA 91030 2385 MARRON"ROAD -(P..C. 86-83): PLAZA CINEMA THEATRE W� TELEPHONE (619) 438-5525 Your original plan check application .was submitted as Type V-N construction. The correction notice indicated that and stated that alternative construction methods must be used. You, the applicant, selected Heavy Timber construction. The addition as proposed does not comply with the code in accordance with the original corrections. if you can establish that the four-hour wall. complies as an area - separation wall, we will recheck accordingly. At this time, I agree with our plan checking consultant and will not overrule his decision. MA TIN ORENYAK Communty Development Director MO: hmj C : Gene Meier CDONTY OF SAN DIEGO w PLAN CHECK #: DEPARTMENT OF HEALTH SERVICES Division of Environmental Health Protection PAGE OF 1700 Pacific Hwy., San Diego, CA. 92101 1` (619) 236-2243 } r� . F l-,', PLAN CORRECTION SHEET OWNER: -L+•1 Mfg DATE: ADDRESS: f 3 ' x r «, at, jf{fir;f�j d�CONTRACTOR: �""7. jj yA,'•�,.- �{ ��.c_.r> fo(w�,r...:�- PHONE.: t::•" "'� ;gyp -'. Address of Proposed or Remodeled - Health Regulated Building: 6 TYPE OF ,BUSINESS': •'�.,.€.:�;�? RECHECK REQUIRED_ APPROVED ITEMS APR I - 19 B A ! 'Cuildiflg rJ F Depe eni N��4•-R � '_��vM�.,�''�'.�'y'.•— .j - - ,,�P•d�' �' � br f�. r ,, r y r,'rr»�,• "�.ri+ry '"t .'"�: r.".^"G+�� �� tt F - f"`�*'�r✓,�'-'"•i.•i'' ✓"�r.r•'�' f� ..'t•.� �� f�� 4.+ .,'r' fy f �'r _d ',' r tl,�.. ,.��<'. r^. ar'...+:r . . DHS:EHP-886 (4/84)- C