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Home My WebLink About2011 PALOMAR AIRPORT RD; ; 86-22; Permit (2)0 I hereby affirm that I am licensed under C) provisions of Chapter 0 (commencing with I Section 7000) of Division 3 of the Business and Professions Code, and my license is in I full force and effect Lic No _________________ Class 0 0 — I hereby affirm that I am exempt from the Contrac- tors License Law for the following reason (Sac 7031 5 Business and Professions Code Any city or county which re- quires a permit to Construct, alter, improve, demolish, or repair any structure, prior to its issuance also requires the ap- plicant tsr such permit to tilt a signed statement that he is licensed pursuant to the provisions Of the Contracts, License Law (Chapter 9 commencing with Section 7000 of Division 3 o the Business and Professions Code) or that is ex- empt therefrom and the basis for the alleged exemption Any violation of Section 7031 5 by an applicant for a permit sub- feds the applicant to a civil penalty stool more than five hun- dred dollars ($500) Ii I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the struc- lure is not intended or offered for sale (Sec 7044. Business .J and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves OR thereon and who does such work himself or through his own employees, provided that such improvements are not intend- sea ed or offered for sale If, however, the building or improve- Z ment is sold within one year of completion, the owner-builder B will have the burden of proving that he did not build or im- o prove for the purpose of sale) 0 I. as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec 7044. Business and Professions Code The Contractor's License Law does not apply to on owner of property who builds or Im- proves thereon, and who contracts for each projects with a U) contractor(s) license pursuant to the Contractor's License 1,5w) 0 As a homeowner lain improving my home, and the follow- ing conditions exist IC 1 The work is being performed prior to sale 2 I have lived in my home for twelve months o prior to completion of this work sea 3 I have not claimed this exemption during the o fast three years 0 fam exempt under Sac .B&P C for this reason D I hereby affirm that I have a certificate of consent to self-insure or a certificate of Workers Compensation In surance or certified copy thereof (Sac 3800 Labor Code) POLICY NO Z O COMPANY Copy is filed with the city Certified copy is hereby furnished sea a' CERTIFICATE OF EXEMPTION FROM WORKERS COMPENSATION INSURANCE (This section need not be completed if the permit is for one hundred dollars 191051 or less) tat 0 I certify that in the performance of the work for which this permit is issued I shalt not employ any person in any marine, 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 subject to the Workers Compensation provisions of the Labor Code you must forthwith comply with such provisions or this permit shall be deemed revoked UU RAL POINT PFEI AfilY & PRFSS HARfl APP1ieANT Tfl Fit I IN lPUFflP8RATlti PJ1 'lM itzmanrn AQA AEJfl ricr'i ADATIf'SEJC CARLSBAD BUILDING DEPARMENT Carlsbad, California 92008-1989 (619) 438f 5525 APPLICATOON & PERLT ( JOB ADDRESS ST. RD NEAREST CR4T 1/?—.~s DATE OF APPLICATION BUSINESS LICENSE # f I z CONTRACTOR CONTRACTORS PHONE VALUATION 1— PERMIT NUMBER — LOT let 1j BLOCK C4Jd I SUBDIVISION I ASSESSOR PA EL NO. Z OWNER'S NAME OWNER'S PHONE 4't 1S- 2- CONTRACTOR'S ADDRESS , LICENSE NO o7Z7 ________ PLAN I 0 # BUILDING SO FOOTAGE Goo _________ __________________ OWNER'S MA)LING..ADDRESS ,s P., DESIGNER i7oOr c. cr,iuc DESIGNER'S PHONE % 7,. 57 Cc 3'/9'/OG7i7 OflO'i'I'7'I' Plot Va/id Unless Machine Certified - DESCRIPTION OF WORK DEWYI ~p 7D77 a, 4 C LICENSE NO. U F/P FLELEV NC I D I NO SIES 0 GP J4f I EDU CENSUS TRACT OP LAND USE ]PARKINGSPACE PERMITISSUED GRADING y o N 0 J I REDEVELOPMENT AREA vO LOAD I FIRE SPP J Y NO QTY. PLUMBING PERMIT - ISSUE / QTY MECHANICAL PERMI JE SUMMARY/ACCOUNT NUMBER EACH FIXTURE TRAP - INSTALL FURN DUCTS UP TO 100,000 BTU(\ PERMIT 001-810-00-00-.8'720 EACH BUILDING SEWER ,4' - OVER 100,000 BT( SIGN PERMIT 001-810-00-00-8221 EACH WATER HEATER AND/OR VENT BOILER/COMPRESSOR UP TO 3 HP I _..- PLAN CHECK 001-810-00-00-8806 g-0 q0 _J EACH GAS SYSTEM 1004 OUTLETS -- BOILER/COMPRESSOR 3 15 HP TOTAL PLUMBING 001-810-00-00-8222 EACH GAS SYSTEM S OR MORE , METAL FIREPLACE ELECTRICAL 001-810-00-00-8223 /D,5 4 ' — EACH INSTAL 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 I WATER SOFTNER RELOCATION OF EA FURNACE/HEATER - MOBILEHOME PARK INSP EACH ROOF DRAIN (INSIDE) - 10 ' SOLAR 001-810-00-00-8226 TOTAL MECHANICAL I /'/ 1JQiqTIqr4 880-519-92-33 FIRE SPRINKLERS 001-810-00-00-8227 1,7/ TOtAL PLUMBING . QTY ELECTRICAL PERMIT - ISSUE OTY SOLAR - ISSUE PUBLIC FACILITIES FEE 0 2-332-8*10-00-00-8930 NEW CONST EA AMP/SW), COLLECTORS - SCHOOL FEE - DISTRICT 1 PH 3 P OO / STORA. LE TANKS - Carlsbad EXIST BLDG EA AMP/SW ROCK STORAGE Encinitas 1 PH 3 PH PUMP ' - San Dlegullo REMODEL'ALIER PER CIRCUIT PLAN CHECK FEE - San Marcos TEMPPOLE200AMPS OVER 200 AMPS , I LICENSE TAX 001-810-00-00-8162 — TEMP OCCUPANCY (30 DAYS) . MFP i, 880-519-92-57 3/ — _____ CREDIT DEPOSIT TOTAL ELELIRICAL TOTAL SOLAR TOTAL FEES PAYABLE I HAVE CAREFULLY EXAMINED THE COMPLETED APPLICATION AND PERMIT" AND DO HEREBY I Expiration Every permit issued by the Building Official under the provisions otthis * AN 05,-IA PE)T IS REQUIRED FOR EXCAVATJPNSOVER CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE I Code shelf expire by limitation and become null and void if the building or work 5 0" DEEP AND DEMOLITION OR CONSTRUCTION OF authorized by such permit is not commenced within 180 days from the dale of such DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS permit, or if the building or work authorized by such permit is suspended or STRUCTURES OVER 3 STORIES IN HEIGHT STRUCTION WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND APPLICA 'SfGNATIjRE CONTRAC I ISSUED' TO COMPLY WITH ALL CITY COUNTY AND STATE LAWS GOVERNING BUILDING CON abandoned at any time after the work is commenced for a period of 180 days PPROD BY EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE OwNER "BY PHO .1 GRANTING OF THIS PERMIT 0 I hereby affirm that there is a construction lending tat agency for the performance of the work for which this per- Of mit is issued (Sec 3597, Civil Code) ILl I Lender's Name —ii L Lender's Address_________________________________ TYPE DATE INSPECTOR UOLDONG FOUNDATION REINFORCED STEEL MASONRY I GUNITE OR GROUT SUB FRAME 0 FLOOR 0 CEILING SHEATHING 0 ROOF 0 SHEAR FRAME EXTERIOR LATH INSULATION I INTERIOR LATH & DRYWALL PLUMBING 0 SEWER AND 13L/CO El PLJCO UNDERGROUND 0 WASTE 0 INATER TOP OUT 0 WASTE 0 WATER TUB AND SHOWER PAN GAS TEST 0 WATER HEATER 0 SOLAR WATER ELECTRICAL D ELECTRIC UNDERGROUND E3('UFFER - ROUGH ELECTRIC " o ELECTRIC SERVICE 0 TEMPc?RARY O BONDING 0 POOL M ECHANICAL O DUCT & PLEM., 0 REF. PIPING __ HEAT — AIR COND. SYSTEMS VENTILATING SYSTEMS CALL FOR FINAL ITEMS AL FINAL PLUMBING ELECTRICAL MECHANICAL GAS BUILDING SPECIAL CONDITIONS I •'' - •. _______ _________ • - / - _r_. -'! ••- - :- -: • - -' ON WHEN ALL APPROPRIATE -•'- - •'- :'• •t • (E BEEN 4 PPRO VEJ3 -• • -:.- - - • •- - '- • - - 411 FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS INS1ECTIGN REQ IF INSPECTORS CHECKED APPROVAL DATE SOILS COMPLIANCE PRIOR TO FOUNDATION INSP STRUCTURAL CONCRETE OVER 2000 PSI PRESTRESSED CONCRETE POST TENSIONED -CONCRETE- FIELD WELDING HIGH STRENGTH BOLTS SPECIAL MA'ONRY PILES CAISSONS - INSPECTOR'S NOTES - 7-f t. / " . City of Cailsbad 1200 ELM, CA9AD CA 92008 • TEL. (619) 438-5525 'aA F) MISCELLANEOUS RECEIPT Address - - ..., El El III El Eli El El El El MISCELLANEOUS El FEE RECEIPT PLAN CHECK FEE 001-810-00-00-8806 VALUATION DEMOLITION____________________________ HOUSE MOVING PARKS AND RECREATION FEE_________________ PUBLIC FACILITIES FEE_______________________ SCHOOL FEE - DISTRICT______________________ Carlsbad Encinitas - San Marcos CERTIFICATE OF OCCUPANCY______________ Owner Mailing Address -- City Zip Contractor Address City Zip Tel State Lic S Classif • City Lic No San Diego COMPLETE FOR PLAN CHECK ONLY - LEGAL DESCRIPTION - - - - - ASSESSORS PARCEL NO DESCRIPTION OF WORK PLAN ID NO DESIGNER ADDRESS - • '-' •' El__________________________________ PHONE ____________ TOTAL FEE $ CONTACT PERSON S - - WARNING PLAN CHECK FEES. WHERE NO ACTION IS APPLICANT IN 180 DAYS AND NO BUILDING PERMIT IS FORFEITED TO THE CITY COMMENTS:__________________________________________________ TAKEN BY THE ISSUED ARE Signature of Applicant - - Date ' _______________________________________________________________________ White — Applicant Yellow — File Pink — (1) Finance (2) Data Process APPLICATION FOR PERMIT TO CONNECT TO CITY SEWER SYSTEM. CITY OF CARLSBAD E ENGINEERING DEPARTMENT 438.5541 FOR APPLICANT TO FILL IN ISSUED BY BUIL DATE ISSUED ADDRESS 4ING' OWNER MAILING ADDRESS CONTRACTOR CONTRACTOR'S ADDRESS NEW BUILDING I EXISTING BUILDING ______ _______ LEGAL DESCRIPTION REMARKS- ASSESSMENT DIST. NO.- FRONTAGE-COST PER FT OTHER TOTAL_______ VALIDATION LATERAL CHARGE COMPUTATION STANDARD 4" (Max. H. 30', V. 10') OVER 30' H. _____________ FT. _________________ OVER 10'V._____ ______ FT. STANDARD 6" (Max. H. 30', V. 10') OVER 30' H.______ _______ FT.____________________ OVER 10'V. _____ ______ FT. TOTAL CONSTRUCTION COST____________________ SERVICE CHARGE (REPAVING ETC.) TOTAL LATERAL CHARGE___________________ LINE COST DATA LATERAL LOCATION CONNECTION FEE I I NO. UNITS COST PER UNIT TOTAL29 / 1 LATERAL NO ST.I INSTALLATION DATE_ PUMP STATION FEES NO. UNITS -COST COST PER UNIT-TOTAL- TOTAL CHARGES (LATERAL ETC.) WHITE: Engineering GREEN: Finance YELLOWS Sanitation PINKS Building GOLDENROD: Permitter 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 BY: ________________________ INSPECTED: APPROVED ______ DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED ______ DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED ______ DISAPPROVED - Cott fIitl Municipaj Wetter District Rev. 1/86 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.: INSPECTED BY: DATE INSPECTED: APPROVED ______ ______ APPROVED INSPECTED DATE BY: INSPECTED: APPROVED ______ DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED COMMENTS: Rev 1186 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 0 PROJECT NAME: ADDRESS: PROJECT NO.: TYPE OF UNIT: CONTACT PERSON:_ CONTACT TELEPHONE:. UNIT NUMBER: - NUMBER OF UNITS: DATE: PHASE NO.: INSPECTED DATE / BY: ________________________ ______DISAPPROVED ___________ APPROVED INSPECTED: ______ INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: ________________________ INSPECTED: APPROVED ______ DISAPPROVED 1tiø Mu ici - COMMENTS: Engingering Depna S . 138-3367 f Rev. 1186 WHITE- Suspense BLUE: Water District GREEN Engineering CANARY: Utilities PINK: Planning GOLD: Fire FOAL tUIILDIlG DSIPECTDO PLAN CHECK NUMBER: _______________________________________ DATE: PROJECT NAME: ADDRESS: PROJECT NO.: _________________ UNIT NUMBER: _________________ PHASE NO.: TYPE OF UNIT: ______________________________ NUMBER OF UNITS: CONTACT PERSON: CONTACT TELEPHONE: DATE INSPECTED: 7 I _____________ _______ APPROVED DISAPPROVED INSPECTED DATE BY: ________________________ INSPECTED: ____________ APPROVED ______ DISAPPROVED INSPECTED DATE BY: ________________________ INSPECTED: ____________ APPROVED ______ DISAPPROVED COMMENTS: Rev. 1186 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD. Fire FINAL BUILDING INSPECTION . PLAN CHECK NUMBER: DATE: PROJECT NAME: L. ADDRESS: PROJECT NO.: UNIT NUMBER: PHASE NO.: TYPE OF UNIT: NUMBER OF UNITS: CONTACT PERSON: Wi7 CONTACT TELEPHONE: DATE INSPECTED1rf INSPECTED: ____________ APPROVED DISAPPROVED BY: _____________ INSPECTE DATE APPROVED ______ BY: ____________ ______ INSPECTED: ____________ ______ APPROVED ______ INSPE BY: DATE _J -kly APPROVED :APPROVED INSPECTED:- _____________ I COMMENTS: i941# / ff4 fr'4 J$ eldAWMW 40A We, - POU 1/ LA I tIP) '7' , NO/ "',rwo v—,050", 5o" Td ( , m''P. I I -MR, A 1 i i wo—Aw, oolt~' R~ W-10YO, 0 ~ I wen j IT Rev. 1186 WHITE: Suspense BLUE Water District GREEN. Engineering CANARY: Utilities PINK: Planning GOLD Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 86-22 DATE: 3-13-87 Previously routed 1-87 PROJECT NAME: Kaiser Development Co Lxa- ii- ADDRESS: 2011 Palomar Airport Road PROJECT NO.: UNIT NUMBER: PHASE NO.: TYPE OF UNIT: Construct 3 story office 41BEROFUNITS: CONTACT PERSON:_______________ Lusardi CONTACT TELEPHONE:____ 931-9420 all dept INSPECTED BY: 2 INS PECTED BY: INSPECTED BY: ______ DATE INSPECTED: DATE INSPECTED: DATE INSPECTED: APPROVED DISAPPROVED APPROVED ______ DISAPPROVED APPROVED ______ DISAPPROVED q /r-fY 00, zZ 4' ze 9K- HGH G ASSOOIATS ENVIRONMENTAL PLANNING ARCHITECTURE• ENGINEERING 4877 Viewridge Avenue, San Diego, CA 921234667 (619) 278-5750 April 28, 1986 City of Carlsbad Engineering Department 1200 Elm Avenue Carlsbad, CA 92008 Project: Kaiser Center - Palomar Airport Road HCH&A Job #09591 Subject: PE 2.86.03 Gentlemen: LUSARDI CONSTRUCTION HCH & Associates has field checked the building sub-grade elevation and found it to be graded in accordance with the approved plans for the subject project. Yours Truly, ASSOCIATES Tat L. Wal Senior Vice President RCE 26433 TLW : mb Testing Engineers - San Diego Mailing Address: 3467 Kurtz Street Post Office Box 80985 San Diego, CA 92110 San Diego, CA 92138 (619) 225-9641 Kaiser Development Company 2121 Palomar Airport Road, -Suite 201 P.O. Box 308 Carlsbad, California 92008-0060 Attention: Mr. John Burke April 28, 1986 Job 1170321 RE CE! vED LUSARDI CONSTRUCTION Subject: Interium Report Building Pad Evaluation Lot 1 And Lot 4 Of Carlsbad Tract Number 80-34, Map 10062 City of Carlsbad, California Gentlemen: This letter is to provide our opinions pertaining to the geotechnical condition of the building pads. The building pad on Lot Number 1 is a minor transition lot consisting of both dense, in-place sandstones and silty, sandy fill. Kaiser Development Company Page April 28, 1986 Job #70321 Review of density tests performed at the site indicates that fill has - been compacted to at least 90 percent of the laboratory standard. Additionally, the building area has been scarified and recompacted. Based on density test results and an evaluation of earthwork,-footing trench excavations, for the proposed structure on Lot Number 1, may proceed provided that the following recommendations be followed: Footing trench excavations should be deepened so that all footings are founded within dense, in- place sandstone/siltstone. Footings adjacent to slopes be deepened to provide a minimum of 7 feet of horizontal distance from the Outside edge of the footing to the slope face. The opportunity to be of service is sincerely appreciated, and if you should have any questions, or require any clarifications, please feel welcome to contact our office immediately. Very truly yours, Roy E. Moore, RCE 28119 Principal Geotechnical Engineer Testing Engineers - San Diego ,k 4 Mailing Address. 3467 Kiirtz Sl,eet Post Office Box 80985 San Diego, CA 92110 San Diego, CA 92138 (619) 225-9641 R IF. CEfl1ED April 28, 1986 APR k; .J 1986 Job 1/70321 LUS-ARDI CONSTRUCTION Kaiser Development Company 2121 Palomar Airport Road, Suite 201 P.O. Box 308 Carlsbad, California 92008-0060 Attention: Hr. John Burke Subject: Interium Report Building Pad Evaluation Lot 1 And Lot 4 Of Carlsbad Tract Number 80-34, Map 10062 City of Carlsbad, California Gentlemen: This letter is to provide our opinions pertaining to the geotechnical condition of the building pads. The building pad on Lot Number 1 is a minor transition lot consisting of both dense, in-place sandstones and silty, sandy fill. Kaiser Development Company Page 2 April 28, 1986 Job //70321 Review of density tests performed at the site indicates that fill has been compacted to at least 90 percent of the laboratory standard. Additionally, the building area has been scarified and recompacted. Based on density test results and an evaluation of earthwork, footing trench excavations, for the proposed structure on Lot Number 1, may proceed provided that the following recommendations be followed: Footing trench excavations should be deepened so - that all footings are founded within dense, in- place sandstone/siltstone. Footings adjacent to slopes be deepened to provide a minimum of 7 feet of horizontal distance from the outside edge of the footing to the slope face. The opportunity to be of service is sincerely appreciated, and if you should have any questions, or require any clarifications, please feel welcome to contact our office immediately. Very truly yours, 'Roy E. Moore, RCE 28119 Principal Ceotechnical Engineer 0 American Engineering Laboratories, Inc. INSPECTION 7574 Trade Street, San Diego, California 92121 Telephone (619) 695-3730 REPORT Date Client 5/20/86 KAISER Project No. DEVELOPMENT CO. - Attention: 553 Report No. _AEL6K186 John Burke Client Address 2121 Palomar Airport Road, STE 201 Carlsbad, CA 92008 Project Name (per Building Permit No. ProjectAddressQegal) (_2011 Palomar Airport Rod, Carlsbad, C89=8 PIanFileNo. Architect HCH Associates ..J .. Govt Contract No Engineer HkLL arid Wl5flq Census Tract No. Contractor Lusardi Construction Co. Other INSPECTION CODE MAT'L SAMPLING CODE MATERIAL DESCRIPTION Reinforced Concrete SIC - Concrete Cylinders CC _.._ Reinf: Rebar A6 15, G r. 60 ' steel. - - Prestressed Concrete SIPC Mortar Samples MS - Reinf : W W F __________________________ - Metal Decking. - Reinforced Masonry SIM - Grout Samples GS Reinf. Tendons - Shear Connectors- - Struct. Steel Assembly - Fireproofing FP Conc.: Mix */psi - H S. Bolts: - 1. Shop Fabrication SISS-1 - Units (block or brick) UB - Conc.: Mix #Ipsi - Electrodes: - 2. Field Welding SlSS-2 - A C. Concrete ACC - Conc. Mix #/psi Electrodes: - 3 H S. Bolting SlSS-3 Roofing RS - Conc.. Mix #/psi - Cert Welders- SIPD - Reint. Steel RSS - Pile Driving - Grout Mix #/psi Fireproofing- - Nondestructive Testing - Steel SS - Mortar. Type/psi - A.C. Concrete. - 1. Shop SINDT-1 Tendon (PT Strands) TS - Units Block - Other, - 2. Field 51NDT-2 Other ____________ - Units Brick - Other, Fireproofing SIFP - Other - Roofing IR - Other - Waterproofing IWP - Other - Asphalt Paving lAP - Other 10 h..aio tved olans, specifications CERTIFICATION OF COMPLIANCE: All of the reported work, unless office if you need and applicable sections of the building laws. This report covers the locations et more specific information regarding inspection procedures. INSPECTOR Paul E. Beyl. Jr. (C-204) 4/29/86 M14Y231986 INSPECTION DATE CITY OF CARLSBAD Special Inspection - Reinforced Concrete Building Department Inspected reinforcing steel for proper placement, size, grade, type, lengths, splice laps, and quantity of grade beam along Line 8. 5/6/86 Special Inspection - Reinforced Concrete Inspected reinforcing steel placement for proper size, grade, lqqths, plice laps, spacing, clearance to soil and quantities at the l'!owin\!ati ns: Grade beam along line "A". Grade beam along line 8. Grade beam along line "J" 2—Kaiser Development Co. 2—HCH Associates 1—Lusardi Construction Co. 1—Burkett and Wong 1—City of Carlsbad Building Dept. S. American Engineering Laboratories, Inc. 7574 Trade Street, San Diego, California 92121 Telephone (619) 695-3730 INSPECTION REPORT Date 5/14/86 Project No. P-553 Report No. _AFL 6—K180 Client KAISER DEVELOPMENT CO. client Address 2121 Palomar Airport Road, STE 201 ('.r1chd rA Q2flfl Project Name (per plans) KAISER CENTER CARLSBAD Building Permit No. Project Address (legal) 2011 Palomar Airport Road. Carlsbad. CA Plan File No. _____________________ Architect HCH Associates Govt. Contract No. Engineer Burkett and Wong Census Tract No. Contractor Lusardi Construction Co. Other INSPECTION CODE MArL SAMPLING CODE 1 MATERIAL DESCRIPTION Reinforced Concrete SIC ._.X.. Concrete Cylinders CC 11 ...A_. Reinf.. Rebar ASTM A6 1 5 .....X... Steel: ASTM A36 Prestressed Concrete SIPC - Mortar Samples MS - Reinf.: WW.F ________________________ - Metal Decking: - Reinforced Masonry SIM - Grout Samples GS - Reinf Tendons ________________________ - Shear Connectors - Struct. Steel Assembly - Fireproofing FP ....X_.. Conc.: Mix #ipsi 1 3/3000 H.S. Bolts. - 1. Shop Fabrication SISS-1 - Units (block or brick) UB _X...... Conc.: Mix #/psi_83147/300C _X.. Electrodes E70 1-2 - 2. Field Welding SISS-2 A.0 Concrete ACC Conc. Mix #/psi _..X_ Electrodes: E901 8 3. H S. Bolting SISS-3 Roofing RS Conc: Mix *Ipsi Cert. Welders: - Pile Driving SIPO - Reinf. Steel iSS Grout: Mix */psi - Fireproofing: - Nondestructive Testing - Steel SS - Mortar: Type/psi ________________________ A C. Concrete - I Shop SINDT-1 Tendon (PT Strands) TS Units Block __________________________ - Other - 2. Field SINDT-2 _. Other ____________ - Units. Brick____________________________ - Other - Fireproofing SIFP - Other - Roofing JR Other Other REC rA V ED Waterproofingg : - Other ____________JO CERTIFICATION OF COMPLIANCE: All of the reported work, unless et t31 (td, t plans, specifications tl wdrk 'I?is this office if you need and applicable sections of the building laws. This report covers the location f' more specific information regarding inspection procedures. INSPECTOR James R. Thomson (C-267) _________________________________________ 'V7/86 MAY 11986 INSPECTION DATE ' Special Inspection - Reinforced Concrete CITY OF CARLSBAD Building Department Inspected placement and consolidation of concrete at the following locations: Grade beams, perimeter, Lines H (4 to 7), Lines 7 (B to H) and LInes B (2 to 8). Inspected reinforcing steel, preplacemerit conditions and subsequent concrete placement at the following locations: Interior grade beam, Lines G(4.3 to 6.5); perimeter footings at Lines 3 (B to D.5) and curved footing at west side of building between LinesE.5 and H; column spread footings at Lines 6/C,D,E and F ; Lines 4 and 5/G; Lines 4.3/ G.5 ; Lines 2.1/F and F.3 ; Lines 3/C,D,E and F ; Lines 3.2/G. Obtained concrete cylinders for testing. 117 Page 2 5/14/86 AEL 6—K180 P-553 Inspected reinforcing steel only at interior grade beam, Line 5 (CL.B to F). 5/8/86 Special Inspection - Shop Fabrication Conducted shop fabrication inspection at "contractors' steel" and performed the following duties: Reviewed shop approval certification and individual welder's certifications for processes, welding positions and applicable code qualifications. Inspected general shop conditions and electrode storage facilities. Witnessed welding of plates and reinforcin steel for tilt—up panel imbedments, as per shop drawings, specifications and joint welding procedures. 5/9/86 Special Inspection - Reinforced Concrete Inspected reinforcing steel preplacement conditions and concrete placement at the following locations: Perimeter grade beams at west side of building between Lines A and CL.D; west footing between Lines A and E.5; tilt—up panel for erection at Lines 4.3/J; column spread footings at LInes CL.1/ CL.B, CL.4/ CL.A, CL.2/ CL.C, and CL. 3/ CL. 0. Obtained concrete cylinders for testing. Note: As per detail 5/Sb, corbel reinforcement to be #5's at 8" on center, with double bars at 4" on center at each end of panels. The bars were shop— welded to imbed—plate, but extra bars at 4' on center were omitted. Structural engineer has directed that missing bars may be tied in place rather than welded. Also, as per detail 4/S9, transverse reinforcement of panel 24" thick should be #5's and by direction of structural engineer, extra transverse bars were installed at half spacing to condensate for omission. 2—Kaiser Development Co. 2—HCH Associates 1—Burkett and Wong 1—Lusardi Construction Co. 1—City of Carlsbad Building Dept. American Engineering Laboratories. Inc. 7574 Trade Street, San Diego, California 92121 Telephone (619) 695-3730 INSPECTION REPORT Date 811186 Project Report No AEL 6—K112 Client KAISER C Client Address 2121 Pal 1 Project Name (per plahs) '-Sk _LJK LN Itl(LRt(LbMU Building Permit No.___________________ Project Address (legal) (2011/Palomar Airport Road, _Carlsbad._CA Plan File No. _____________________ Architect 44QH'&Associates Govt. Contract No. Engineer BurkettandWong Census Tract No. Contractor _Lusardi Construction Co. Other INSPECTION CODE MATL SAMPLING CODE MATERIAL DESCRIPTION .1 Steel: ASTM A36 — Aelilorced Concrete sic - Concrete Cytlniivrs CC _—ReUt Rebar _______________ — Prestressed Concrete SIPC — Mortar Sanigles MS — Reit& W.W.F._______________ — Metal Docking: - Rekdcrced Masonry SIM — Grout Samples GS - RelnL Tendon _______________ — Shear C...ecte... .1.. Stiuct. Steel Assenly — Fkeprooflng FP Cciic.: Mix * — H.S.Bolts: - 1. Sheg Fatincation SISS-1 — Units (block or ixicic) US - Caiic. M */Psi .....&. Electrodes: E7018 1/8" 2. FIeld Welding SISS-2 — A.C. Concrete ACC — Conc. MIX * ..L Electrodes: E7071 — N R2 11 H.S. BCItIfl SISS-3 —Roofing — Ccnc. Mix *fm .L Cat Welders: _Yes — Pk Driving SIPO — P.einl. Steel RSS — Grout Mix * ________________ Fkeproollng — Nondestructive Testing — steel ss — Mortar Type" — A.C. Concrete:______________________ Shea SINDT-1 — Tendon (PT Strands) TS — Units: Block _____________________ Other Field SlNOT-2 — Other ________ — Units: Brick___________________ — Other -__ -. -RECEVED — Wat,,.uulte,jrWP — — AUG ( - 986 _Other 10 t''TY OF Ci LflAn CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise n iJdflIiy jp3ed plans, specifications and applicable sections of the building laws. This report covers the locations of the work iFspecreTf Cólithtt this office if you need more specific information regarding inspection procedures. INSPECTOR John Brookins INSPECTION DATE 7/17/86 Special Inspection — Field Welding Inspected welding on beam—to—column moment connections roof level at Line 3.2G. G (3), 4 (G.5), J (6.5), 8 (G.6), south side, 8 (B.5), north and south sides and Line A (6.5), east and west sides of concrete panel. Inspected welding on beam—to—column connections roof level at Line 4 (G.5), (3—G), 2.1 (F.3), 3.2 (G.5). 7/15/86 Special Inspection — Field Welding Inspected welding on beam—to—column moment connection at roof level Line C (2.1) south side. 7/16/86 Special Inspection —Field Welding Inspected welding on beam—to—column connection, roof 1êel Line 3 (B.5) east side. Page 2 8/1/86 AEL 6-K112 P553 Inspected welding on beam-to-column connections roof level Line 3 (B.5) west side. 2-Client 2-Architect 1-Engineer 1-City of Carlsbad Mot 1-Contractor American Engineering Laboratories, Inc. INSPECTI ON 7574 Trade Street, San Diego, California 92121 Telephone (619) 695-3730 REPORT Date 6/9/86 Project No. P-553 Report No._AEL 6-H01 D_...__ Client KAISER DEVELOPMENT CO. Client Address 2121 Palomar Airport Road, Suite 201 Carlsbad, CA 92008 Attn: lnhn Riirkp Project Name (per plans) R71 LK Project Address (Iegal) (2011 Palomar A*port Rd—Carlsbad, CA 92008 Architect 4CjH AsSOCiatfr€ Engineer Burkett and Wong Contractor Lusardi Construction Co. Building Permit No. 86-22 Plan File No. Govt. Contract No. Census Tract No. Other INSPECTION CODE MAT'L SAMPLING CODE MArERIAL DESCRIPTION - Reinforced Concrete SIC - Concrete Cylinders CC Reinf.. Reber _________________________ __X. Steel: ASTFV1 A-36 - Prestressed Concrete SIPC - Mortar Samples MS - Reinf: W W F __________________________ - Metal Decking. - Reinforced Masonry SIM - Grout Samples GS Reinf.: Tendons ________________________ - Shear Connectors - Struct Steel Assembly - Fireproofing FP - Conc: Mix #/psi - H.S Bolts. - 1 Shop Fabrication SISS-1 - Units (block or brick) UB Conc Mix #/psi_________________________ Electrodes- E-7018 2 Field Welding SlSS-2 - A.C. Concrete ACC - Conc.. Mix #/psi - Electrodes 3 H.S. Bolting SISS-3 - Roofing RS - Conc; Mix #Ipsi - Cert Welders Pile Driving SIPD - Reinf. Steel ASS Grout Mix #/psi Fireproofing Nondestructive Testing - Steel ss - Mortar Type/psi - A C Concrete 1 Shop SINDT-1 - Tendon (PT Strands) TS - Units Block - Other 2 Field SINDT-2 - Other _____________ - Units Brick - Other Fireproofing SIFP Other Roofing lR - Other Waterproofing IWP - Other Asphalt Paving lAP Other _______________ID CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building laws. This report covers the locations of the work inspected. Contact this office if you need more specific information regarding inspection procedures. !INSPECTOR J. R. Thomson (W-267) INSPECTION DATE 5/27/86 Special Inspection - Field Welding Visually inspected partial penetration groove welds at precast panel—to—base plate connections, lines 7/E. F.5 and G.5, inside of building only. Note: These welds were detailed as complete penetration bevel groove welds. However, because of the depth of imbedment of base metal in precast panel, backing bars could not be employed and complete penetration, as defined by applicable codes, could not be achieved. 5/27/86 Special Inspection - Field Welding Also inspected fillet welds in repositioned connection clips in precast panel at lines 3/A, third floor deck framing elevation. 2—Kaiser Development Co. 2—HCH Associates 1 —Burkett And Wong l—Lusardi Construction Co. 1- City of Carlsbad Building Dept. INSPECTION REPORT Report No._AEL 6U441 American Engineering Laboratories, Inc. 7574 Trade Street, San Diego, California 92121 Telephone (619) 695•3730 Date 5 No. ________ Client lPti UL v LLJI IILIl Client Address ....--2121 Palomar Airport Road, Suite 201 ('2r1chd ('A Q2flflR Project Name (per plans) KAISER CFNTER CARLSBAD ItEgierA.—Address 2011 Palomar Airport Road Architect Carlched. CA 92008 Engineer HCH Associates Contractor Burkett & Wong Lusardi Construction Co. Building Permit No. 86-22 Plan File No._________________________ Govt. Contract No. Census Tract No, Other INSPECTION CODE MArL SAMPLING CODE MATERIAL DESCRIPTION Reinforced Concrete SIC - Concrete Cylinders CC - Reini.: Reber - _.._. Steel: A36 - Prestressed Concrete SIPC - Mortar Samples MS - Reint.: W W F. ___________________ Metal Decking: - Reinforced Masonry SIM - Grout Samples GS Reinl.: Tendons _____________________ - Shear Connectors: Struct. Steel Assembly - Fireproofing FP Conc.: Mix #/psi - H.S. Bolts: - Shop Fabrication SISS-1 Units (block or brick) UB - Conc.: Mix #/psi _.._. Electrodes: NR 311 - Field Welding SISS-2 - A.C. Concrete ACC Conc.: Mix */psi - Electrodes: ...... Cert. Welders- yes 3 H.S. Bolting SlSS-3 - Roofing AS Cons: Mix #/psi - Pile Driving SIPD - Reint. Steel ASS - Grout: Mix #Ipsi - Fireproofing: Nondestructive Testing - Steel SS Mortar Type/psi A.C. Concrete:_______________________ - Shop SINDT-1 - Tendon (PT Strands) TS - Units: Block __________________________ - Other: Field SlNDT-2 - Other ____________ - Units: Brick____________________________ - Other - Fireproofing SIFP - Other Roofing IA - Other - - Waterproofing IWP - Other - Asphalt Paving lAP - Other 10 CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building laws. This report covers the locations of the work inspected. Contact this office if you need more specific information regarding inspection procedures. INSPECTOR Jinny Lyn Garcia (W-313) INSPECTION DATE 7/15/86 Special Inspection - Nondestructive Testing - Field Performed the prescribed Ultrasonic connections on previously inspected (See Ultrasonic Report this date). Testing of full penetration moment structural steel framing members 2-Client 2-Architect 1-Engineer 1-Contractor 1-City of Carlsbad Bldg. Dept. Attachment CVE) '5 1986 CITY OF CARLSBAD Building Department 117 Amican Ene&ng Laborod 7574 Trade Street. San Diego Cóifomia 92121 Teephone (619) 6953730 File No. P-553 NONDESTRUCTIVE TEST REPORT Date 7/24/86 AELNO. 6U-441/1 Client: KAISER DEVELOPMENT CO./ Attn: John Burke 2121 Palomar Airport Road, Suite 201 Carlsbad, CA 92008 Project: KAISER CENTER CARLSBAD 2011 Palomar Airport Road Carlsbad, CA 92008 MATERIAL: A-36 INSTRUMENT: USK-7 INSPECTION STANDARD: AWS 01.1 RATE OF INSPECTION: 100% Description of Testing Item(s): FULL PENETRATION - ROOF LEVEL Type of Testing: Ultrasonic Fabricator or Erector: Contractors Contractor: Lusardi Steel Shop Field X Page of2 METHOD: Cant TRANSDUCERS: 225 MHZ CALIBRATION: DSC Block SHEAR WAVE-ANGLE: 700 Date Hours Technician 7/15/86 4.0 J. Garcia 7/16/86 4.0 J. Garcia Part No./Location No./Type Welds Tested ACC. Rej. Remarks Line J (6-7) 4/ Beam-to-Embed ______ Line 7 (G-H) South 2/ Beam-to-Embed Line A (6-7) 4/ Beam-to-Embed Line 7 (B-C) 4/ Beam-to-Embed X Line 7 (G-H) North 2/ Beam-to-Embed X Line 3 (B-C) East 2/ Beam-to-Beam X Line C (2) West 2/ Beam-to-Beam X Line 2.1 (F.3) East 1 21 Beam-to-Beam X Line 3 (G) East 121 Beam-to-Beam X Rejection Rate Retests of Repaired Welds Hours Ametican Engineering Laboratories. Inc. 7574 Trade Street. San Diego, California 92121 Telephone (619) 695.3730 File No. P-553 NONDESTRUCTIVE TEST REPORT Date 7/24/86 AEL No. Client: Project: 6U-441/1 KAISER DEVELOPMENT CO. KAISER CENTER CARLSBAD Type of Testing: Ultrasonic Fabricator or Erector: Contractor: Shop Field X Page 2 of 2 Part No./Location No./Type Welds Tested ACC. Rej. Remarks Line 3.2 (G) 4/ Beam-to-Beam X Line 4 (G) 4/ Beam-to-Beam X Line 4 (G-H) East 2/ Beam-to-Beam X Rejection Rate 0 Retests of Repaired Welds Hours 8 2-Cl lent 2-Architect 1-Engineer 1-Contractor 1-City of Carlsbad Bldg. Dept. AMERICAN ENGINEERING LABORATORIES, INC. Reviewed by: I N , )) 'A^ ROBERT L. HOFFMAN American Engineering Laboratories, Inc. 7574 Trade Street, San Diego, California 92121 Telephone (619) 695-3730 INSPECTION REPORT Date 7/7/86 No. P-553 Report No. AFt -42 Client F%JT r - £if+cnfirin• .lrihn Riiv'L' Client Address Project Name (per plans) KAISERCENTERCARLSBAD Building Permit No. R-22 Project Address (Iegal) 2011PalomarAirportRoad.Carlsbad._CA Plan File No. _____________________ Architect HCH andAssociates Govt. Contract No. Engineer Burkett andWong Census Tract No. Contractor LusardiConstructionCo. Other INSPECTION CODE MArL SAMPLING CODE MATERIAL DESCRIPTION Reinforced Concrete SIC - Concrete Cylinders CC - Reint.: Rebar _______________________ ....X..... Steel: A_3 - Prestressed Concrete SIPC - Mortar Samples MS Reinf.: W.W.F. - Metal Decking: - Reinforced Masonry SIM - Grout Samples GS - Reinf.: Tendons _______________ - Shear Connectors: _L Struct. Steel Assembly Fireproofing FP - Conc.: Mix C/psi j_. H.S. Bolts: A_325 - Shop Fabrication SISS-1 Units (block or brick) UB - Conc.: Mix C/psI .1.. Electrodes: 7018 _X. Field Welding SISS-2 - A.C. Concrete ACC - Conc.: Mix C/psi ....X...... Electrodes: NR 23 1 - H.S. Bolting SISS-3 - Roofing RS - Conc.: Mix C/psi ..L.. Cert. Welders: Ys - Pile Driving SIPD - Reint. Steel RSS - Grout: Mix C/pSi - Fireproofing: Nondestructive Testing - Steel SS - Mortar: Type/psi - A.C. Concrete:_______________________ - Shop SINOT-1 - Tendon (PT Strands) TS Units: Block Other. Field SINDT-2 - Other ___________ - Units: Brick__________________________ - Other. Fireproofing SIFP - Other - Roofing lR - Other Waterproofing IWP - Other - Asphalt Paving LAP - Other ___________ID CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building laws. This report covers the locations of the work inspected. Contact this office if you need more specific information regarding inspection procedures. INSPECTOR Jinny_L. Garcia (W-313) INSPECTION DATE 6/27/86 Special Inspection - Field Welding Inspected the welding of diagonal tube steel-to-gusset plates (top and bottom) at 1st level, line 4.3 (D.5-E). Inspected the welding of structural steel moment framing members at 2nd, 3rd, roof levels, line J (6-7) (west), 2nd level line 3 (B-C) (west). Conducted the prescribed ultrasonic testing of full penetration moment con- nections previously reported. See ultrasonic report this date. Conducted random spot check torque testing of sheared, load indicator bolted connections at 2nd level 2-Kaiser Development Co. - Attn: John Burke 2-HCH Associates 1-Burkett and Wong l-Lusardi Construction Co. 1-City of Carlsbad RECEIVED JUL 81986 CITY OF CARLSBAD Building Department File No. P-553 NONDESTRUCTIVE TEST REPORT Date 6/27/86 AEL No. 6-462 Type of Testing: Ultrasonic Client: KAISER DEVELOPMENT CO. - Attention: J. Burke Fabricator or Erector: 2121 Palomar Airport Road, Suite 201 Contractors Steel Carlsbad, CA 92008 Contractor: Lusardi Construciton Co. Project: KAISER CENTER CARLSBAD 2011 Palomar Airport Road Carlsbad, CA Shop - Field j_ Page _]_of _j,, MATERIAL: ASTM A36 METHOD: Contact INSTRUMENT: USK-7 TRANSDUCERS: 2.25 MHZ INSPECTION STANDARD: AWS D1.1-84 CALIBRATION: DSC Block RATE OF INSPECTION: 100% SHEAR WAVE-ANGLE: 700 Description of Testing Item(s): Date Hours Technician Full Penetration Moment Connections 127/86 2.0 J. Garcia Part No./Location No./Type Welds Tested ACC. Rej. Remarks 2nd Level 8 (B-C) South 2/Beam-to-Column X 8 (G-H) North 2/Beam-to-Column X A (6-7) West 2/Beam-to-Column X 3 (B-C) East 2/Beam-to-Column X 3rd Level 8 (G-H) North 2/Beam-to-Column X Roof Level 2/Beam-to-Column X 8 (G-H) North 2/Beam-to-Column X Rejection Rate 0 Retests of Repaired Welds Hours AMERICAN ENGINEERING LABORATORIES, INC. Reviewed by: 1 11 2-Kaiser Development Co. Attn: John Burke KA_ - 2-HCH Associates ROBERT L. HOFFMAN l-Burkett and Wong 1-Lusardi Construction Co. 1-City of Carlsbad American Engineering Laboratories, Inc. 7574 Trade Street, San Diego, California 92121 Telephone (619) 695-3730 INSPECTION REPORT Date 7/15/86 Project No. P553 Report No. AEL_6H073 Client KAISER DEVELOPMENT CO. Attn: John Burke Client Address 2121 Palomar Airport Road, Suite 201 Carlsbad. CA 920CR projecrrrarne (per plans) KAISER CENTER CARLSBAD Building Permit No. 86-22 DrojectAdd>ess(Iegal) 2011 Palomar Airport Rd.. Carlsbad, CA92008 Plan File No. _____________________ HCHAssociates Govt. Contract No. Engineer Burkett and Wong Census Tract No. Contractor Lusardi ConstructionCo. Other INSPECTION CODE MAT'L SAMPLING CODE MATERIAL DESCR!PTION - Reinforced Concrete SIC - Concrete Cylinders CC Reinf.: Rebar _______________________ _L.... Steel ASTM_A3 6/ASTM_A500 - Prestressed Concrete SIPC - Mortar Samples MS Reunf:WW.F - Metal Decking: Tubing - Reinforced Masonry SlM - Grout Samples GS - Reinf.. Tendons _______________________ - Shear Connectors: Struct. Steel Assembly - Fireproofing FP Conc.: Mix #/psi H.S. Bolts: Shop Fabrication SlSS-1 - Units (block or brick) UB - Conc.: Mix #/psi ...X....... EIectrodes E7018 1/8 Field Welding SISS-2 - A.C.Concrete ACC - Conc.: Mix */psp _.X_ Electrodes: E70T11413211 H.S Bolting SISS-3 - Roofing RS - Conc.: Mix #/psi ...X_. Cert. Welders: Yes Pile Driving SIPO - Reinf. Steel RSS - Grout: Mix #/psi Fireproofing: Nondestructive Testing - Steel SS Mortar: Type/psi A.C. Concrete: Shop SINDT-1 - Tendon (PT Strands) TS - Units Block Field SINDT-2 - Other ____________ - Units. Brick____________________________ r V D Fireproofing - SIFP - Other - Roofing IR - Other JUL 221986 Waterproofing IWP - Other Asphalt Paving lAP CITY OF CARLSBAI - Other 10 BuDding Department CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building laws. This report covers the locations of the work inspected. Contact this office if you need - more specific information regarding inspection procedures. INSPECTOR JohnBrookins INSPECTION DATE 7/7/86 Special Inspection - Field Welding Inspected welding on tube bracing to gusset plate connection at 2nd level line 4 between D.5 and E, line 5 (E), and line 5 D.5 (top connections). Inspected welding on beam to column moment connections at 3rd level line 4 (G), 2nd level line A (6.5), West side of concrete panel. Inspected welding on angle to beam connections 2nd level line 8 (B to H), 3rd level line 8 (G to H) and roof lines 8 (B to H) and (1 to 3) (A) to (G.2). 7/8/86 Special Inspection - Field Welding Inspected welding on beam to column moment connections 2nd level, line G (3.2) line 2.1 (F.3). 117 Page 2 7/15/86 P-553 AEL 6-H073 7/8/86 Special Inspection - Field Welding Inspected welding on beam to column connections 2nd level line 2.1 (F.3), G (3), 6.5 (3.2) and line 4 (G.5). Inspected welding on angle to beam connection 2nd level line A (4.2) to A (7), 3rd level line 8 (B to F), and A (6.5 to 7). SPECIAL INSPECTOR: Jinny Garcia (W-313) 7/8/86 Special Inspection - Field Welding Prescribed ultrasonic testing performed on structural steel moment framing members previously inspected. See ultrasonic report this date. SPECIAL INSPECTOR: John Brookins 7/9/86 Special Inspection - Field Welding Inspected welding on beam to column moment connections 3rd level line G (3.2), G(3). Inspected welding on beam to column connection 3rd level line 3.2 (G.5). Inspected welding on angle to beam connection 2nd level line A 4 to 6 North side, 3rd level line A, 4 to 6 North side. 7/10/86 Special Inspection - Field Welding Inspected welding on beam to column connection 2nd level line 3 (G), 3rd level line 2.1 (F.3), 2.1 (G), 3 (G), 3.2 (G.5), and line 4 (6.5). Inspected welding on angle to beam connections 2nd level line A (3 to 3.2) 3rd level line A (3 to 3.2). Inspected welding on gusset plate to beam full penetration weld 2nd level line 5 (D.5) 3rd level line 5 (D.5). Inspected welding on beam to column moment connection 3rd level line 2.1 (F.3) bottom flange. Inspected welding on tube bracing to gusset plate top of 3rd level line 4 between D.5 and E, and line 5 (E). Page 3 7/15/86 P-553 AEL 6-H073 7/10/86 Special Inspection - Field Welding Inspected welding on angle and plate braces to stairs 2nd level between lines C.5 and (0), 4 and (4.3). 7/11/86 Special Inspection - Field Welding Inspected welding on tube bracing to gusset plate top of 3rd level line 5 (0.5) East to West, line 5 between-D.5 and E, 5 (E) East to West. Inspected welding on gusset plate to column connection 3rd level line 5 (0.5). Inspected welding on beam to column moment connections, roof level line 3.2 (G.5), 4 (G.5). Inspected welding on clip to beam connection 3rd level line 3 (A). SPECIAL INSPECTOR: Jinny Garcia (W-313) 7/11/86 Special Inspection - Field Welding Performed prescribed ultrasonic testing on structural steel moment framing members previously inspected. See ultrasonic report this date. CC: 2-Client 2-Architect 1-Engineer 1-Contractor 1-City of Carlsbad S File No. P-553 NONDESTRUCTIVE TEST REPORT Date 7/15/86 AEL No. 6-H073 Type of Testing: Ultrasonic Client: KAISER DEVELOPMENT CO. Fabricator or Erector: Contractors Attn: John Burke Steel ..--- 2121 Palomar Airport Rd., Suite 201 ( Carlsbad, CA 92008 Contractor: Lusardi Construction Co. Pko.t:! KAISER CENTER CARLSBAD 2011 Palomar Airport Road Carlsbad. CA 92009 1 Shop - Field x Page of 1 MATERIAL: A 36 METHOD: Contact - INSTRUMENT: USK-7 TRANSDUCERS: 2.25 MHZ INSPECTION STANDARD: AWS D1.1-84 CALIBRATION: DSC Block RATE OF INSPECTION: 100% SHEAR WAVE-ANGLE: 700 Description of Testing Item(s): Date Hours Technician 7-8-86 4.0 Jinny Garcia Full Penetration 7-11-86 2.0 Jinny Garcia Part No./Location No./Type Welds Tested ACC. Rej. Remarks nd level me CL.3 (C) South 2/Beam-to-Beam A (6-7) West 2/Beam-to-Embed X G (4) South 2/Beam-to-Beam X 4 (G.5) East 2/Beam-to-Beam X d level ne 3 (B-C) East 2/Beam-to-Beam X G (4) 4/Beam-to-Beam X 4 (G.5) East 2/Beam-to-Beam X Rejection Rate Retests of Repaired Welds Hours CC: AMERICAN ENGINEERING LABORATORIES, INC. 2-Client Reviewed 2-Architect 1-Engineer 1-Contractor 1-City of Carlsbad Building Department Dig 3 Li American Engineering Laboratories, Inc. INSPECTION 7574 Trade Street, San Diego, California 92121 Telephone (619) 695-3730 REPORT Date 5/29/86 Projct No. _P553 Report No. _AEL 6U308 Client KAISER DEVELOPMENT CO. Client Address 2121 Palomar Airport Road, Suite 201 Crlchad. CA 9200R Project Name (per plans) KAISER CENTER CARLSBAD Building Permit No. 86-22 Project Address (legal) 2011 Palomar Airport Road, Carlsbad, CA Plan File No. _____________________ Architect HCH Associates Govt. Contract No. Engineer Burkett & Wong Census Tract No. Contractor Lusardi Construction Co. Other INSPECTION CODE MA-17L SAMPLING CODE MATERIAL DESCRIPTION _2L Reinforced Concrete SIC ....... Concrete Cylinders CC ..L. Aeinf.: Reber ASTM A61 5, Gr. 60 _X.. Steel: - ASTM A36 - Prestressed Concrete SIPC __.) Mortar Samples MS Reinf.: W.W.F. - Metal Decking: Reinforced Masonry SIM - Grout Samples GS Reinf: Tendons - Shear Connectors: FP _X.. Conc.: Mix */psi_1 3 (3000) _.. - Struct. Steel Assembly Shop Fabrication SISS-1 Fireproofing - - Units lock or brick) UB ....?L Cons. Mix */psi 13 (2000) - H.S. Bolts: Electrodes: NR 203 Field Welding SISS-2 - A.C. Concrete ACC - Conc.. Mix #Ipsi - Electrodes: H.S. Bolting SlSS-3 SlPD - Roofing Reinf. AS ASS - Cons.: Mix */psi Grout Mix */ psi _ " (lQflfl\ 6(2000) ........X.. Cert. Welders: yes - Pile Driving - Steel SS -.- V ' Mortar: Type/psi I - Fireproofing: - Nondestructive Testing - Steel - ASTM AC-90 - A.C. Concrete:_______________________ - Shop SINDT-1 - Tendon (PT Strands) TS Units: Block Other: Field SINDT-2 - Other ____________ - Units: Bnck - Other: - Fireproofing SIFP - Other Roofing IA - Other - Waterproofing IWP - Other Asphalt Paving lAP _Other 10 - CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building laws. This report covers the locations of the work inspected. Contact this office if you need more specific information regarding inspection procedures. INSPECTOR James R. Thomson (267) INSPECTION DATE 5/12/86 Special Inspection - Reinforced Concrete Inspected reinforcing steel and preplacement conditions in tilt—up panels to be erected at lines 3/A, 6.5/A, 8/B.5, 8/D and 8/E. tnspected concrete placement at panels to be erected at lines 3/A, 6.5/A and 8/B.5. Obtained concrete cylinders for test. Note: As per Details 4/S9, 2/Sb, 5/SlO and 9/Sb, various reinforcing steel elements were omitted from assemblies. All deficiencies were corrected during this inspection period. Page 2 5/29/86 File# P-553 AEL 6U-308 INSPECTOR: Glenn Harris (C-254) 5/13/86 Special Inspection - Reinforced Concrete Confirmed in-place reinforcing steel in tilt-up panels #8 and #9 prior to placement and consolidation of concrete in panels #5, #6, #7, #8 and #9. Obtained concrete cylinders for test. Noted missing backup #5 bar at PA straps per 9A/S1O. Notified contractor's representative and confirmed placement of same. - Confirmed excavated location for speci-f-ied dimensions and placement of re-, inforcing steel for grade beam GB6 (line 5) . INSPECTOR: David Folz (M-278) 5/20/86 Special Inspection - Reinforced Masonry Inspected workmanship of unit installation and reinforcing steel place- ment verifying grade of steel and units for conformance to plans at: First lift, foundation level elevation, perimeter walls, lines: 3 (B-D); 2 (E-F.7) to approximate elevation of 51 -0". Obtained mortar samples for test. INSPECTOR: Paul E. Beyl, Jr. (W-204) 5/21/86 Special Inspection - Field Welding Inspected joint fit-ups, groove preparations, welding materials, welder's certifications and performed visual welding inspection of concrete panel (panels No. 1, 2, 3 at line B/3, 4.1 and 6.5)base imbed-to-base plates as per new revised Detail 7/Sb. NOTE: Full penetration weidments cannot be achieved due to concrete section of panel. Innershield automatic wire feed system (FCAW) in- corporated for greater access to root areas and increased penetration of same. Accessability hindered by foundation bolts yet full-throat thicknesses are being achieved along with additional welding of bolt nuts to base plates. Page 3 5/29/86 File# P-553 AEL 6U-308 5/22/86 Special Inspection - Field Welding Inspected visually the welding of concrete panel (panels #10 and #11 at lines H/4.3 and 5.1) steel base embed—to—foundation base plates. INSPECTOR: Glenn Harris (W-254) 5/23/86 Special Inspection - Field Welding Witnessed and visually inspected the welded panel plate—to—foundation plate connections at the bottom of the following panels #4 both sides; #5 both sides; #8 interior side; #9 both sides. 5/23/86 Special Inspection - Reinforced Masonry Confirmed placement and grade of vertical reinforcing steel in 5'-2" masonry perimeter wall prior to grouting. This inspection was performed at the request of the Building Official (City of Carlsbad) as vertical steel was not in place at time of City Inspection. Obtained grout samples for test. NOTE: Gr.40 #5 rebar noted on site was replaced with Gr.60 #5. Received verbal confirmation from structural engineer that stack bond used on curved wall section is acceptable. Vertical reinforcing was increased to 16" centers. 2—Kaiser Development Co. Attn: John Burke 2—HCH Associates 1—Burkett & Wong 1—Lusardi Construction Co. 1—City of Carlsbad Building Department American Engineering Laboratories, Inc. INSPECTION 7574 Trade Street, San Diego, California 92121 Telephone (619) 695-3730 REPORT Date 5/28/86 Project No. P-553 Report No.AEL 61J-299 Client KAISER DEVELOPMENT CO. Client Address 2121 Palomar Airport Road, Suite 201 r1chd (A 92OflR Project Name (per plans) KAISER CENTER CARLSBAD Project Address (IegaI) 2011 Palomar Airport Road, Carlsbad, CA Architect HCH Associates Engineer Burkett &--Wong Contractor Lusardi Construction Co. Building Permit No. Plan File No._________________________ Govt. Contract No. Census Tract No Other INSPECTION CODE MATL SAMPLING CODE MATERIAL DESCRIPTION Reinforced Concrete SIC J... Concrete Cylinders CC _._X Reinf.: Rebar ASTMA6 1 5, G r. 60 - Steel: - Prestressed Concrete SIPC - Mortar Samples MS Reinf. W.W.F __________________________ - Metal Decking: - Reinforced Masonry SIM - Grout Samples GS Reinf : Tendons ________________________ - Shear Connectors: - Struct. Steel Assembly - Fireproofing FP X Conc.: Mix *ipsi #13, 5s ks /3000 - H.S Bolts- - 1. Shop Fabrication 5155-1 - Units(block or brick) UB __X. Conc: Mix #iPS #8.6sks/4000 - Electrodes: - 2. Field welding SISS-2 A.C. Concrete ACC - Conc.. Mix #/psi - Electrodes: 3 H.S. Bolting SlSS-3 - Roofing RS - Conc: Mix #/psi - Cert. Welders: Pile Driving SIPD - Reint. Steel RSS - Grout Mix #/psi - Fireproofing: Nondestructive Testing - Steel SS - Mortar Type/psi - A C Concrete: 1. Shop SINDT-1 - Tendon (PT Strands) TS Units: Block __________________________ - Other, - 2. Field SINDT-2 - Other ____________ - Units: Brick - Other, Fireproofing SIFP - Other Roofing IA - Other Waterproofing IWP - Other Asphalt Paving lAP Other 10 CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building laws. This report covers the locations of the work inspected. Contact this office if you need more specific information regarding inspection procedures. INSPECTOR Joe Blakely _(C-286) INSPECTION DATE 5/14/86 Special Inspection - Reinforced Concrete Inspected reinforcing steel and concrete placement at west grade beam GB 7, (Concrete was placed partially to height to secure steel in place), and at south wall panel #11 and north wall panel #2. Obtained concrete cylinders for test. Page 2 5/28/86 File# P-553 AEL 6U-299 5/15/86 Special Inspection - Reinforced Concrete Inspected reinforcing steel and concrete placement at west grade beam / GB 7 for completion through grade height and around elevator pit. Obtained concrete cylinders for test. - - - 5/16/86 Special Inspection - Reinforced Concrete Inspected reinforcing steel and concrete placement at grade beam GB 6, in addition to mechanical enclosure foundation footings and site wall footings of entrance way. Obtained concrete cylinders for test. 2—Kaiser Development Co. Attn: John Burke 2—HCH Associates 1—Burkett & Wong 1—Lusardi Construction Co. 1—City of Carlsbad Building Department American Engineering Laboratories, Inc. INSPECTIOt 7574 Trade Street. San Diego, California 92121 Telephone (619) 695-3730 REPORT Date 7/14/86 Project No P-553 Report No AEL 6-485 Client KAISER DEVELOPMENT CO. - Attention: John Burke Client Address 2121 Palomar Airport Road, Suite 201 Carlsbad, CA 92008 Project Name (per plans) KAISERCENTERCARLSBAD Building Permit No. 86-22 Project Address (legal) 2011 Palomar Airport Road, Carlsbad,CA Plan File No. ____________________ Architect HCHASSOCIATES Govt. Contract No. Engineer BURKETTANDWONG Census Tract No. Contractor LUSARDICONSTRUCTION Other ____________________ INSPECTION CODE MATL SAMPLING CODE MATERIAL DESCRIPTION - Reinforced Concrete SIC - Concrete Cylinders CC - Reinf.:Rebar .1.... Steel: ASTMA36/A500Tub - Prestressed Concrete SIPC - Mortar Samples MS - Reini.: W.W F.__________________ - Metal Decking: Reinforced Masonry SIM - Grout Samples GS - Reinf : Tendons - Shear Connectors: _... Struct. Steel Assembly - Fireproofing FP - Conc.: Mx #fl'si - H.S. Bolts: Shop Fabrication SISS-1 - Units lock or brick) UB - Conc. Mix #IPsi X Electrodes: E7018 1 /8" ii Field Welding SISS-2 - A.C. Concrete ACC - Colic.: Mix *fl51 JL. Electrodes: E70T1_NR211 - 3 H.S. Bolting SlSS-3 - Roofing RS - Conc.: Mix *)Si X Cert. Welders: Yes - Pile Driving SIPO Reinf Steel RSS - Grout: Mix #/psi - Fireproofing - Nondestructive Testing - Steel SS - Mortar: Type/psi - AC. Concrete:______________________ Shop SINDT-1 Tendon (PT Strands) TS - Units: Block Other: Field SlNDT-2 - Other ____________ - Units: Brick - Other: Fireproofing SIFP - Other - Roofing IR - Other Waterproofing lWP - Other Asphalt Paving lAP - Other 10 CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building laws. This report covers the locations of the work inspect ekCiEitVoEeD more specific information regarding inspection procedures. INSPECTOR JohnBrookins JUL 17 1986 INSPECTION DATE 6/26/86 Special Inspection - Field Welding CITY OF CARLSBAD Buiing Department Inspected welding of full penetration moment connections beam-to-column at 2nd level line 8 between (B and C), 8 (G to H) and 3rd level, line 8 (B to C), 8 (G-H). Inspected welding of diagonal tube steel to gusset plate connections at braced frames lines 5 and 6 at sub-second level, second, and third floor elevation. Comments: Concrete panel beam to embed connection at second level, line 8-11 exhibited corner section of plate missing at west edge area at full penetra- tion weld which will not permit full length of weld to be accomplished. Notified contractor's representative of this condition for resolution by structural engineer. Page 2 7/14/86 File #P-553 AEL 6-485 SPECIAL INSPECTOR: Jinny L. Garcia (W-313) 6/30/86 Special Inspection - Field Welding Inspected the welding of structural steel diagonal brace framing members at 1st level, line 0.5 (4 and 5) (top and bottom), E (4 and 5) (top and bottom), 2nd level line E (4 and 5) (bottom), 5 (D.5-E) (bottom). In- spected the welding of beam-to-beam moment connections at 2nd level, line C (CL.3) (North), G (4) (North) and beam-to-concrete wall panel embeds moment connections at 2nd and 3rd levels line 8 (G-H) (South), H (6-7) East. SPECIAL INSPECTOR: John A. Brookins 7/1/86 Special Inspection - Field Welding Inspected welding on beam-to-column moment connections at 2nd and 3rd levels line 8 (B.5) and line A (6.5), 6 (4) 2nd level south side, top and bottom, line 4 (G.5) East side 2nd level. Inspected welding on tube-to-plate at base of column connection at floor level line 4 (D.5) and E, 2nd level line 4 0.5 and E, 2nd line E (4). Inspected welding on angle-to-beam connection 2nd level, line F.5 to G. 7/2/86 Special Inspection - Field Welding Inspected welding beam-to-column moment connection 2nd and 3rd levels line 4 (6.5), line CL-3 (C), line 3 (8.5) West side 2nd and 3rd levels. Inspected welding on tube-to-plate bracing at 2nd level line 0.5 (4), E (4) bottom of 2nd level, line 5 between D.5 and (E) top of 2nd level. Inspected clip-to-beam connection at 2nd, 3rd and roof levels line 7 (0) North and South side, line 7 (E) North and South sides line 7 (F.5) North and South side, line 5.3 (J) EAst and West side and line 4.3 (J) East and West sides. SPECIAL INSPECTOR: Jinny L. Garcia (W-313) 7/2/86 Special Inspection - Field Ultrasonic Testing Inspected and conducted prescribed ultrasonic testing of full penetration structural steel framing members and moment connections previously reported. See ultrasonic report this date. SPECIAL INSPECTOR: John A. Brookins 7/3/86 Special Inspection - Field Welding Inspected welding on angle-to-beam connection at 2nd level line 8 (0 to E), 3rd level line 8 E to F and line 8 E to F at roof. Page 3 7/14/86 File #P-553 AEL 6-485 7/3/86 (continued) Inspected welding on tube braced steel-to-gusset plate connection 2nd level line 4 (0.5), 3rd level line 4 (E) and line 4 (0.5) and (E). 2-Client Attn: John Burke 2-Architect 1-Engineer 1-Contractor 1-City of Carlsbad -------------------1--- - - __- __s - AT - - 4 JobNarne. -_ - - F__ - - - - EN'IRONMENTAL 4827 Vwridge_AvenLe,.. J_igI4 LANNIFG San 74 Diego, L( AR€HfljEC11URE• A_9212h16 ENGINEERING L!JZ14) 1 278L575 1- -- I. Teon./Methglih: 4c44 Tithe JobNo.: - J I I I III Illil II it I Discu 10 Ab 14c4' .__ k-k--- 1 ---—-4H- - —t-- --- - - - -----.--i-i-----.. —t — - -------- -- ---- -- -- - -----L--1-----H4----- 1HH -- - - H ---- -H —..-.---.------ - .-.---I---_-----.-.-.i-.--.-t-..---. - - -- - -- -1F--I - -.. -. - - - I I I I I1IiIjII I I I I IIbIItI I I Iii I II4I IIII .1 I II itJ±ii I I .III;LJIJIILI1 I ILLi, -4-4----------.-.-- 4. /94'm. Gaw,,,/~75 GREENHEUK' FAN CORPORATION Performance shown is for Model GB without inlet or outlet ducts BHP does not include drive losses (1 MAXIMUM BHP AT A GIVEN RPM - (RPM/2593)3 MAXIMUM RPM - 1800 MAXIMUM MOTOR FRAME SIZE —56 (Consult factory regarding larger frame sizes) DIMENSIONAL DATA I METAL THICKNESS I Approx I Damper Root Opening Curb ( Cap Wundband j Shroud Motor Compartment I Weight I (lbs.) I 12 141h 064 I 040 ( 051 040 49 7 Model DriveHP Range RPM TS Static Pressure/Capacity 0000 1 0 125 0 250 0375 0.500 0625 0 750 0675 1 000 1 250 SonejBHP SoneIBHP SoneIBHP SoneIBHP Sone(BHP SoneIBHP Sone(BHP Sone(BHP SoneIBHP SoneIBHP GB plo-4 A-i - -- 830 2417 703 594 420 421003 1351003 880 2563 746 642 505 4.510.03 391004 3310.04 930 2709 - 788 688 572 4.9(004 4.31004 3.7(005 - 980 2854 831 735 631 398 5.310 05 4710.05 4210.05 '10 05 2971 864 772 677 521 56(005 51(006 451006 501006 1020 1070 3116 907 818 732 608 6.0(0 06 551007 501007 541007 1120 3262 949 864 784 676 64(007 591007 R-3 1165 3393 987 905 831 732 579 681008 641008 591009 611009 621009 1210 3524 1025 946 875 785 658 721009 681009 64(0 10 64(0 10 651010 1/4-- 1260 3670 1068 992 922 841 735 386 76(0.10 731010 691011 6.81011 681011 1310 3815 1110 1037 969 896 803 661 81(011 771012 74(012 731013 711013 681012 1355 3946 1148 1077 1010 943 856 740 851012 82(0.13 1 791014 761014 1400 4078 - 1187 1118 1052 990 909 810 634 8.9(014 86(014 84(015 811016 781016 731016 6 910 14 - 1445 4209 - 1225 1158 1094 1036 960 872 741 941015 911016 88(016 85(017 81(017 77(017 7210 17 - 1490 4340 1263 1198 1136 1079 1009 928 820 981016 9.61017 93(018 891019 851019 801019 7510 19 1535 4471 1301 1238 1177 1122 1058 981 889 755 10.3(0 18 1001019 98(01 94(020 891021 84(0 21 7 910 21 7 410 20 1585 461€ 1343 1282 1223 1168 1110 1039 958 844 108(020 10 10 4(021 99(022 941023 891023 84(023 801022 1635 4762 1386 1326 1269 1215 1162 1095 1020 929 793 11 3(022 111(022 109(0 23 1041024 1001025 941025 891025 861025 8 310 24 GB 10-3 R-4 1/3 1675 487€ 1420 1361 1305 1252 1203 1138 1067 984 868 11 71023 11 5(0 24 11 31025 1091026 1041027 99(027 931027 9 11027 8 910 26 1720 5010 1458 1401 1346 1293 1246 1187 1120 1045 947 025 1227 1201026 11 81027 11 410 28 11 01029 1041029 9910 29 9 610 29 941029 - 1760 - 512€ 1492 1436 1383 1331 1283 1229 1165 1094 1010 1261027 124(028 1231028 1191029 11 51031 110(031 104(031 101(031 981031 1800 524Z 1526 1471 1419 1368 1321 1270 1209 1142 1065 793 129(030 12 7F630 124(031 120(033 115(033 110(033 106(033 102(033 961030 (1, May vary depending on motor size. & P6PELLER BELftDUPPLY : --c1: \. E All units in the PBS series are supplied with six blade propellers. Each propeller diameter is offered in three different pitches. 15, 20, and 25 degrees. 4 MODEL NUMBER SYSTEM - Example: MODEL A B C ROOF OPENING F *G H ...PBS-24 36 46 16 26½ 11 26½ 2½ 'PBS-30 44 58 20 34½ 131/2 34/2 2½ PBS-36 52 69 24 42½ 15 42½ 3 PBS-42 58 81 28 48½ 16½ 48½ 3 PBS.48 64 92 32 541/2 1 16½ 54/2 3 *G IS THE MINIMUM INSIDE CURB DIMENSION For Damper dimensions and installation details and dimensions refer to page 26 PBS 24 20 10 TYPE PROPELLER DIAMETER PROPELLER PITCH MOTOR HP NUMBER B H P 10-_08 09-13 014-.17 18-25 .26-33 34.50 .51-75 76-100 1.01-150 151-200 2.01-300 301-500 MOTOR H.P. 1/12 Ye 1/6 Ye 1/3 ½ % 1 1½ 2 3 5 MOTOR NO. 12 1 8 6 1 4 3 1 5 7 1 10 15 20 1 30 50 When determining motor size for fan selection, select a large enough motor to cover the maximum static pressure likely to develop in the system RPM TS 0 S ¼SP V4 SP %SP ½SP 3A SP 15° 20° 25° 15° 20° 25° 15° 20° 25° 15° 20° 25° 15° 20° 25° 15° 20° 25° 460 290 1698 2057 2339 01 .02 03 530 3330 1957 2371 2695 02 03 05 600 .,., ' 2215 2684 3051 1420 1821 2098 03 .05 .08 .06 .08 .11 670 4210 2474 2997 3407 1788 2301 2617 .04 07 .10 .07 .11 .14 7Ar Af 2732 3310 3763 2155 2665 3099 1692 1905 '' °" .06 .09 .14 .09 .13 .18 13 .21 2991 3623 4119 2491 3019 3491 1770 2303 2634 - olO 5089 .07 .12 .18 .11 .17 .23 14 .21 26 00 3249 3936 4475 2781 3364 3876 2189 2823 3201 ooO 5529 10 16 24 14 21 28 .17 26 32 950 5969 3507 4249 4831 3067 3703 4255 2541 3267 3720 1824 2522 2811 121 20 30 .171 26 35 21 31 39 24 34 43 - 120 6409 3766 4562 5187 3342 4038 4633 2909 3633 4232 2341 3016 3487 - 15 24 37 20 31 42 25 .32 48 28 41 52 ..- 4024 4875 5543 3626 4387 5010 3287 3991 4628 2744 3552 4011 2043 2862 3173 o49 18 .30 .45 24 .38 .50 28 .42 56 .33 .49 61 .37 52 1 .66 4283 5188 58991 3902 4761 5384 3583 4341 5018 3095 3983 4529 2594 3359 3865 1160 7288 22 36 54 .28 .45 .60 33 .49 .66 .38 56 72 42 61 .77 1230 7728 4541 5501 6255 4175 5130 5754 3874 4686 5403 3456 4350 5053 3021 3879 4420 26 .42 .64 .331 52 70 38 .58 .78 44 63 .84 .47 71 89 11' 1310 4837 5859 6662 4484 5518 175 4201 5075 5837 3893 4761 5528 3428 4443 3253 31 51 78 39 .61 84 .44 69 .92 .50 .73 99 .55 82 92 5132 6217 7069 4792 5896 6593 4525 5460 4259 5164 3822 4865 2984 1 30r5 07)4 "° .37 61 93 .46 .72 .99 51 .82 57 85 64 93 73 4 1 70 p236 5427 6575 5098 6271 4845 5840 4593 5561 4264 3480 44 .72 .53 84 59 .96 .66 100 72 813 1550 9739 5723 6933 5411 6644 5162 4923 4685 3924 .52 85 .62 97 68 ----4 75 .81 93 1 - 13 'PERFORMANCE SHOWN IS FOR P135 FANS WIIHOUF DUCrS. BHP SHOWN DOES NOT INCLUDE BELr DRIVE LOSSES ~M' ffll ~ 11 I [ifIA€WANlii ENVIRONMENTAL PLANNING ARCHITECTURE. ENGINEERING 4877 Viewridge Avenue, San Diego, CA 92123-1667• (619) 278-5750 May 13, 1987 Ms. Carol Coleman Bedford Properties 2011 Palomar Airport Rd. Carlsbad, CA 92008 Project: Palomar Triad (a.k.a. Kaiser Center) HCH&A Job No. 09591, Plan Check 8-22 Subject: Roof Drain - South Stairwell Dear Carol: Per our discussion with the City of Carlsbad Building Inspector Emile Plude, based on direction given him by Esgil the City's plan checking agency, he cannot accept the south roof drain because the slope in the horizontal drain pipe is less than 1/4"/ft. I have had our mechanical engineer review the situation, and based on the fact that the pipe is considerably oversized for the roof area it serves, and the roof frame is steel for rigid support of the pipe, there should be no problem with the situation as it exists. Please acknowledge you are aware of the situation by signing below and forward a copy of this letter to Emile Plude at the City. Sincerely, Acknowledged: HCH & ASSOCIATES V. Scott Cairns Project Architect VSC : ab z4wz~_ . -'Carol Cole an Property Manager Bedford Properties ESGIL CORPORATION 9320 CHESM'EAKE DR.. SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: // 2 0 A2LICAN A tJbiçO JURISDICTION: A 14 0 fl7tA14 CHECKER 0 FILE COPY PLAN CHECK NO: 9,-z z ,J"s€3•[J UPS flDESIGNER PROJECT ADDRESS: V''4 44r PROJECT NAME: XA , The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. -. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck.* (,y' - o&y 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. Tam he applican.'s Hen' copy of the Msoci,*rEs, check list L/e? has been sent to: iicc S #40 S i2 92/i —/1 fl Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan checjc has been completed. Person contacted: 1/ Se.Orr . Date contacted: __ Telephone # 296.. 5750 ..)REMARK5:i) ,Oi To Roo.-- A'O lgncs 7 4 jj/9il CU,.c. ,&1r Aeptr / A'oo J,IC.E eJ 4 OUoTR éo&) , p, 2) 7'd el rb-' o . s 4A e' c5 ,3,%z ,w c. ,'i rc' • .3) -7-? .( £)rs /3 X10 &f74e1 4. d . 7'd /11! cJ -r P,,ae Soics 's A (I d AJ) ,/cY,u ,4sJ5. By:_ Enclosures:______________________ ESGIL CORPORATION MOM G ASSOGIATES LAND PLANNING • ARCHITECTURE • ENGINEERING • SURVEYING 4877 Viewridge Avenue, San Diego, CA 92123-1667 • (619) 278-5750 October 20, 1986 Mr. Emile Plude Building Inspection City of Carlsbad 2075 Las Palmas Drive Carlsbad, California 92008 Project: Kaiser Crad Plan Ch c HCH&A Jo Subject: Roof Drain Line - Third Floor Dear Emile: Enclosed are calculations from the mechanical engineer substantiating the fall of the roof drain lines at 1/16"/ft. I hope this answers the questions regard- ing this line. Sincerely, HCH & ASSOCIATES V. Scott Cairns Project Architect VSC:iab cc: Mr. Jeff Anderson Mr. Paul mine Mr. Ed Fitzpatrick Mr. John Burke '4 1' 0 DATE: 27 561 C FROM: 7 ME p PROJECT: To: Ks 000 WITH: 1a , L E AQ e w2 Fi_oj 5T00'I I., ID C.. T i, L 0-2. ID, L("F-- C. L. t t.3 e pbA%--!:.mO oua 2. U Lif Otrim co* 30%cl 1/4' 16I1DO' DF=44OCSI ,cYO Dtp St. too I/ia U 14 W11 IAO up -r -1q30" 2t-t' n - As tL)YtL. rzoc 1 k-s 4too? s7,. 1 Ay. s/r Upc. T1,LE O?_: GvTT&4-. (QEU1EU.)0 COI.. 12.117(b) sS 4 4o 96 DFc Pccc - 11 41 L= 1/4k 3494 p'O ttc- =QS 11cv 800 1 = 3o%, (Zct.S0/. JOHN W. GOODWIN 2265 La Amatista Road D& Mar, California 92014 PLUMBING DESIGN/ENGINEERING Phone: (619) 755-4220 J3/ -' y p•• ,41 2" 74)o 43 (cr) "/ 'j A/-,cf (A ' FROM: 0 DATE: qle,~If6 PROJECT: K?vte e,t'i1c TO: _ ceL 0 C3 WITh: //Y CoX 4369, K. M. GOODWiN & ASSOCIATES 261 S. HWY. 101 SOLANA BEACH, CA 92075 . PH 6191 755-1175 I 0 DATE: /t/t PROJECT: /5'aae& (57L W 0 ce2o4 iq' 00 WITH: FROM: iii /77O; i%s K. M. GOODWIN & ASSOCIATES. 261 S. HWY. 101 SOLANA BEACH, CA 92075 PH 16191 755-1175 HCH & ASSOCIATES LAND PLANNING • ARCHITECTURE • ENGINEERING • SURVEYING 4877 Viewridge Avenue, San Diego, CA 92123-1667 • (619) 278-5750 August 21, 1986 Mr. Emile Plude Building Inspection Department City of Carlsbad 2075 Las .Palmas Drive Carlsbad, California 92008 Project: Kaiser Center Carlsbad HCH&A Job #09591 Subject: Roof Top Equipment Dear Mr. Plude: Per our telephone conversation on August 20, 1986, the roof top fans (copies of which are attached) are approved by yourself and the Planning Department for use on the Kaiser project. We also agreed that when the roof is complete if the aluminum housings do not reasonably match the roof that the housings will be painted. Sincerely, HCH & ASSOCIATES 1k4 - V. Scott Cairns Project Architect VSC:ruiab cc: Mr. John Burke Mr. Dan Reid Mr. Ray Cox Mr. Jeff Anderson May vary depending on motor size 0 MAXIMUM BHP AT A GIVEN RPM - (RPM/2593)3 W MAXIMUM RPM - 1800 MAXIMUM MOTOR FRAME SIZE —56 (Consult factory regarding larger frame sizes) DIMENSIONAL DATA I METAL THICKNESS Approx I Weight I (lbs) I Damper I Roof Opening Curb Windband Shroud Motor Compartment 12 I 141h I 064 040 1 .051 1 040 49 (I . Model Drive Range HipRPM TS Static Pressure/Capacity 0000 0 125 0 250 0375 0500 0625 0 750 0875 1 000 1 250 SoneIBHP SoneIBHP SoneIBHP SOneIBHP SOnOjBHP SoneIBHP SoneIBHP SoneIBHP SoneI8HP SoneIBHP GB p10-4 R-1 830 - 2417 - 703 594 420 03 4210 746 3510.03 2910.03 880 2563 642 505 51003 3.91004 3310.04 930 2709 788 688 572 4 910 04 4.31004 980 2854 - 831 531005 735 4 710 05 631 4 210 05 398 4 710 05 - 1020 2971 864 772 677 521 561005 511006 451006 501006 1070 907 818 732 608 3116 ---- 601006 551007 501007 541007 1120 949 864 784 676 3262 R-3 1165 987 905 831 732 579 3393 681008 641008 5 910 09 6 110 09 6 210 09 1210 3524 1025 946 875 785 658 7 21009 6810.09 6410 10 1/4— 1260 — 3670 1068 992 922 841 735 386 761010 731010 69j0.11 6 810 11 6 810 11 6 510 08 1310 381 1110 1037 969 896 803 661 811011 77I012 741012 731013 711013 681012 1355 3946 1148 1077 1010 943 856 740 851012 82013 791014 761014 741014 701014 1400 4076 1187 1118 1052 990 909 810 634 891014 861014 841015 811016 781016 7.31016 691014 1445 4209 1225 1158 1094 1036 960 872 741 941015 911016 881016 851017 8 110 17 7 710 17 721017 1490 4340 1263 1198 1136 1079 1009 928 820 9810.16 961017 931018 891019 851019 801019 751019 1535 4471 1301 1238 1177 1122 1058 981 889 755 1031018 1001019 981019 941020 891021 84j021 791021 741020 1585 4616 1343 1282 1223 1168 1110 1039 958 844 10810.20 10610.20 1041021 22 941023 891023 841023 801022 1635 4762 1386 1326 1269 1215 1162 1095 1020 929 793 -113F- 022.1111022 1091023 1041024 1001025 941025 891025 861025 8 310 24 GB 10-3 R-4 1/3 1675 4878 11 1420 1361 1305 1252 1203 1138 1067 984 868 71023 11 510. 24 31025 10 gb 26 1041027 991027 931027 9 110 27 8 910 26 1720 5010 1458 1401 1.346 1293 1246 1187 1120 1045 947 1221025 1201026 11 81027 11 41028 11 01029 1041029 99029 9610 29 9 b° 29 - 1760 - 5126 1492 1436 1383 1331 1283 1229 1165 1094 1010 1261027 1241028 1231028 1191029 1151031 1101031 1041031 10 110 31 9 810 31 1800 5243 1526 1471 1419 1368 1321 1270 1209 1142 1065 793 1311029 1291030 12.710 30 1241031 1201033 1151033 11 010 33 10 610 33 11021033 1 961030 Performance shown is for Model GB without inlet or outlet ducts BHP does not include drive losses GIIWCK FAN CORPORATION VIODEL'.-PBS .- 'PROPELLER BELTED SUPPLY. v'.. -'(i. ... •'- . - . . , 46 - 1V . gell 1K All units in the PBS series are supplied with six blade propellers. Each propeller diameter is offered in three different pitches, 15, 20, and 25 degrees. MODEL NUMBER SYSTEM 45H - PBS 24 20 10 TYPE PROPELLER DIAMETER PROPELLER PITCH MOTOR HP NUMBER Example: MODEL A B C O ROOF PENING F CG H PBS-24 36 46 16 261/2 11 261/2 2½ PBS-30 44 58 20 341/2 13½ 341/2 2½ BS-36 52 69 24 42½ 15 42½ 3 BS-42 P 58 81 28 48½ 16½ 48½ 3 BS-48 64 92 32 54½ 16Y2 54½ 3 *G IS THE MINIMUM INSIDE CURB DIMENSION For Damper dimensions and installation details and dimensions refer to page 26. BHP 00-08 09-13 014-17 18-25 26-33 .34-50 51-75 .76-1.00 101-1 50 1 51-200 2 01-3 00 3 01-5 00 MOTOR H.P. 1/12 Y. 1/6 LV. 1/3 ½ N. 1 1½ 2 3 5 MOTOR NO. 12 8 6 [ 4 3 5 7 10 15 20 1 30 50 When determining motor size for fan selection, select a large enough motor to cover the maximum static pressure likely to develop in the system RPM TS 0 S 4'ISP ¼SP %SP ½SP 3A SP 15' 20' 25' 15' 20' 25' 15' 20' 25' 15' 20' 25' 15' 20' 25' 15' 20' 25' 4O 290 1698 2057 2339 .01 02 .03 530 3330 1957 2371 2695 02 03 .05 600 3770 2215 2684 3051 1420 1821 2098 .03 05 08 .06 08 .11 670 4210 2474 2997 3407 1788 2301 2617 .04 .07 10 07 11 .14 2732 3310 3763 2155 2665 3099 1692 1905 740 4650 .06 09 14 .09 13 .18 .13 .21 810 5089 2991 3623 4119 2491 3019 3491 1770 2303 2634 .07 .12 18 11 .17 .23 14 21 .26 3249 3936 4475 2781 3364 3876 2189 2823 3201 880 5529 10 16 .24 14 .21 .28 .17 26 32 3507 4249 4831 3067 3703 4255 2541 3267 3720 1824 2522 2811 950 5969 12 20 30 .17 26 .35 21 .31 39 24 34 43 3766 4562 5187 3348 4038 4633 2909 3633 4232 2341 3016 3487 10 40 15 24 .37 .20 .31 42 25 32 .48 .28 .41 52 4024 4875 5543 3626 4387 5010 3287 3991 4628 2744 3552 4011 2043 2862 3173 - 1090 6849 .18 30 .45 24 .38 .50 .28 .42 56 .33 .49 61 37 .52 .66 1160 7288 4283 5188 5899 3902 4761 5384 3583 4341 5018 3095 3983 4529 2594 3359 3865 22 36 54 .28 45 .60 33 .49 66 38 .56 72 42 .61 77 1230 7728 4541 5501 6255 4175 5130 5754 3874 4686 5403 3456 4350 5053 3021 3879 4420 .26 42 64 33 .52 .70 .38 .58 78 .44 .63 84 .47 71 89 1310 8231 4837 5859 6662 4484 5518 175 4201 5075 5837 3893 4761 5528 3428 4443 3253 .31 51 78 .39 .61 84 .44 69 .92 .50 73 99 55 .82 92 - 1390 8734 5132 6217 7069 4792 5896 6593 4525 5460 4259 51641 3822 4865 2984 37 .61 93 46 .72 .99 .51 .82 57 .85 64 .93 .73 5427 6575 5098 6271 4845 5840 4593 5561 4264 3480 1470 9236 .44 .72 .53 .84 .59 .96 66 100 72 .813 5723 6933 5411 6644 5162 4923 4685 3924 1550 52 .85 1 62 97 68 .75 .93 - 13 PERFORMANCE SHOWN IS FOR PBS FANS WITHOUT DUCTS BHP SHOWN DOES Nor INCLUDE BELT DRIVE tossrs ESGIL CORPORATION 9320 CIIESAI'EAKE DR.. SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: Ma.rt.kc8, 1,196 UAPPLICANT 92 DITI JURISDICTION: C' -(-y eP CrIbA 0 PLAN CHECKER 0 FILE COPY PLAN CHECK NO: 727 DS []DESIGNER PROJECT ADDRESS: PIo/flr /?,'rpor1' id, PROJECT NAME: L< 1,5 er Ce,i k- I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply 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 U 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 0 copy for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. fl 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: D Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: a+& Ca,'rnes Date contacted: 3J.7/p,, Telephone #_l r7 oFPfr-e REMARKS: BY: kur-/-Culi,er- 'r A.tn,i ENCL: ESGIL CORPORATION 3I?7 ESGIL CORPORATION 9320 CHESAPEAKE DR.. SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: Mai-c.k 7 I9.S(.o DAPPLICANT JURISDICTION JURISDICTION: (Ly /j/ PLAN CHECKER / 0 FILE COPY PLAN CHECK NO: OUPS []DESIGNER PROJECT ADDRESS: /pjj rporf Rd. PROJECT NAME: gaisuer Cri r 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 E 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. fl The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. • The applicant's Pc. kg.c& by &r4t copy of the 4p check list has been sent to: E Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: Scc1+ (c*.rvt Date contacted: Telephone #7S-57p REMARKS: PA4 c,mmervb ri ct,rr1ns ENCL:L.. -s.--tj ESGIL CORPORATION PLAN CHECK NO: fl a JURISDICTION: (ir/-cbac/ DATE32k/g6 Enclosures: PROJECT ADDRESS: ô?ejo Phjamar 4/rpc1-IQ2 TO: Hc.i- at,d 4-5.ccr_. Date plans received by jurisdiction Date plans received by plan checkerzIW6 Date initial plan check completed3/&I byk1Ax1 Cu4'er FORWARD: 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. The items circled below need clarification, modification or change. All circled items have to be satisfied before the plans will be in conformance with the cited codes and regulations. The approval of the plans does not permit the violation of any state, county or city law. A. PLANS Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been r turned to you by the jurisdiction, to: E:--Sqi t Crj. To facilitate rechecking, please identify, next to each circled item, the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans. / 5 ceq1Li.ce4. ct* 1- Vh.Vd-51Q4 (o4*r)f k M-). Se.c. Cf). O APPLICANT COPY O JURISDICTION COPY O PLAN CHECKER COPY o FILE COPY MR MEN In - Ut -I MR. INN"MR. Rim 41784 Non-fire-rated floor or roof sheathing and framing. 1-2x solid blocking or joists. Corridor wall membrane on adjoining roo,a side of corridor wall to extend up to 2-2x solid blocKing or joists. Ceiling membrane and ceiling joists as required for a one-hour fire-rated floor or roof system. Section 4203 of the Uniform Building Code does not apply. Corridor wall framing and membrane each side as required for one-hour fire-rated wall construction. Case 3 applicable to Type Ill-N & V-N construction Non-fire-rated floor or roof sheathing and framing. 1-2x solid blocking or joists. Optional non-fire-rated suspended ceiling. Suspension system is not regulated by Section 4203; hoaever, ceiling finish is regulated by Table 42-B of the Uniform Building Code. Susoension system and ceiling membrane as required for a one-nour fire-rated floor or roof system. Corridor wall framing and membrane each side as required for one-hour fire-rated wall construction. Case 4 Applicable to Type Ill-N & V-N construction 3 of 8 ESGIL CORPORATION 932() C11ES'E.1E I)IL. SUITE 208 S.N I)IEGO. C.\ 92123 (6 19) 60- 1468 DATE: , I []APPLICANT - jJURISDICTION JURISDICTION: c> IC []PLAN CHECKER ÜFILE COPY PLAN CHECK NO: - 2 CUPS DESIGNER PROJECT ADDRESS: ,4 PROJECT NAME: )<V .L. The plans transnited herewith have been corrected where necessary and subs tan Lally comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply With the jurisdic:ion's building codes ihen 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 11,7111 copy for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. fl The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact perscn. The applicant's cop'.' of the check list has been sent to: Esgil staff did not advise the applicant contact person that I.N plan check has been completed. 07 Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone It REMARKS: BY: ENCL: ESGIL CORPORATION TO City of CarIbab HCH & Associates 1200 ELM AVENUE DIAPPLICANT COPY 4877 Viewridqe Ave. CARLSBAD, CALIFORNIA 92008 0 ciTy COPY San Diego, CA 92123 0 PLAN CHECKER COPY ENCLOSURES: COMMERCIAL PLAN CORRECTION SHEET 1. 2. A. Plan Check Number 86-22 3. Site addressPalomar Airport Road 4. Owner Kaiser Development Company Building Code Applicable1976 L1979LFC, 1982 LC, 1984 NEC Occupant Load 506 Stories 3 Occupancy B-2 Use Offices C. Type of ConstructionV spr with sp. in Sprinklers:XX Yes No lieu of 1-hr. Allowable Floor Area 56,000 Actual 50,600 I. Basis for Area Increase 3-60' side yards Remarks Date Plans Submitted 1/14/86 Date Plans to Plan Checker 1/27/86 Date Initial Plan Check Completed 2/t/86 _By Denis Dunn Applicant Contact Person Scott Cairns Tel. 278-5750 FOREWORD:PLEASEREAD I. 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. 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. 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. Please submit two sets of corrected plans and show on this list where corrections were made i.e. sheet, detail, etc. Return any original plans and documents that were returned to you by the city. The above items may be returned to the City - Building Department or to Esgil Corporation at 9320 Chesapeake Dr., Suite 208, San Diego, CA 92123, telephone (619) 560-1468. GENERAL Provide the site address and a vicinity sketch on the Title Sheet. Provide the names, addresses and telephone numbers of the owner and the responsible design professionals on the Title Sheet. All sheets of the p15n9 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. 8 Indicate on the Title Sheet whether or not a grading permit is required for this project. 4'. 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. Provide a Building Code Data Legend on the Title Sheet. Include the fol- lowing 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 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 Tjensioned setbacks. 12. Provide a statement on the site plan stating: "All property lines, easements and buildings, both existing and proposed, are shown on this site plan". Clearly designate on the site plan existing buildings to remain, existing buildings to be demolished, buildings to be constructed under this permit and any proposed future buildings. 014- Show on the site plan all proposed walls, retaining walls and fences. Specify their heights on the plans. 05 Clearly dimension building setbacks from property lines, Street center- . lines, and from all adjacent buildings and structures on the Site plan. - i9 Show and dimension on the site plan 7 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 7 any required handicap access spaces. Show the location of any designated flood plains, open space easements, or other development restricted areas on the site plan. LOCATION ON PROPERTY When two or more buildings are on the same property, the buildings shall have an assumed property line between them for the purpose of determining the required wall and opening protection and roof cover requirements. per Section 504(c). An exception is provided if the combined area of the buildings is within the limits specified in Section 505 for a single building. If this exception is used, show how the building(s) will Comply with Section 505. 71. 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). 4. The exterior walls less than feet / to a property line or an assumed property line, shall be ______fire-rated Construction. Section _03(a) 7,I Exterior walls shall have a 30 inch / parapet when less than feet to a property line or an assumed property line. (see exception, Section 1709) The exterior wall shall have protected openings (3/4 hour) when closer than feet to a property line or an assumed property line. Section 03(b) 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) Eaves over required windows shall / be not less than 30 inches from side and rear property lines. Section 504(a) Combustible projections located where openings are required to be protected shall be heavy timber or one-hour construction. Section 1710 Projections may not extend more than 12 inches into areas where openings are not allowed. Section 1710 Projections over public property must comply with Chapter 45. Projections may not extend more than / one-third the distance from the exterior wall to the property line or one-third the distance from an assumed vertical plane located where fire-resistive protection of openings is first required, whichever is least restrictive. Section 504(b) Fire-resistive exterior wall construction I' shall be maintained through attic areas. Section 4304(c) When openings are required to be protected / due to location on property, the sum of openings shall not exceed 50 percent of the total area of the wall in each story. Section 504(b) A covered 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) Exterior stairways shall not project / into yards where protection of openings is required. Section 3306(n) 3/ 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 3311(d) Id Structural elements exposed in walls required to be fire-resistie construction due to location on property rust have the same fire-resistive rated protection as the wall, or as required for the structural frame for the type of construction, whichever is greater. Table 17-A footnote 1. and Section 1702 Openings for scuppers. mechanical ' equipment vents, foundation vents and similar openings are not permitted in walls located where openings are prohibited and would have to be protected where openings are required to be protected. Table 5-A BUILDING AREA 3I. Provide on the Title Sheet of the plans the code justification for exceeding the basic allowable area in Table 5-C. Section 506 When a building has more than one occupancy, the area shall be 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 As shown, the building(s) is/are over area for the Type of Construction shown. Table 5-C The total floor area of a multi-story building cannot exceed twice the basic area allowed by Table 5-C after increasing the basic area, per Section 506 No single story can exceed the basic area allowed by Table 5-C plus the increases allowed by Section 506. Unless considered a separate story, the floor area of a mezzanine shall be included in calculating the area of the story in which it is located. 4< 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 /411 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 It-N and Type V buildings. Section 505(e)l 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) Openings in area separation walls ( are limited to 25 percent of the length of the wall in each story. Section 505(e) 4.9<' 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 for a distance equal to the depth of the projecting elements. Openings in the one-hour walls must be protected with three-fourth-hour assem- blies. Section 505(e)2 All area separation walls must extend in a continuous straight vertical plane from the foundation to a point 30 inches above the roof, but may terminate at the underside of the roof sheathing if the roof/ceiling is two-hour construction. 51'. Two-hour area separation walls may ter- minate at the roof sheathing provided that: 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. 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. Openings in the roof shall not be located within 5 feet of the area separation wall. Section 505(3) 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 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. No openings in the lower roof are 7 permitted within 10 feet of the area separation wall if parapets are not provided. Section 505(e)5 57' Show the basis for the approved fire- resistive construction elements for the area separation wall, parapet, and ceiling assembly if used in lieu of parapet. i.e. Item number in Table 43-A, B, C or U.L. Directory, etc. (Note that trusses require two layers of 5/8 inch Type 'X', per Gypsum Fire Resistance Design Manual, Item FC 5406) See the attached article, "Area Separation Walls Revisited', and incorporate appropriate data and details on your plans. Provide complete details of the 57' area separation wall(s) to show compliance with Section 505(e)1-5. 54'. Provide a note on the plans stating: ' "Plumbing and conduit penetrations of the area separation wall shall be of copper or ferrous. No plastic pipe may penetrate the area separation wall". BUILDING HEIGHT/STORIES 51. 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. V. 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 tnat shown in Table 5-0. Show the code basis for the height/ number of stories as shown. 6/ One additional story would be permitted / beyond that shown in Table 5-0 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 64, Towers, spires and steeples shall / Comply with Section 507, exception 1. FIRE-RESISTIVE CONSTRUCTION Where 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 Provide details of the one-hour fire- resistive Construction. Include roof/ceiling assemblies, floor/coiling assemblies, wall assemblies, post and beam assemblies, etc. ,7'' 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 Detail how fire-resistive wall and ceiling protection will be maintained at all duct penetrations such as at batnroom and kitchen hood fans, laundry room fans and dryer vents. Also detail recessed light fixtures. Section 4303(b)6 Roof/ceiling and floor/ceiling assemblies must be of one-hour construction, detail fire assemblies on plans along with their ICBO number or other 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. Detail pre-fabricated fireplace flues within individual fire-resistive shafts and specify fire-stopping around fireplace box opening. Section 4304(e) X. Clearly identify location and hourly -' fire-resistive rating of vertical shafts on the plans. Provide construction details showing location of fire dampers and how fire resistivity will be maintained at floors and roofs. Section 1706 Note on the plans that elevator doors " must be constructed and installed in the same manner as a - hour fire assembly, even though elevator doors are not identified with fire labels. Detail column fire protection per Table 43-A in the UBC and specify column impact protection in garage areas per SEction 4303(b)5. As a minimum, show a 22 ga. steel jacket around each column to a height of 3 feet above the ground for impact protection. Structural members such as beams supporting 7 more than one floor or roof must be individually fire protected. (Section 4303(b)6) Detail required protection. Clearly specify minimum thickness ' of walls and slabs to provide hour fire-resistive rating per Table 43-B and C. Clearly specify minimum cover for bonded reinforcing at fire-rated floors, fire-rated columns, fire- rated beams. Clearly specify minimum cover for prestressed concrete tendons per Section 4303(c)3. )(. Detail all plumbing and electrical ' penetration at occupancy, area, corridor or other fire separation walls as specified in Section 4304(e). Detail all furred ceilings as required in Section 4203. Show fire-retardant treated wood where necessary. ,J34' Clearly label and identify on the plans the fire-resistive corridors, area separation walls, shafts, occupancy separation walls and floors, exit Courts less than 10 feet wide and exit enclosures, along with their hourly ratings. Section 302(c) INTERIOR WALt. AND CEILING FINISH Foam plastics shall not be used as interior finish except as provided in section 1712. When walls and ceiling are required to be fire-resistive or non-combustible, the finish material shall be applied directly against the fire-resistive construction or to furring strips not exceeding 1-3/4 inches. The furred space shall be filled with inorganic or Class I material or fire stopped and not to exceed 8 feet in any direction. When finish materials are set Out or / dropped more than 1-3/4 inches from fire-rated walls or ceilings the finish material shall be Class I or sprinklered on both sides or attached to non-combustible backing or furring strips. p4'. Hangers and assembly members of dropped 7 ceilings below a one-hour ceiling assembly shall be non-combustible materials except in Types III and V construction. Where fire-retardant treated wood may be used. All interior wall or ceiling finishes less than 1/4 inch thick shall be applied directly against a non-combustible backing unless it is in accordance with an approved tested assembly. Provide a note on the plans with the finish schedule that, "Wall and ceiling materials shall not exceed the flame spread class- ifications in LJBC Table 42-S." OCCUPANCY SEPARATION a4 A -hour occupancy separation is required between______________________ occupancy and the occupancy. Table 5-B, Section 503(d), Tables 43-A, B, C and Chapter 43 Administrative and clerical offices and similar rooms need not be separated for other occupancies provided they are less than 750 sq.ft., less than 25 percent of the floor area of the major use and not related to an H-1 or ((-2 Occupancy. Section 503(d) 4. Structural members supporting an 7 occupancy separation must have the same fire-resistive rating as the separation. Table 5-B, Section 503(d), Tables 43-A. B, C and Chapter 43 9I. No openings are allowed in a four- hour fire-resistive occupancy separation wall. Section 503(c) 9 Openings in a three-hour fire- resistive separation shall be protected by a three-hour assembly, and openings may not exceed 25 percent of the length of wall in the story and no single opening shall exceed 120 sq.ft. Section 503(d), Tables 43-A, B, C and Chapter 43 A two-hour fire-resistive separation / shall be not less than two-hour fire- resistive Construction. Openings shall be protected by a one and one- half-hour assembly. Section 503(c), Tables 43- A, B, C and Chapter 43 38. A one-hour fire-resistive separation / shall be not less than one-hour fire-resistive construction. Openings shall be protected by a one-hour assembly. Section 503(c), Tables 43- A, B, C and Chapter 43 Occupancy separation wall penetrations / must be either ferrous or copper and fire-stopped. Steel electrical outlet boxes, not exceeding 16 square inches per 100 square feet of wall, may be installed and shall be separated by a horizontal distance of 24 inches when on opposite sides of a wall. Section 4304(e) lOfi'. Fire-resistive floors used for 7 occupancy separation shall have openings for mechanical and elec-trical equipment enclosed in shafts per Section 1706. 171. Clarify that wiring within concealed spaces complies with Section 4305(e). i,o4. Ducts penetrating one or two-hour occupancy separation walls must have fire dampers. A fire door is required for three-hour separations. Section 4306(J) Provide _-hour fire-resistive door f assemblies in the _hour occupancy separation. Section 503(c) The required three-hour rated occupancy separation between 3-2 and 8-1 occupancies may be reduced to a two-hour rating when the B-I is limited to the storage of passenger vehicles, and the provisions of Section 702 are not applicable. Table 5-B The two-hour occupancy separation may be further reduced to one-hour, if the aggregate area of 3-1 occupancy within the building does not exceed 3.000 sq.ft. Section 503(d) A 8-1 occupancy in the basement or f first story of a building housing a group B, Division 2 occupancy may be classed as a separate building. The building above may also be considered a separate and distinct building for the purpose of area limitation, lim- itation of number of stories and type of Construction ONLY if the following conditions are met: B-i is Type I construction 5-1/3-2 is separated by a three-hour occupancy separation C. B-i is restricted to passenger vehicle storage, laundry rooms and mechanical equipment rooms (No storage, recreation room, etc.) d. The maximum building height does not exceed the limits in Table 5-D for the least type of construction The Type I Construction is required / to have protected exterior wall openings when located within 20 feet from a property line. Section 1803(b) All openings in floors forming a three-hour separation shall be protected by vertical enclosures above and below the opening. The walls of such enclosures shall be not less than two-hour fire-resistive Construction, and openings therein shall be protected by a one and one- half-hour assembly. Section 503(c), Tables 43-A, B, Cand Chapter 43 ptt'. 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 aoor to the usable space shall be self-closing, of non-combustible construction or solid wood core, not less than 1-3/4 inches in thickness. Section 1703 Show the basis for the rating of the occupancy separation you propose, i.e., Item number in Table 43-A, 3, C; Gypsum Fire-Resistive Design Manual; U_I.., etc. EXITS l9. In all occupancies, floors above the first story having 10 or more occu- pants, shall have not less than two exits. Section 3303(a) Exits should have a minimum separation of one-half the maximum overall diagonal dimension of the building or area served. Section 3303(c) Xl,ø '. The maximum number of required exits / and their required separation must be maintained until egress is provided from the structure. Section 3303(a) loft'. Where a required exit enters a yard, / the yard must lead to a public way. Section 3301 Where required exits enter an exit 7 Court (s.ee definition, Section 404 and 3301), the exit court must discharge into a public way or exit passageway. The exits from the exit court shall comply with Section 3311 requirements for width, number, and protection of walls and openings. Basements require two exits. Section 3303(a) Total width of exits in feet shall be not less than total occupant load served divided by 50. Tributary occupant load from basements and stories above shall be per Section 3303(b) and the maximum width required for any story shall be maintained. 94. 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) )4. 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) Exit doors should swing in the direction of egress when serving occupant load of 50 or mo. Seption 3303(d) See doors-'4 J £-- J / 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). Exit doors should be a minimum size of 3 feet by 6 feet 8 inches with a minimum door swing of 90 degrees. Maximum leaf width is 4 feet. Section 3304(e) 1/'f' The net dimension (clear width) at door- ways 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_ Regardless of occupant load, a floor or landing not more than 1/2 inch below the threshold is required on each side of an exit door. Section 3304(h) Doors should not project more than 7 inches into the required corridor cpc 0 width when fully opened, nor more than one-half of the required corridor width when in any position. Section 3305(d) 1 7. Revolving, sliding and overhead doors / are not permitted as exit doors. Section 3304(g) 1,31<' 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 stair- way. Section 3306(g) i4. Minimum exit court width is 44 inches. / Section 3311(b) i4. Change in width in an exit court ' shall be effected gradually by a guardrail at least 36 inches high and making an angle of not more than 30 degrees with the axis of the Court. Section 3311(b) 1)4'. Walls of exit passageways shall be f without openings except exits and shall have walls, floors and ceilings of the same fire-resistance required for the building, with a minimum one-hour fire-resistive construction. Exit openings in the walls shall be protected by a three-fourths-hour assembly. Section 3312(a) 15. 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 stair- ways. Minimum size landings and landing Clearances must be provided. Section 3307 Stairway width must be at least 44 7 inches when serving more than SO 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. l,38 Stairway handrails should not pro- ject more than 3-1/2 inches into the required width. Trim may not project more than 1-1/2 inches. Section 3306(b) Enclosed usable space under interior or exterior stairways should be protected on the enclosed side as required for one-hour fire-resistive construction. 2 x 8 16" O.C. nailers. Section 3306(m) (n) Landings should not be reduced in width more than 7 inches by a door when fully open. Where doors open over landings, the landing shall have a length of not less than 5 feet. Section 3306(g) and Section 3304(h) Stairways from upper levels which extend below the level from which eqress from the building is provided, shall have an approved barrier to preclude exiting into such lower levels. Section 3306(h) & 3309(e) Vertical distances between stairway 7 landings are limited to 12 feet. Section 3306(1) All interior stairways and ramps shall be enclosed. An enclosure is not required if serving Only one adjacent floor and not con- nected to stairs or corridors serving other floors. Section 3309(a) 134' Stairway riser must be 4 inches / minimum and 7-1/2 inches maximum and minimum run shall be 10 inches except in winding, circular or spiral stairways. Section 3306(c) yr'5. Winding and spiral stairways are Handrails are required on each side permitted only in residential of stairways. Stairways required to occupancies. Section 3306(d) be more than 89 inches wide shall have (i36.) Stairways should be enclosed as specified intermediate handrails. Stairways not oer 44 inches wide may have one -'' in Section 3309: handra v il if not open on both sides. Two-hour fire-resistive wails Private stairways (1 tenant). 30 inches are required in buildings of Type I or less in height, may have one hand- and It-F.R. Construction, and in rail. Handrails shall be 30 inches all buildings over four stories, to 34 inches above nosing of treads for and one-hour elsewhere. and be continuous and, except least private stairways, at one rail Only exit doors are allowed shall extend 6 inches beyond top and to open into exit enclosures, bottom risers. Handrail ends shall 60 Doors should be labeled one an , be returned or shall terminate in a terminal. .i-" one-half-hours or one-hour , newel post or safety fire assemblies. Section 3306(j) Exit enclosures should include /7 ' ,54'. The handgrip portion of all handrails a corridor on the ground floor C shall be not loss than 1-1/4 inches extending to the exterior. nor more than 2 inches in cross-sectional Fire-resistive construction dimension. Handrails projecting from should be as required for the walls shall have at least 1-1/2 inches exit enclosure, including between the wall and the handrail. protected openings. Only Section 3306(j) exit doors are permitted to open into the corridor. Every stairway landing shall have a An approved barrier is required dimension, measured in the direction least the at the ground floor to prevent of travel, at equal to people from accidentally con- required stairway width. Section 3306(g) tinuing to the lower level. Openings in the exterior wall below or Usable space is not allowed within 10 feet horizontally of an exterior under the stairs, exit stairway in buildings over two stories shall be protected by a self-closing assembly Occupied floors more than 75 feet having a three-fourths-hour rating, unless above the highest grade should have two separate exterior stairways serve an all exits frcm the building in exterior exit balcony. Section 3306(1) smoke-proof enclosures. Section 3310(b) 138< In buildings four or more stories, CORRIDORS / one stairway must extend to the 'V111 Corridors, and exterior exit balconies, roof. Section 3306(o). It must 7 serving 10 or more occupants must be a be in a smoke-proof enclosure in minimum 44 inches wide and 7 feet high buildings over 75 feet in height, to the lowest projection. Section 3305(b) A first story as allowed by Section 702 shall be included in determining )AI'. When a corridor or exterior exit balcony the number of stories when deter- is accessible to the handicapped, changes mining if a stairway to the roof in elevation shall be made by means of is required. Section 3306(o) a ramp. Section 3305(f) Corridors serving 30 or more occuPants shall have 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 cor- ridor. Exterior sides of exterior exit balconies. Section 3305(g) One-hour fire-rated corridors shall have door openings protected by tight-fitting ° smoke and draft control assemblies rated 20 minutes, except openings in interior 6 walls of exterior exit balconies. Doors / 0 shall be maintained self-closing or be automatic-closing by action of a smoke detector per Section 4306(b), doors shall be gasketed to provide a smoke and draft seal where the door meets the stop on sides and top. Section 3305(h) Total area of all openings, except doors, in any portion of an interior corridor, shall not exceed 25 percent of the area of the corridor wall of the room which it is separating from the corridor. Such openings shall be pro- tected by fixed, approved 1/4 inch thick wired glass installed in steel frames. Section 3305(h) Duct penetrations of fire-rated corridor / walls and ceilings shall have fire dampers per Section 4306(j). 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 1700F. Section 3305(h) Provide a complete architectural section L02J )05-of the corridor, and exterior exit balcony, showing all fire-resistive materials and 7cl 9?lcj details of construction for all floors, 7C walls, roof and all penetrations. Section 3305(g) Ceilings of combustible materials cannot be suspended below the one-hour corridor ceiling. Section 3305(g) Corridor walls may terminate at the ceiling only if the ceiling is an element of a one- hour fire-resistive floor or roof system. Section 3305(g) 154". See attached details for approved / methods of providing one-hour corridor construction. 1;4< When two exits are required, dead end corridors and exit balconies are limited t o 20 feet. Section 3305(e) xterior exit balconies cannot be ocated in areas where protected openings are required. Section 3305(i) EXIT SIGNS do Exit signs are required for exits ,z "'5f serving an occupant load exceeding 50. Show all required exit sign locations. Section 3314(a) 157 Show that exits are lighted with at T least one foot candle at floor level. Section 3313(a) 1500 Show that the power supply for exit f illumination and exit signs is provided by two separate circuits. (Occupant load exceeds 50 in I occupancies, 100 in H occupancies and 300 in all others). Section 3313(b)l i5 Show separate sources of power for ' exit illumination and exit signs. (Occupant load exceeds 999 in A-1, 500 in A-2/2.1, 150 in churches, 100 in I's, 500 in 5-2 occupancies). Section 3313(b)2 160<' The exit sign locations as shown are not adequate. ELEVATORS j 7i,71 ..-oizid-e--notes-a nd-aetas.o.'show- the elevator will comply with Sections 5101 through 5105. GLASS AND GLAZING Specify on the window schedule the glass type and thickness to show compliance with Table 54-A and S. Glass in doors or within 12 inches of doors is required to be safety glazing. Section 5406(d) Glass in excess of 9 sq.ft. with the lowest edge less than 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. ROOF A fire-retardant roof covering is required. See exceptions under Section 3202(b) fr6 Specify roof pitch. Roof pitch is not adequate for roof covering specified. Specify minimum pitch of Specify roof material and application. (09 Specify ICBO, UL or other recognized listing approval number for roof mater- ials not covered in hOC. Specify roof slope for drainage or design to support accumulated water. Section 3207(a) Show roof drains and overflows. Size drains per Appendix 0 of UPC. Section 3207(a) Show the legal basis to allow roof drainage to flow on to the adjacent property. ij Draft stop roof/ceiling area, attics, f mansards, overhangs, false fronts and similar to limit area to 3,000 sq. ft. or 60 LF (9,000 sq.ft. and 100 LI', if sprinklered). Section 2516(f) 8-2 and 8-4 occupancies with over 50,000 sq. ft. of undivided area and H occupancies over 15,000 sq.ft. of single floor area shall have smoke and heat vents per Section 3206. 37( Provide skylight details to show com- pliance with Section 3401 and 5207 or provide ICBO or other recognized approval listing. Provide plastic roof panel details to show compliance with Section 5206 or provide ICBO or other recognized approval listing. Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attic area if a least 50 percent of the required vent is at least 3 feet above cave or cornice vents. Section 3205(c) id Provide a minimum 22' x 30" (or 30" x 30" f if equipment is in attic) attic access opening. Section 3205(c) FIRE EXTINGUISHING l,4'. Fire sprinklers are required on any story / or basement when the floor area exceeds 1,500 sq.ft. and there is not provided at least 20 sq.ft. of opening entirely above the adjoining ground in each 50 lineal feet or fraction thereof of exterior wall on at least one side, or when openings are provided on only one side and the opposite side is more than 75 feet away. Section 3802(b) 18p?. Fire sprinklers are required in a basement / if any portion of a basement is more than 75 feet from openings in an exterior wall. Section 3802(b) lfri". Fire sprinklers are required at the top 7 of rubbish and linen chutes and in their terminal rooms. Chutes extending through three or-more floors shall have additional sprinkler heads installed within such chutes at alternate floors. Sprinkler heads shall be accessible for servicing. Section 3802(b) 132'. Fire sprinklers are required in retail sales rooms where the floor area exceeds 12.000 sq.ft. on any floor or 24,000 sq.ft. on all floors. Section 3802 181. Provide fire sorinklers__________________ Section 506, 507, 508 or 3802. See also Jurisdiction Ordinance. L84. When// servi-ng more than 100 sprinkler heads, automatic sprinkler systems shall be super- vised 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. 18-5-:' Provide class standpipes per Section 3807. A first story as allowed by Section 702 shall be included an determining the number of stories when determining if standpipes are required. Section 3806 TITLE 24 HANDICAPPED ACCESS AND ENERGY CONSERVATION 6 086- Provide notes and details on the plans to show compliance with the enclosoed Handicapped Access and Energy Conser- vation check lists. Dimension foundations per Table 29-A. IXLVMR MCWF I I MJPOT10 I •Y 15 n.ciccuo. LL J I WTW 0 I pooi I TIN€S I OF POO.o I F em.ow I I I OJO I I srncI I I co,.cys I *sov I I I I i 6j 6I!2I6. 121 I I I I 13 I 7 1101 iolii I' Show foundation sills to be pressure ' treated, or equal. Section 2516(c)3 213?. Show foundation bolt size and spacing. / Section 2907(e). Specify size, ICBO number and manufac- turer of power driven pins. Show edge and end distance and spacing. Section 306(f) Show size, embedment and location of hold down anchors on foundation plan. Section 2303(b)4 Note on the plan that hold down anchors must be tied in place prior to founda- tion inspection. Show adequate footings under all bearing walls and shear walls. Section 2907(d) 29,6 Show stepped footings for slopes steeper ,'• than 1:10. Section 2907(c) Show minimum 18 inch clearance from grade to bottom of floor joists and minimum 12 inch clearance to bottom of girders. Section 2516(c)2 298 Show pier size, spacing and depth into undisturbed soil. Table 29-A 201. Show minimum under floor access of 18 inches - by 24 inches. Section 2516(c)2 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 2114 Specify that posts embedded in concrete ' shall be pressure treated per USC Standard No. 25-12. Section 2516(c)l FOUNDATION Provide a copy of the project soil report prepared by a California licensed Civil Engineer. The report shall include foundation design recommend4tions 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 soil expansion index and the design bearing capacity of the foundation. 189 Provide a letter from the soils engineer confirming that the foundation plan, grading plan and Specifications have been reviewed and that it has oeen determined that the recommen- dations in the soil report are properly incorpor- ated into the plans.(When required by the soil report) The foundation plan does not comply with the following soil report recommendation (s) for this project:__________________________ Provide notes on the foundation plan listing the soils report recommendations for foundation slab and building pad preparation. 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". 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 1)1. Show height of all foundation walls. Chapter 23 17 Show height of retained earth on all / foundation walls. Chapter 23 Show distance from foundation to edge of cut or fill slopes and show Slope and heights of cuts and fills. Chapter 29 l,'1 Note on the plans that wood shall be 6 inches above finish grade. Section 2516(c)7 Note on plans that surface water will drain away from building and show drain- age pattern and key elevations. Section 2905(f) CITY OF CARLSBAD PLAN CHECK NO. 86-22 FEBRUARY 3, 1986 ADDITIONAL CORRECTIONS Detail the 1-hour enclosure construction in A/Al2 at the 2nd floor segment. In sections 1,2, and 3/A14, extend the flooring or otherwise detail a horizontal extension so that a shaft is not formed at the exterior wall locations. Specify that the elevator roll down door is to be provided with gaskets and shall be activated with a smoke detector in accordance with Section 3305(h). Note or attach to the plans the requirements for roof mounted equipment (See attached City Policy- number 80-6). Specify floor beams between grids D.5 and E, and at grid line F, and at grid C at 3rd floor. Specify weld in 20/S8. LIT t'PmDTr'7T Verify size of pull section buss bar with SDG&E. ENERGY Provide complete energy calculations for equip- ment being installed. Form 5 for lighting shown in restrooms corridors and lobby, forms 4&6 for mechanical equipment on Sheet M-6 and Form 3s for roof & wall assemblies. MECHANICAL Provide fire dampers at all fire rated shaft penetrations. (Sheet M-2). PLUMBING Provide trap primers on restroom floor drains. Section 707 of UPC. The City of Carlsbad will not accept hose bibbs for trap priming. City of Carlsbad Plan Check No. 86-22 February 3, 1986 222. See City policy on overflow roof drainage, and show compliance. See attached. If you have any questions, please contact Denis Dunn of Esgil Corporation at (619)560-1468. Thank you. TITLE 24: DISABLED ACCESS REGULATIONS L-RESIDENTIAL CHECK LISTJ 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 in level exceeding ½ inch, and shalt be a minimum of 48 inches in width. 2/ Surfaces with a slope of less than 6 percent gradient I shall be at least as slip-resistant as that described as 1a medium salted finish. 3( Surfaces svith .i slope of 6 percent gradient or greater /. shall be slip-resistant. ,4'.,Surface cross slopes shall not exceed ¼ inch per foot. 5 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 ½ inch in the direction of traffic flow. 6./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. 7'. Abrupt changes in level along any accessible route shall not exceed ½ 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 ¼ inch may be vertical. When changes in levels greater than Vs inch are necessary they shall comply with the requirements for curb ramps. 8; 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. 9.' All walks with continuous gradients shall have level areas at least 5 feet in length at intervals of at least every 400 feet. HiZARDS (SEC. 2-3326) ,_.1 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 ot sidewalk; the walk is 5 percent or less gradient or no adjacent hazard exists. ,2 Overhanging Obstructions: Any obstructions that overhangs a pedestrian's way shall be a minimum of 80 inches above the walking surface as measured from the bottom of the obstruction. C. _E RKING (SEC. 2.7102) 1 1 he following table establishes the number of handi- capped parking spaces required: Total Number of Number of Handicapped Parking Parking Spaces Spaces Required 1- 40 .......I 41. 80 .......2 81.120 .......3 121-160 .......4 --l6l.300 .......5 301-400 .......6 401.500 .......7 over 500 . . . . . . . I for each 200 additional spaces provided When less than 5 parking spaces are provided, one shall be 14 feet wsilc and lined to provide a 9 foot parking area and a 5 toot loading and unloading area. t'hsically handicapped parking spaces shall be lu. cated as near as practical to a primary entrance. If onl one space is pros idt d, it shall be 14 lcct wide and lined to provide .i 9 liiiii parking area and a 5 foot loading and unloailing area. When more than oise space is pros ided in lieu of providing a 14 foot wide space for each parking space, two spaces can be provided within a 23 root wide area lined to provide a 9 foot parking area on each side of a 5 foot loading and unloading area in the center. The min- imum length of each parking space shall be 18 feet. In each parking area, a bumper or curb shall be pro. / vided and located to prevent encroachment of cars over the required width of walkwa'ys. Also, the space shall be Si) located that s handicapped person is not compelled to whccl 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. EXCEP-rioNs: 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 ¼ 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 shall be provided as required by Section 2-7102(e) in the following locations: On the pavement within each required park- ing space At the entrance to the parking facility. IL D. SANITARY FACILITIES (SEC. 2-511) Y 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 arc 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. A 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 60 inches in the direction of the door swing as measured at right angles to the plane of the jour in its closed position, and 44 inches where :he door swings away from the level and clear area. )( Multiple accommodation toilet facilities shall have ' tle following: A dear 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 in 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. A water closet fixture located in a compartment ,into provide a 28 inch wide clear space from a 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 in front of the water closet if the compartment has an end opening door (facing 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. p' A 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 inches when located at the side with the door positioned at an angle of 90 degrees from its closed position. Except for door opening widths and door swings, 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 its front of a water 'closet compartment shall be not less that 48 inches as measured at right angles to com- partment door in its closed position. Single accoiodation toilet facilities shall have the following: There shall be sufficient space in the toilet room for a wheelchair meas- uring 30 inches side by 48 inches tong to enter the coos and permit the door to close. The aster closet shell be located in a space which provides a ZS inch wide clear space from a fix- ture or a 32 inch aide clear space from a wall at one side or the water closet and 68 inches of clear space in front of the water closet. 6/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 af the water closet. /1. Grab bars loatcd on each side, or one side of the back of the physically handicapped toilet stall or compartment shill be securely attached 33 inches above and parallel to the floor. Grab 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 bars at the back shall be not less than 36 inches long. The diameter or width of the gripping surfaces of a grab bar shall be l'4 inch to l4 inch or the shape shall provide an equivalent gripping surface. If grab bars are mounted adjacent to a wall, the space be. / twccn the wall and the grab bars shall be 1 Vs inches. j. 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 40 clear floor space 30 inches by 48 inches in front of / the urinal to allow forward approach. 10. k0here facilities for bathing are provided for the public, clients or employees, including showers, bathtubs or lockers, at least one such facility shall comply with the handi- cap access standards in Section 2511(a)9. 1/4 inch thick identification symbols shall be provided on doors to sanitary facilities. A 12 inch triangle for men and 12 inch dia- meter circle for women is required. E. "TER (SEC. 5-1502) ; The height of accessible water closets shall be a min imum of 17 inches and a maximum of 19 inches 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 so they are operable without requiring excessive body movement. ()URINALS (SEC. 5-1503) Where urinals are provided at least one elongated rim at a maximum of 17 inches above the floor is - required. lush controls shall be hand operated, and shall be mounted no more than 44 inches above the floor. fD LAVATORIES (SEC. 5-1504) (1) Lavatories shall be mounted with a clearance of at least 29 inches from the floor to the bottom of the aproWith knee clearance under the front lip ex- tending 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. f2,i Hot water and drain pipes under lavatories shall be insulated or otherwise covered. There shall be no r• sharp or abrasive surfaces under lavatories. 3..'Faucet controls and operating mechanisms shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist. The force r-quired to activate controls shall be no greater than 5 lb Lcver-oprted, push-type and electronically controlled mechanisms are examples of acceptable designs. Self-closing valves arc allowed if the faucet remauls open for at least 10 seconds. PAGE 2 JRu NKlNc FOUNTAINS (SEC. 5-1507, 2-511) The drinking fountain shall be a minimum of 18 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. 2. he 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. ,.3(Whcre water fountains arc provided, they shall be loatrd completely within alcoes, or otherwise positioned so as not to encroach into pedestrian ways I. DOORS Sc HARDWARE (SEC. 2-3301, 3 3 0 4 ) I/All primary entrances to buildings shall be made / accessible to the handicapped. 2,/Hand activated door opening hardware shall be / centered between 30 inches and 44 inches above the floor. Latching and locking doors that are hand acti- vated and which arc in a path of travel, shall be oper- able with a single effort by lever type hardware, by panic bars, push-pull activating bars, or other 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 I4 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 height. When installed its exit doorways, exit doors shall be capable of opening at least 90 degrees and shall be so mounted that the /lear width of the cxi tway 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. merit. Revolving doors shall not be used as a required entrance for the physically handicapped. 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 fire 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 hazardous condition. Where tiarrow 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. ,4. Thresholds shall not exceed Vi inch in height. Where turnstiles are used a door or gate that is accessible to the handicapped shall be provided within 30 fret, )('there shell be a level clear area on each side of an cut or passage door. Provide 60 inches clear in the direction of the door swing and 44 inches on the side opposite the door swing direction. Measurements are to be at right angles to the closed door. 102385 PACE 3 The width of the required level area on the side into which the door swings shall extend 24 inches post the strike edge for exterior doors and 18 inches past the strike edge for interior doors. The space between two consecutive door openings in a vestibule serving other than a required exit stairway shall provide a minimum of 48 inches of clear space from any door opening into the vestibule when the door is open 900, Doors into a vestibule shall swing in the same direc- tion or they both shall swing away from the vestibule. - .3)' CORRIDORS AND EXIT BALCONIES (SEC. 2-3305 Corridors that exceed 200 feet in length shall: Have a miniawsi, clear width of 60 inches; Have at a central location, a 60 inch a 60 inch minimum wheelchair turning/passing space; or Have at a central location, an intervening cross corridor (minimum 44'); or Have at a central location, an openable door which provides complying access to an area adjacent to the corridor. STAIRWAYS (SEC. 2-3306) Handrails shall extend a minimum of 12 inches ' beyond the top nosing and 12 inches plus the tread width beyond the bottom nosing. The handgrip portion of handrails shall be not less than 1-1/4 inches nor more than 2 inches in cross-sectional dimension or the Shape shall provide an equivalent gripping surface and shall have a smooth surface with no sharo corners. The upper approach and the lower tread of each interior stair and every tread of exterior stairs shall be marked by a strip of clearly con- trasting color, at least 2 inches wide, placed parallel to, and not more than 1 inch from the nose of the step or landing to alert the visually impaired. (Applies to stairs with 2 or mire risers) Open stairways are not permitted. Risers shall be sufficiently solid to prevent the passage of objects larger than 1/4 inch. 5 Tread surfaces shall be slip-resistant and shall have smooth, rounded or chamfered exposed edges. The lower front edge shall be beveled or rounded. Nosing shall not project more than 1-1/2 inch past the face of the riser below. LI' RAMPS (SEC. 2-3307) 1.'The slope of a ramp shall not exceed 1 in 12. '2/ The top landings on a ramp must be at least 60 inches in depth. ,3. If a door swings Onto a top landing the landing depth shall be not less than 42 inches plus the width of the , door. The top landing shall have a width not less than its ,depth. The top landing shall extend not less than 24 inches beyond the strike side of the door at exterior ramps / and 18 inches at interior ramps. .6. The bottom landing shall be not less than 72 inches / deep. ,7. Intermediate landings shall be provided at turns and .whenever the change in level exceeds 30 inches. 8( Intermediate landings on straight ramps shall have a ' depth of not less than 5-0". Intermediate landings on ramps that turn greater than 30 degrees shall be / not less than 6 feet in depth. 9, Ramps shall be not less than 4 feet wide. 0. Ramps serving a primary entrance for an occupant load of 300 or more shall be not less than 5 feet wide. I Y Handrails shall be placed on each side of each ramp ' and shall extend 12 inches beyond the top and / bottom of the ramp. 12. Surfaces of ramps shall be slip resistant. (5)ELEVATORS (SEC. 2-103) 1.( At least one elevator shall have a ainiiw.in in- aide car platform of 6 feet 6 Inches wide by 4 Feet 3 inches deep with a minimum clear opening width of 42 inches in buildings more than three stories in height and in all buildings where elevators are required. Passenger elevators in buildings other than those required in No. 1 above and serving an occupant load of more than 50 shall have a minimum inside car platform of 5 feet 8 inches wide by 4 Feet 3 inches deep. Doors shall be 3 feet clear aide slide-type. Passenger elevators in buildings other than those required in No. 1 above and serving an occupant load of less than 50 shall have a minimum inside car platform of 4 feet 6 inches wide by 4 feet 6 inches deep. The door opening shall be at least 2 feet 8 inches clear width. All passenger elevators shall have handrail lo- cated 2 feet 6 inches to 2 feet 10 inches above the car platform. J#' Elevator car operation buttons need to be with- in reach of wheelchair users and of a type that blind or partially sighted persona can identify as required by Section 2-5103(m) ,4 wheelchair lifts shall comply with Sec-2-5106 REFUGE AREAS (SEC. 2-3303 )(FIRE MARSHAL REGULATED / CUPANCIES) ,'I. Every multi-story building where access is pro- vided for the physically handicapped shall have designated (signed) rooms or areas on each floor to provide safe refuge for the handicapped. Refuge areas are not required on stories opening to grade or with ramps to grade or in stories used only as service basements or only for park- ing. TELEPHONES (SEC. 2-511) General. If public telephones are provided, they shall comply with Section 2-511(d) ELECTRICAL 1/ Electrical receptacles (15, 20 and 30 amps) shall 11 be at least 12 inches above the floor. Section 3-210-50(e) 31 Switches and controls for lights, appliances, cooling, heating and ventilating equipment shell be not less than 3 feet nor more than 4 feet / above the floor. Section 3-380-8 (c 3. Fire alarm initiating devices shall be 48 inches above the floor, ground or sidewalk. Section 3-760-8.1 0. SPECIFIC OCCUPANCY REQUIREMENTS Chapters 2-6 through 2-14 have specific occupancy requirements for access in addition to the general requirements listed above. Provide notes and de- tails to comply with_____________________________ 102385 Date t_,i/'i/4 Jurisdiction Prepared by D Bldg. Dept. p 01/w7j,1 VALUATION AND PLAN C1-ECK FEE Esgil PLAN CHECK NO. BUILDING ADDRESS APPLICANT/CONTACT Ci-,,< PHONE NO.77''— 55 BUILDING OCCUPANCY — DESIGNER PHONE TYPE OF CONSTRUCTION Z S gc2 --'/ CONTRACTOR PHONE— '•;, BUILDING PORTION PORTION BUILDING AREA VALUATION MULTIPLIER VALUE 4-4. — 1/) J _* 45 ) Air ConditioninE Commercial @ 2 — ,IL1.490 Residential Res. or Comm. Sprinklers 1 -Fire 6 C> Q Total Value / 24t3 '8C2. Fee Adjusted To Reflect o Energy Regulations (Fee x 1.1) []Handicapped Regulations (Fee x 1.065) Building Permit Fee $ 2.. 9.5. '-• Plan Check Fee $ c7 9a COMMENTS: 8/4/82 - LU rt.'tM PLAN CHECK NUMBER 'ADDRESS 0 A T E XA&I PLANNING: TYPE OF STRUCTURE)lJ) .t l_lAf<J. SCHOOL FEES: SAN DIEGUITO.____________________ - CARLSBAD____________________ COVERAGE e -' BUILDING HEIGHT_________________________ FENCES/WALLS____________________________ TWO CAR GARAGE____________________________ ENC INITAS SAN MARCOS______________________ REQUIRED SETBACKS______________ FRONT S. SIDE REAR .1 IL [:J REDEVELOPMENT APPROVAL REQUIRED:_______________________________________________ I-LU C..) LU ANDSCAPE PLAN COMMENTS: cLU ENVIC?iENTAE. REQUIRED: ADDITIONAL COMNENTS: &L . u+D %Lj,JA OK TO ISSUE:_f DATE: A Wq& OK TO FINAL: DATE: **-.*_ •.-*********w•, ******* ************w* ENGINEE!IING k,- LEGAL DESCRIPTION VERIFIED?4— A.P.N. CHECKED? P.F.F. aOAAV& PARK IN LIEU A) AA R .0. W: IMPROVEMENTS: ai,J1_i-L - frt (9 \0 603r- ___________________________________ .U: 29./f_£003 SEWER: LATERAL: DRIVEWAY: '&v Lu L..IU l:=Lzlui ui 't2 DRAINAGE: I NAGE: 5iL fJ ,rLi OK TO ISSUE: DATE: * ENGINEERING INSPECTION REQUIRED:_________________________________________________ PUBLIC WORKS INSPECTOR: FINAL OK: DATE: * IF THIS ITEM IS NOT CHECKED, BUILDING DEPARTMENT WILL MAKE ALL INSPECTIONS (DRIVEWAYS, CURB CUT, DRAINAGE, ETC.) (I 0- -0 I-LU OW HAND DELIVERED April 3, 1986 I(AIHER DEVELOPMENT COMPA NY INDUSTRIAL/COMMERCIAL SOUTHWEST April 3, 1986 Mr. Dave Hauser Engineering Department City of Carlsbad 1200 Elm Avenue Carlsbad, CA 92008 RErT Center aiad, 'boundary adjustment Dear Dave: Thank you for the opportunity to meet with you yeste r d a y t o d i s c u s s t h e b o u n d a r y adjustment and grading plan for the Kaiser Center Ca r l s b a d p r o j e c t . To recap our discussion, Kaiser Development Company, a f t e r r e c o r d i n g t h e b o u n d a r y adjustment map, will be transferring parcel "A" to a j o i n t v e n t u r e e n t i t y n a m e d "Kaiser Center Carlsbad Business Park Associates", a n d K a i s e r i n t e n d s t o g r a n t and transfer any easement rights to parcel "A" from pa r c e l " B " . Kaiser Development Company understands and agrees th a t a b u i l d i n g p e r m i t f o r construction of a three story office building on parce l " A " w i l l n o t b e i s s u e d until Kaiser presents evidence to the engineering depa r t m e n t t h a t t h e a c c e s s easement granting access to parcel "A" from parcel "B " h a s b e e n r e c o r d e d w i t h t h e . county recorder. We expect the property transfer and access easement r e c o r d a t i o n w i l l b e c o m p l e t e d within the next two weeks. If this letter represents an y t h i n g c o n t r a r y t o o u r understanding and agreement reached yesterday. Pleas e l e t m e k n o w i m m e d i ately. Thank you, for your help and cooperation in resolvin g t h i s m a t t e r . Sincerel an J. id Senior Project Manager Kaiser Development Company / skn cc: Scott Cairns John Burke A Wholly Owned Subsidiary of Kaiser Aluminum & Chemical Corpor a t i o n 2121 PALOMAR AIRPORT ROAD. SUITE 201, P.O BOX 308. CARLSBA D . C A L I F O R N I A 9 2 0 0 8 - 0 0 6 0 T E L E P H O N E ( 6 1 9 ) 4 3 8 - 2 6 3 6 RANCHO CALIFORNIA. CA/HAWAII KAI, HI/KAISER CENTER. OAKLAND. CA/INDUSTRIAL AND COMMERCIAL PROPERTIES-WESTERN STATES/KAISER ALUMINUM R E A L E S T A T E F A C I L I T I E S - W O R L D W I D E CEI' DATE SElf -I 1ING ,INEEH! .ALTH 56 a. 1030000- FINAL LANNING - NGINE L1eA11 ( ( i,r I rL..IviIp( Al .SUKI y - 3-Story OFFICES ( I I I in k) 7 11 4/ pr i C —j CA DV 10 i;o1 tt /