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2677 OCEAN ST; ; 86-626; Permit
USL BALL rurni PLU WILT & PKLSS MAKU MI'rLU.RNi IV NLL IN IFII-UMMMIIUI'l WillilFi UnAIJCUMIWRRFlL? UICILoLAMAIIIIJIM0. 2 r 0 i hereby affirm that i am licensed under I I provisions of Chapter 9 (commencing with I I Section 7000) of Division 3 of the Business i and Professions Code, and my license is In L full force and effect. U - I hereby affirm that I am exempt from the Contrac-tor's License Law to, the following reason (Sec. 7031.S I Business and Professions Cede: Any city or county Wthi.ti it' quires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance also requires the ap-plicant to, such permit to tile a signed statement that he is licensed pursuant to the provisions of the Contractors 1 License Law (Chapter 9 commencing with Section 7000 of Division 3 o the Riivrnens and Professions Cods; or that is on-empt therefrom and the basis for the alleged exemption, Any I violation of Section 7031.5 by an applicant for a permit sub- i edo the applicant to a civil penalty of not more than five hun- dred dollars ($500). I, as owner of the property, or my employees with wages as their sole compensation. will do the work, and the struc- tars is not intended or offered for sale (Sec. 7044. Business i —I and Professions Cede: The Contractor's License Law does not apply to an owner 01 property who builds or improves S thereon and who dons such work himself or through his own I employees, provided that such improvements are not intend- - UI ed or offered for sate If. however, the building or improvu' - Z meni is sold within one your of completion, the owner-builder I will have the burden 01 proving that he did not build or im' prove for the purpose of sale). 11 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Soc. 7044. Business and Professions Code7 The Contractor's License i Law does not apply to an owner of property who buitds or im-proves thereon, and who Contracts for each projects with a - contractor(s) license pursuant to the Contractor's License i Law). II As a homeowner tam improving my home, and the follow, I ing conditions exist: - The work is being performed prior to sate t have lived is my home for twelve- mouths I prior to completion 01 this work, I have net claimed this exemption daring the last three years. lam enempt under Sec. __________________ . B & P.C. for this reason thereby affirm that I have a certificate 01 consent to I sell-insure. or a certificate of Workers' Compensation In. surance. or a certified copy thereof (Sec. 3800. Labor Code) POLICY NO, COMPANY Copy is filed with the city FA 0 Certified copy is hereby furnished Q. CERTIFICATE OF EXEMPTION FROM U WORKERS' COMPENSATION INSURANCE Y) IThis section need not be completed if the permit Itz is tor one hundred dottaru (5100) or coot I 39 0 i certify that in the performance 01 the work to, which I 19 this permit is issued, t shalt not employ any person in any I manner so auto become subject to the Workers' Compen. nation Laws Cl California. NOTICE TO APPLICANT: It. alter making this Certificate of Exemption. you should become subject to the Workers' I Compensation provisions 01 the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. r 0 i hereby affirm that there is a construction tending agency ICr the perlormance of the work toi which this per. al mit is issued (Sec 3097. Civil Code) ZI lull Lender's Name, -II L Lender's Addreso.. CARLSBAD BUILDING DEPARTMENT 2075 Las Palmas Dr., Carlsbad, CA 92009-1915 (619) 438-1161 aaaas JOB ADDRESS AV, ST. RD. THOMAS BROS NO. 7 /2h,19 Ocean 5+1h CONTRACTOR I ASSESSOR PARCivL NO. LOT BLOCK UBDiViSiON a03 — I'-IO )J d1 16 (;ro,se OWNER'S NAME OWNER'S PHONE R. 6-r05:5e 55O CONTRACTOR'S ADDRESS OWNER'S MAILING ADDRESS DESIGNER -- DESCRlPT1ON,09WORfC.-- DESIGNER'S ADDRESS , STATE LICENSE NO. ex 001.2 10/27 0101 02B1dPt 25059. . F/P FLR ELEV. NO 0CC CF EDU STORIES R3 "a YO NO 3 - CENSUS TRCT PARKING SPACE RES UNITS GRADING PERMIT ISSUED REDEVELOPMENT TYPE 0CC LOAD FIRE SPR Y O N 0 AREA YO NO CONST Vt'.) vQ NO - Not Valid Unless Machine Certified — OTY. PLUMBING PERMIT- ISSUE OTY. MECHANICAL PERMIT- ISSUE SUMMARY/ACCOUNT NUMBER EACH FIXTURE TRAP INSTALL FURN. DUCTS UP TO 100.000 BTU ,t BUILDING PERMIT 0D1'810'OO'0O-8220 BUILDING SEWER - . EACH OVER 100.000 BTU SIGN PERMIT 001'810'00'00'8221 2 EACH WATER HEATER ANDjOR VENT M40 BOILER/COMPRESSOR UP TO 3 HP PLAN CHECK EACH GAS SYSTEM I TO 4 OUTLETS O01-810-0O-OO'8891 2 BOILER/COMPRESSOR 3 15 HP uJctJ.UMBING GAS SYSTEM S OR MORE 00'810-O0'00'8222 EACH METAL FIREPLACE 4 i..sjôod B. oüe 24' . CLRICAL 001-810-00'008223 O5'.00 — EACH INSTAL., ALTER, REPAIR WATER PIPE . 2. VENT FAN SINGLE DUCT - . MECHANICAL 001'810-00'00.8224 1 OB .O0 EACH VACUUM BREAKER MECH EXHAUST HOOD/DUCTS .Qf&1341LEHOME 001'810'00'00'8225 — WATER SOFTNER , — RELOCATION OF EA FURNACE/HEATER ) SLAR 001'810-00-00-8226 - EACH ROOF DRAIN (INSIDE) . 2 1 DRYER VENT q( S1JM1 NicBI%1S' 880-519-92-33 TOIAL PLUMBING I 111 00 I I . FEEJ2.j'00-874O OTY. ELECTRICAL PERMIT - ISSUE £- OTY.MOBILE-HOME-SETUP c1t' BRIDGE FE pj 1f4 360-810-00-00-8740 PARK-IN-LIEU (AREA I I '72.00 . .2. NEW CONST EA AMP SWI OKA iflj5 00 CAR PORT/ • - TIE 31281000008835 c/i )Q — I PH P ' — AWNINtf - -. . LA COSTA TIE 311-810-00-00-8835 MFF J 880S19'92'57 EXIST BLDG EAAMPISWT BI(T' GARA9E) ii07 - FMF — I PH 3 PH . — fljI 1JJ' , LICENSE TAX 001'81'0'00'00'8162 REMODEL ALTE R PER CIRCUIT . — . I 9ô. 00 — TEMPPOLE 200AMPS y'Arn$8.0 — OVER 200 AMPS - TEMP OCCUPANCY (30 DAYS) T __ _______________ _____ I TOTAL ELECIRICAL O6 1:1 ___________ CREDIT DEPOSIT PAW .4 ' ] 'roTAt TOTAL FEES PAY I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY Expiration. Every permit issued by the Building Official under the provisions of this * AN OSHA PERM:T IS REQUIRED FOR EXCAVATIONS OVER CERTIFY UNDER PENALTY OF PERJUI1Y TI IAT ALL INFORMATION HEREON INCLUDING THE I Code shall expire by limilation arid become null and void If the building or work 50" DEEP AND DEMOLITION OR CONSTRUCTION OF authorized by such permit is not commenced within 180 days from the date of such DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS permit, or if the building or work authorized by such permit is suspended or STRUCTURES OVER 3 STORIES IN HEIGHT ISSUED: TO COMPLY WITH ALL CITY.. COUN'IY AND STATE LAWS GOVERNING BUILDING CON- abandoned as any time after the work is commenced for a period of 580 days STRUCTION, WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND APPLIC NT'S SIGN lURE * KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND OWNER; CONTRACTOR Cj APPROVED BY EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE z43 .$L__•••_ BY PHONE 0 -A vil GRANTING OF THIS PERMIT. APPLICATION & PERMIT DATE OF APPLICATION BUSINESS LICENSE it - L(Q pG,pp CONTRACTORS PHONE C 43Q3I41 _ VALUATION 44 75 399 PERMIT NUMBER ZONE I STATE LICENS I BUILDING SO. FOOTAGE TYPE .'DATE INSPECTOR BUILDING FOUNDATION I i Ii REINFORCED STEEL d'z. aa- WtI MASONRY GUNITE OR GROUT SUB FRAME 0 FLOOR 0 CEIJNG SHEATHING 0 ROOF 0 SIjEAR A FRAME i i;;;w-:( id' EXTERIOR LATH INSULATION INTERIOR LATH & DRYWALL PLUMBING UNDERGROUND AfWASTE DWATER O SEWER AND BL/CO 0 PL/CO TOP OUT 0 WASTE 0 WATER TUB AND SHOWER PAN i A GAS TEST : t:i;,i:n- 1',i O WATER HEATER 0 SOLAR WATER ELECTRICAL - ELECTRIC UNDERGROUND 0 UFFER /01 ROUGH ELECTRIC I Y43vw Ftf "'Ill ELECTRIC SERVICE 0 TEMPORARY O BONDING 0 POOL MECHANICAL DUCT & PLEM., 0 REF. PIPING HEAT - AIR COND. SYSTEMS #. - VENTILATING SYSTEMS CALL FOR FINAL INSPEC1JON WHEN ALL APPROPRIATE FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS INSPECTORS NOTES - INSPECTION RED. IF CHECKED INAPPROVAL SPECTOR'S DATE t&)t £ j $ j1c SOILS COMPLIANCE PRIOR TO FOUNDATION INSP STRUCTURAL CONCRETE - OVER 2000 PSI PRESTRESSED CONCRETE POST TENSIONED CONCRETE FIELD WELDING HIGH STRENGTH BOLf S SPECIAL MASONRY - - PILES CAISSONS - 0 I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. I I herehy Otturm that I am exempt from the Confine br's License Law for the following reason (Sec. 7031.5 Busines and ProtessuOos Code: Any city or county whicr, re' I quires Si permit to Construct, alter, improve, demolish, or repair any structure, prior touts issuance also requires the up' olicant tsr such permit to ,to a Signed statement that he is I licensed pursuant to the provisions 01 the Contractor's License Law (Chapter 9 Commencing with Section 7000 of Division 301 the Business and Professions Curie) or that Is ex- I capt thP.relrom and the basis for the allogea.euemptuon Any - violation 01 Section 7031.5 by an applicant mi a permit sub- jects the applicant to a civil penalty 01 not more than live hun-dred dollars ($500). 11 I, as owner 01 the property, or my employees with wages I 5 uluvir sole compensation. will do the work, and the StruL- lore is not intended or offered for sale (Sec. 7044. Business and Professions Code: the Contractor's License Law dons not apply to an owner 01 properly who builds or improves I thereon and who does such work himself or through his own employees, provided that Such improvements are not stood' ed or offered for sale. II. however. the building or improve' I must is sold within one year of completion. the owner-builder will have the burden of proving that he dud not build or im-prove for the purpose 01 sale. II I, as owner 01 the property. am exclusively contracting with licensed contractors to Construct the project (Sec. 7044. I Business and Professions Code: The Contractors License Law does not apply loan owner of property who builds or im' proves thor000, and who contracts for each projects with a I contractor(u) license pursuant to the Contractor's License Law). - If As a homeowner tam improving my home, and the 10110w l 109 Conditions exist: The work is being performed prior to sale. I I have lived in my home br twelve months prior In completion 01 this work. I have not claimed this exemption during the I last three years. tam ex last under Sec. 'B & P.C. I for this reason O I hereby affirm that I have a certuticate 01 consent to I sell-insure. or a certificate 01 Workers' Compensation In. ourance, or a certified copy thereof (Sec. 3800, Labor Cadet I POLICY NO. I COMPANY Copy is tiled with the city 0 certified copy is hereby furnished CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE i (This section need not be completed if the permit i is for one hundred dollars 151001 or less) o 1 certify that in the performance of the work br which i this permit is issued. I shall not employ any person in any manner so as to become subject to the Workers' Compen- i sation Laws 01 California. NOTICE TO APPLICANT: It. alter making this Certificate I 01 Euemption, you should become subject to the Workers' Compensation provisions 01 the Labor Code, you must fort hwith comply with such provisions or this permit shall I be deemed revoked. fl i hereby affirm that there is a construction lending I agency for the performance of the work for which this per. I mit is issued (Sec. 3097. Civil Code) Lender's Name Lender's Address_ USE BALL POINT PEN ONLY & PRESS HARD APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. CARLSBAD BUILDING DEPARTMENT APPLICATION & PERMIT 2075 Las Palmas Dr., Carlsbad, CA 92009-1915 (619) 438-1161 .106 ADDRESS AV. ST.RO. THOMAS BROS NO. DATE 0 APPLIC TIONI BUSINESS Id'kSE en VALUATION PERMIT NUMBER Z ? cZW S7 C.&4P 1,47,47 CONTRjte LOT BLOCK SUBDIVISION I ASSESSOR PARCEL NO. CONTRACTOR ZONE J I ze — OWNER'S NAME OWNER'S PHONE __________ ' __________________ BUILDING SO. FOOTAGE RLIe-.-C- t(,J J_•.3/l9 / CONTRACTOR'S ADDRESS STATE LICENSE NO. 414, OWNER'S MAILING ADDRESS - DESIGNER . DESI(NFRS PHONE DESCRiPTION OF WORK ' '' -. /,/4jj , - DESIGNER'S ADDRESS STATE LICENSE NO. F/P FLRELEV,I NO OCCGP I EDU I STORIES I YO NC] I I 0007 07/23 0101 02B1dPmt 68-0 CENSUS TRACT PARKING SPACE RES UNITS GRADING PERMIT ISSUED I REDEVELOPMENT I TYPE 0CC LOAD I FIRE SPR f AREA I CONST I 0 N o '0 NO YO ND Pb: Valid Un/eø Machine Certified — QTY. PLUMBING PERMIT. ISSUE 40 7 ....... Q'Y• MECHANICAL PERMIT. ISSUE SUMMARY/ACCOUNT NUMBER FACIf FIXTURE TRAP . - INSTALL IURN. DUCTS UP TO 100,000 BTU BUILDING PERMIT 0011110-00-00-8220 EACH BUILDING SEWER ' OVER 100,000 BTU , SIGN PERMIT 001-810-00-00-8221 EACH WATER HEATER ANOrOR VENT , BOILER/COMPRESSOR UP TO 3 HP PLAN CHECK 001-810-00-00-8891 g(- - EACH GAS SYSTEM 1 104 OUTLETS , - BOILER/COMPRESSOR 3.15 HP TOTAL PLUMBING 0011'810'00'00'8222 EACH GAS SYSTEM 5 OR MORE , METAL FIREPLACE . ELECTRICAL 001'810'00'00-8223 EACH INSTAL., ALTER, REPAIR WATER PIPE . VENT FAN SINGLE DUCT . MECHANICAL 001-810-00-00-8224 EACH VACUUM BREAKER , MECH EXHAUST HOOD-,DUCTS , MOBILEHOME 001-810-00-00-8225 WATER SOFTNER . RELOCATION OF EA FURNACEIHEATER . SOLAR 001'810-00'00-8A26 EACH ROOF DRAIN ONSIDE) . DRYER VENT . STRONG MOTION 880'519.2E TOTAL MECHANICAL - I . FIRE SPRINKLERS 001-810'00'02 27 TOIAI PLUMBING PUBLIC FACILITIES FEE 320-8 00%740 BRIDGE FEE 3§P-110-00-00-8740 OTY. ELECTRICAL PERMIT - ISSUE OTY. MOBILE HOME SETUP PARK-IN-LIEU (AREA NEW CONST EA AMP SW1 BKR . CAR PORT . TIF 312 8)ô-00-00-8835 1 PH 3 PH . AWNING , LA COSTA TIF EXIST BLDG EAAMPISWT'BKR GARAGE . FMF -r°-8835 01810'OO'0O'8162 I PH 3 PH . — . LICENSE TAX REMODEL'ALTER PER CIRCUIT ' . MFF I%880.519.92'57 - TEMPPOLE 200AMPS OVER 200 AMPS TEMP OCCUPANCY (30 DAYS) CREDIT DEPOSIT y5 0'O TOTAL ELECTRICAL I . . TOTAL TOTAL FEES PAYABLE 0 . I HAVE CAREFULLY FXAMINFIS THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY Expiration Fvwry permit issued by the Building Official under the provisions of this * AN asoi* PtT IS REQUIRED FOR EXCAVATIONS OVER CERTIFY UNDER PFNAI TY OF PFRJI.IRV THAT ALL INFORMATION HEREON INCLUDING THE I Code shall expire by limitation and become full Chef void If the building or work 50" DEEP AND DEMOLITION 00 CONSTRUCTION OF authorized by such permit is not commenced within 180 days from Inc date of such DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS • permit, or if the bu)Øing Or work authorized by such permit is suspended or ST S OVER 3 STORIES IN HEIGHT ISSUED: TO COMPLY WITH ALL CITY, COUN'IY AND STATE LAWS GOVERNING BUILDING CON. abandoned at ani1e eller Inc work is commenced for a period of 180 days STRUCTION, WHETHER SPECIFIED HEREIN OR NOT I ALSO AGREE TO SAVE INDEMNIFY AND * OWNER 0 CONTRACTOR o APPROVE DATE KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES. JUDGMENTS. COSTS AND AANTNAV EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE BY PHONE 0 GRANTING OF THIS PERMIT. ______ TYPE DATE INSPECTOR BUILDING FOUNDATION REINFORCED STEEL MASONRY GUNITE OR GROUT SUB FRAME 0 FLOOR 0 CEIJNG SHEATHING 0 ROOF 0 SHEAR FRAME EXTERIOR LATH - INSULATION INTERIOR LATH & DRYWALL PLUMBING O SEWER AND BLJCO 0 P./CO UNDERGROUND 0 WASTE 0' WATER TOP OUT 0 WASTE 0 WATER TUB AND SHOWER PAN GAS TEST O WATER HEATER 0 SOLAR WATER ELECTRICAL ELECTRIC UNDERGROUND 0 UFFER ROUGH ELECTRIC O ELECTRIC SERVICE 0 TEMPORARY O BONDING 0 POOL MECHANICAL DUCT & PLEM., 0 REF. PIPING HEAT - AIR COND. SYSTEMS VENTILATING SYSTEMS I CALL FOR FINAL INSPEC14JON WHEN ALL APPROPRIATE ITEMS ABOVE HAVE BEEN APPROVED FINAL PLUMBING ELECTRICAL MECHANICAL ' GAS :-- BUILDING ' SPECIAL CONDITIONS .- FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS . INSPECTOR'S NOTES INSPECTION - REQ. IF CHECKED INSPECTOR'S APPROVAL ATE SOILS COMPLIANCE PRIOR TO FOUNDATION INSP - - j 5-Cie STRUCTURAL CONCRETE 7 PRESTRESSED CONCRETE POST TENSIONED CONCRETE FIELD WELDING HIGH STRENGTH BOLt S SPECIAL MASONRY - PILES CAISSONS USE BALL POINT PEN ONLY & PRESS HARD APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. .-CARLSBAD BUILDING DEPARTMENT APPJeTION & PERMIT . 2075 Las Palmas Dr., Carlsbad, CA 92009-4859 (619) 438.1161 JOB ADDRESS ,' ' - AV. ST. RD. NEAREST CROSS ST. DATE OF APPLILA t ION BUSINESS LICENSE w VALUATION PERMIT ' 57 7 Z-.,,1..00 LOT BLOCK SUBDIVISION ASSESSOR PARCEL NO. CONTRACTOR CONTRACTORS PHONE a . ZONE - J OWNER'S q3e— -314 / NAME ______________ OWNER'S PHONE ________________________________________ . 5f .e,ge f 4L3 - f4L/ CONTRACTOR'S ADDRESS STATE LICENSE NO. BUILDING SO. FOOTAGE OWNER'S MAILING ADDRESS ___________________ -S77 DESIGNER DESIGNER'S PHONE DESCRIPTION OF WnRic DESIGNER'S ADDRESS STATE LICENSE NO. F/P FLRELEV.1 I NO OCCGP EDU I STORIES YDNO I I I I 0010 07/14 0101 02B1dPtnt 20.0 R K I hrVSF A& R UNITS RAOING PERMIT ISSUED REDEVELOPMENT TYPE 0CC LOAD FIRE SPA I AREA I CONST I 0 N 0 I Y 0 NO I YO NO Not Valid Unless Machine Certified OTY. ______________ PLUMBING PERMIT SSU OTY. MECHANICAL PERMIT - ISSUE SUMMARYtACCOUNT NUMBER EACH FIXTURE TRAP _7 INSTALL FURN. DUCTS UP TO 100,000 BTU BUILDING PERMIT 001'810'00'00'8220 EACH BUILDING SEWER • OVER 100,000 BTU , SIGN PERMIT 001'810'00'00'8221 EACH WATER HEATER AND/OR VENT . BOILER/COMPRESSOR UP TO 3 HP ,PLAN CHECK 001.810-qp00-8821 — EACH GAS SYSTEM 1 104 OUTLETS . — BOILER/COMPRESSOR 3.15 HP , TOTAL PLUMBING 001.810.4O.O.8222 'EACH GAS SYSTEM 5 OR'MORE , METAL FIREPLACE ' , ELECTRICAL / 001'810'00'8223 EACH INSTAL.. ALTER, REPAIR WATER PIPE — VENT FAN SINGLE DUCT . MECHANICAL// oobjk-OO'O0.8224 - EACH VACUUM BREAKER . MECH EXHAUST . HOOD/DUCTS . , - MOBILEHOM/ ,j,QRI-810-OO-00'8225 WATER SOFTNER . RELOCATION OF EA FURNACE/HEATER . SOLAR J( STRONG Oil JL2V Ojl'8lOpkO'8226 EACH ROOF DRAIN (INSIDE) - _4 , DRYER VENT ' / / 119'92'33 - TOTAL MECHANICAL I - I' . FIRE SP1ki1S/ TOTAL PLUMBING : PUBLIC 94tITIES FEE ,t'.f6*.00'00'8227 320-810-00'00-8740 - a BRIDGE FEE 360-810-00'00'8740 OTY. ELECTRICAL PERMIT - ISSUE QTY: MOBILE HOME SETUP - PARK-IN-LIEU (AREA ). NEW CONST EA AMP/SWT 'UK R- CAR PORT . . - TiF 1000008835 I PH 3 PH ' AWNING - , LA COSTA TIF 10-00-00-8835 EXIST BLDG EA AMP/SWT/BKR GARAGE FMF - I PH 3 PH . - . LICENSE TAX 01'810'00'00'8162 - REMODEL.ALTER PER CIRCUIT - . , . MFF 880'519'92'57 - — TEMP POLE 200 AMPS — OVER 200AMPS 1'EMP OCCUPANCY (30 DAYS) CREDIT DEPOSIT ' TOTAL ELECTRICAL I TOTAL — — - TOTAL FEES PAYABLE J Ia I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HERESY Expiration. Every permit issued bytheBuilding Olficial under the provisionsotthis * AN OSHA PE1a:T IS REQUIRED FOR EXCAVATIONS OVER de shall aspire by limitation end become null and void It the building Or work CERTiFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION IlEREON INCLUDING THE 50"DEEP AND DEMOLITION OR CONSTRUCTION OF lhorized by such permit is not commenced within 180 days brom the dote of suCh Labland DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS rmit. or ifthe buitdin or work authorized by such perm is suspended or STRUCTURES OVER 3 STORIES IN HEIGHT ISSUED: TO COMPLY WITH ALL CITY. COUNTY AND STATE LAWS GOVERNING BUILDING CON'oned at any time br the work is commenced for tçed 01180 days. ______________________________________________________ STRUCT)ON. WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND CONTRACTOR 0 APPROVED BY DATE APPLICAN;T-S >/ OWNER MSIKURE D KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS. COSTS AN EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF BYPHONED GRANTING OF THIS PERMIT. r" 0 I hereby affirm that I am licensed under U I provision. of Chapter 9 (commencing with I Section 7000) of Division 3 of the Business I I and Professions Code, and my license is In I L. full force and effect. U- I hereby affirm that I am exempt from the Cootrac tars License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which re' r quireo a permit to construct, alter, improve, demolish, or repair any strectore, prior to its issuance also requires the up' I plicant ter such permit to tile a signed statement that he is licensed psroaoet to the provisions at the Contractors License Law (Chapter 9 commencing with Section 7000 of I Division 301 the Business and Professions Code) or that is en' I ampl therefrom end the baia tar the alleged xempkss. An violation 01 Section 7031.5 by an applicant for a permit sub-_' I . jocls the applicant boa civil penalty stool more than live hun I dred dollars ($500). II I, as owner of the properly, or my employees with wages as their sole compensation. will do the murk, and the ctrac tare is not iateided UI offered for sale (Sec. 7044. Business 'Sand Professions Code: The Contractor's License Law deco I not 2ppty to an owner of property who builds or improves thereon and who does such work himself or through his own .employees, provided that such improvements are not intend' . I ed or offered for sale. If., however, the building or improve' Z Intent is sold within one year of completion, the owner-builder will have the burden 01 proving that he did not baud or im' I - prove for the purpose of sale). I') I. as owner attire property, am exclusively contracting I with licensed contractors to construct the project (Sec. 7044. Business and Professions Code: The Contractor's License Law does not apply to an owner at property who builds or im' I proven thereon, and who contracts tar each projects with a contractor(s) license pursuant to the Contractor's License Law). 0 As a homeowner lam improving my home, and the 10110w' I ing conditions exist: ' I I - I. The work is being performed prior to sale. I have mod in my home, for twelve months I prior to completion 01 this work.,. - I have not claimed this exemption during the last three yearn. lam exempt under Sec. ' . B & P.C. . / br this reason - thereby affirm that I have a Certificate I Co ant to I self-insure. or a certificate 01 Workers' Co n tion In. nuronce. or a certified copy thereof (Sec. . or Code) POLICY NO. . COMPANY 0 Copy is filed with the city 0 Certified Copy is hereby furnished B. , CERTIFICATE OF EXEMPTION FROM I WORKERS' COMPENSATION INSURANCE Ifl Ohio section need not be completed it the permit IZ is for one hundred dollars (5100) or less) If 0 I certify that in the performance of the work for which this permit is issued. I shall not employ any person is any i manner no unto become subject to the Workers' Compen. sation Laws of California. - NOTICE TO APPLICANT: It. alter making this Certificate 01 EoempllOn, you should become subject to the Workers' Compensation provisions of the Labor Code, you must I forthwith comply with Such provisions or this permit shall be deemed revoked. f" 0- I hereby atli;m that there is a construction lending .agency for the performance of the work for which this per. 01 mit in Issued (Sec. 3097, Civil Code) ZI . W l Lender's Name— Lender's Address 77 _______________________________ I v .... \5 \ TYPE DATE INSPECTOR BUILDING FOUNDATION REINFORCED STEEL MASONRY GUNITE OR GROUT SUB FRAME 0 FLOOR 0 CEIIIJNG SHEATHING 0 ROOF 0 SI1EAR FRAME EXTERIOR LATH INSULATION 1 INTERIOR LATH & DRYWALL PLUMBING O SEWER AND 13L/CO 0 PL/CO UNDERGROUND 0 WASTE El WATER TOP OUT 0 WASTE .. '. 0 jNATER TUB AND SHOWER PAN GAS TEST WATER HEATER 0 SOLAR WATER ELECTRICAL O ELECTRIC UNDERGROUND E UFFER ROUGH ELECTRIC ELECTRIC SERVICE 0 TEMPbRARY 0 BONDING 0 POOL MECHANICAL I DUCT & PLEM., 0 REF. PIPING \. --.. . \ HEAT - AIR COND. SYSTEMS N VENTILATING SYSTEMS CALL FOR FINAL INSPECION WHEN ALL APPROPRIATE ITEMS ABOVE HAVE BEEN APPROVED. FINAL PLUMBING ELECTRICAL MECHANICAL ______ • ________ GAS BUILDING SPECIAL CONDITIONS ( . INSPECTORS NOTES •- • tI U-I I%,J - 5,'. I •.•'._•' S \ -t S --'-.•. ' - FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS REQ. IF INSPECTORS INSPECTION CHECKED APPROVAL DATE SOILS COMPLIANCE PRIOR TO FOUNDATION INSP STRUCTURAL CONCRETE OVER 2000 PSI PRESTRESSED CONCRETE POST TENSIONED CONCRETE FIELD WELDING HIGH STRENGTiR BOLtS - - SPECIAL MASONRY PILES CAISSONS DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS DRIVE CARLSBAD, CA 92009-4859 (619)438-1161 MISCELLANEOUS FEE RECEIPT Applicant Please Print And Fill In Shaded Area Only JOB ADDRESS 2677 27? 6,44'Sr. PLAN ID NO. ASSESSOR'S PARCEL NO. - j OWNER RU,5S1L Lv, OSE VALIDATION AREA OWNER'S MAILING ADDRESS 585Z7 414FUD,4 4/cJ/l"JS CITY ZIP 200 TEL. CONTRACTORRI) 0 ESTMATED VALUATION 7 / &S PLAN CHECK FEE _00 P2P1 05Misc. I7O0 IF THE APPLICANT TAKES NO ACTION WITHIN 180 DAYS, PLAN CHECK FEES WILL BE FORFEITED. LICENSE NO. 37830-4-/LICENSE NO. '/62400 CONTRACTOR'S MAILING ADDRESS 9sD ,41ê'V',l24 ,"V2/4',T-S CITY 69tS419 ZIP TEL. 9'3.t- 3/41/ STATE I? BUSINESS SUBDIVISION LOT(S) LEGAL DESCRIPTION CHECK IF SUBMITTED: 2 ENERGY CALCS 2.1987 ENERGY CALCS FOR NON RESIDENTIAL BLDGS DESCRIPTION OF WORK frn/R//4/6 ,cg 2 STRUCTURAL CALCS &47: rT0k&bC (C,VCiE7 0 2 SOILS REPORTS Pa#,,p S4i3 0 2 SELF ADDRESSED ENVELOPES DATE GIVEN! DATE SENT TO APPLICANT CONTACT PERSON LA COSTA LETTER ADDRESS £S ,4wj24- ElfrJ'D4/'43' SCHOOL FEE FORM CITY 44S'4b0 ZIP 7200 TEL. P & E CORRECTIONS LIST CERTIFICATE OF.00CUPANCY APPLICANT'S SIGNATURE DATE - White - File Yellow - Applicant Pink - Finance Gold - Assessor CITY OF C A R L S B A D DEVELOPMENT PROCESSING SERVICES zJ/M APPLICATION AND COST ESTIMATE OF SANITARY SEWER LATERAL CONNECTION WORK ORDER NO.:___________ PART I - TO BE COMPLETED BY DPS SEWER LOCATION: BUILDING PLAN CHECK NO.:____________ ADDRESS: ?42rdc*CJ 7 APN:20.3 —/4O-3 LEGAL DESCRIPTION: ,99A2 / CONTACT PERSON: /L- PHONE NO.: 38'489 ix MINIMUM 4 INCH ABS SEWER PIPE IN PLACE - NOT TO EXCEED $;3Z- 1 76594S 10 FEET DEEP AND 30 LINEAL FEET HORIZONTAL DISTANCE. - ADDIITONAL CHARGES FOR ANY DISTANCE EXCEEDING 30 LINEAL FEET HORIZONTALLY FEET AT PER FOOT $___________ - ADDITIONAL CHARGES FOR ANY DEPTH EXCEEDING 10 FEET FEET DEEP AT --- PER FOOT $___________ ADDITIONAL CHARGES FOR PLUGGING EXISTING SEWER LATERAL $___________ TOTAL CHARGES FOR CONSTRUCTION $___________ ADDITIONAL CHARGES FOR CITY OF CARLSBAD SERVICES AT 50% OF ABOVE CHARGES $____________ TOTAL CHARGES $__________ 1911 ACT A.D. NO.: DWG. NO.: RECT. NO.:/ BY:___________ PART II - TO BE COMPLETED BY UTILITIES DEPARTMENT FOR SEWER LOCATION Main Depth:_________ Lateral Depth at Property:_______ DPD2:FORM:DPD8 - L :' -••'.T 7 Tiltil 01 (1J;arløtiab '4 I CASHIER'S VALIDATION SEWER PERMIT APPLICATION APPLICANT TO FILL IN SHADED AREA SEWER PERMIT NUMBER: SE 3oc BUILDING PLAN CHECK NUMBER:PC BUILDING ADDRESS: " BUILDING PE: NUMBER OF EDU'S: 44/c.' OWNER: 'j.4 ' CALCULATIONS:________________________________ ' A i..'e , r ... dd/. / dt ' 4, Md £.f MAILING ADDRESS( _______________________________ ' CONTRACTOR: # 641 MAILING ADDRESS: "—' _S v1v1Ut)1in4W.U. qt', V'' LEGAL DESCRIPTION: _ -'" CONNECTION FEE ..- • COST PER UNIT ____________ x NO. UNITS LATERAL CHARGE: t) TOTAL CHARGES: ASSESSORS PARCEL NUMBER:•_______________________ PREPARED BY:, (PRINTED NAME) COMMENTS: ç. flL.)Uqo er WHITE: DPS GREEN: Finance CANARY: Water PINK: Building GOLD: Applicant FINAL BUILDING INSPECTION 06-626 . .• . 1-24-39 PLAN CHECK NUMBER: DATE: PROJECT NAME: . . ADDRESS 67779 Ocean Street PROJECT NO.: _________________ UNIT NUMBER: _________________ PHASE NO.: Duplex - TYPE OF UNIT: ____________________________ NUMBER OF UNITS: 2 Eric Gross .. CONTACT PERSON: . . -, 438-3141 . •• . • CONTACT TELEPHONE All Departments I BY: INSPECT NSPECTED DATE : A7 APPROVED _____ DISAPPROVED INSPECTED • DATE BY: : INSPECTED: : • APPROVED DISAPPROVED INSPECTED DATE . BY: - INSPECTED: ___________ APPROVED. DISAPPROVED.______ COMMENTS \ - . /_ ,.•• . . . . . - S Rev. 1186 WHITE: Suspense \ BLUE: WaterDistrict GREEN: Engineering CANARY: Utilities PINK: Planni GOLD: Fire .- . ,.. FINAL\BUILDING INSPECTION \• 86-626 \\ 1-218-89 PLAN CHECK NUMBER: DATE: • ,-_-_-. .. N PROJECT NAME: • ' , • Mk .-. ADDRESS 679 . .. ---- t PROJECT NO.: UNIT NUMBER: PHASE NO.: -" • -Duplex '. 2 - 'L TYPE OF UNIT: NUMBER OF UNITS:, CONTACT PERSON: Eric Gros I '' • CONTACT TELEPHONE: 438-31111 . . All Departments •- -. - INSPECTED DATE JAIN 2 4 1989 APPROVED ______ DISAPPROVED INSPECTED DATE I ¶ ' • - •• - BY: ______________________ INSPECTED:, APPROVED ______ DISAPPROVED 1 - -.-•'. INSPECTED DATE • ;• • ,. - - BY _______________________ INSPECTED 1 -APPROVED ______ DISAPPROVED Costa Real Municipal Water-District • COMMENTS: • Engineering Dopatmen.t • • (619) 4383367 Rev. 1186 WHITE: Suspe as LUE:WaterDistt GREEN: Engineering CANARY: Utilities' PINK: Planning - GOLD. Fire - FINAL-BUILDING INSPECTION I - 06-626 1-24-99 PLAN CHECK NUMBER: _______________________________________ DATE: PROJECT NAME: ADDRESS: 2677-79 Ocean Street PROJECT NO.: _________________ UNIT NUMBER: _________________ PHASE NO.: Du lax TYPE OF UNIT: ____________________________ NUMBER OF UNITS: Eric Grostt CONTACT PERSON: 430.3141 \ .' CONTACT TELEPHONE:_____________________________________________________________________ All Departments,- IBY: INSPECTED: NSPECTED DATE 14 /jL9 APPROVED tDISAPPROVED .//'? INSPECTED : DATE BY: _______________________ INSPECTED: ___________ APPROVED ______ DISAPPROVED INSPECTED DATE BY: _______________________ INSPECTED: ____________ APPROVED ______ DISAPPROVED COMMENTS: I ,.. %• .1 Rev. 1186 WHITE Suspense BLUE Water. District GREEN Engineering CANARY Utilities PINK: Plannin ew FINAL BUILDING INSPECTION - 86-626 1-2449 PLAN CHECK NUMBER: - - DATE: PROJECT NAME ADDRESS 2677-79 Ocean Street 29 PROJECT NO ________________ UNIT NUMBER ________________ PHASE NO ________________ Upk 2 IIM1ftO " on TYPE OF UNIT NUMBER OF UNITS Eric Gross Rec 8 CONTACT PERSON 1 tnaflCe X19 (D, M4 cu A.341-3141 \e CONTACT TELEPHONE 19 " LLOL6 AU rnsnts Depart INSPECTED DATE BY _______________________ INSPECTED / 21'' d' 7 APPROVED V DISAPPROVED INSPECTED DATE BY _______________________ INSPECTED ___________ APPROVED ______ DISAPPROVED INSPECTED DATE BY: : INSPECTED: ____________ APPROVED ______ DISAPPROVED - COMMENTS FINAL BUILDING. INSPECTION - .. -,.. 86-626 1-24-89 PLAN CHECK NUMBER: . DATE: PROJECT NAME: . . . . -- ADDRESS 2677-79 Ocean Street PROJECT NO -PE 2-0-7.11 UNIT NUMBER PHASE NO TYPE OF UNIT Duplex NUMBER OF UNITS:2 Eric Gross CONTACT PERSON: . . CONTACT TELEPHONE 4383 141 All Departments SPET) DATE eq APPROVED 'DISAPPROVED INSPECTED DATE . . BY: - INSPECTED: ____________ APPROVED ______ DISAPPROVED INSPECTED . . DATE . . . BY: _______________________ INSPECTED: APPROVED - DISAPPROVED. . . . .. . . -.. .,. COMMENTS 4 Rev. 1186 WHITE Suspense BLUE Water Distric Engineering CA RY Utilities PINK Planning GOLD Fire PROFESSIONAL REGISTERED INSPECTIONS INC 1 2-06 7895 convoy Court. San dego, caitfornia 92111 ., H I INSPE'CTIONS . TESTING • ENGINEERING . . TEST REPORT 3 jor4177 JOB _ ADDRESS 2677 2679 OCEAN STREET*,PHONE OWNER CONTRACTOR RAY WHITE CEMENT CLIENT RUSSELL GROSSE DEVELOPMENT ENGINEER_WANG K. YOUNG ARCHITECT ROBERT ARDENT BLDG. AUTft CITY OF CARLSBAD INSPECTOR : _FATHI MOHAMED PERMIT NO. •86626 PLAN FILE FIELD LOCATION OF SPECIMEN SAMPLE OF: CONCRETE • IN JOB OR STRUCTURE: BOAT STORAGE DECK & TERRACE MIX NO: " 76P . . MADE BY FATHI MOHAHED 6SACK . 5" PROPORTIONS _._ • -_SLUMP - ADMIXTURE POZZ, STEAROX ADMIX DATE MADE 2/17/88 TYPE OF CEMENT II DATE RECEIVED 2/19/88 CONC. SUPPLIER ESCONDIDO READY MIX SOURCE OF ROCK TICKET NO. - 304189. INSPECTOR SIGN FATHI MOHAMED * LABORATORY TEST DATA AGE TESTED nAv AVC 21 IAI . . SPECIMEN MARKINGS 66192 66193 66194 DATE TESTED 2/24 3/Ô9• . 3/16 AREA _ SQ. IN.: - 28.28 28.28 28.28 ULTIMATE LOAD—LBS. • 62000 96000 101000 UNIT STRESS - PSI • 2195 3395 . 3570 SPECIFIED STRENGTH AT 28 DAYS - PSI . . . •, • : 3000 DISTRIBUTION: RUSSELLGROSSEDEVELOPMENT- ... ..,. CITY OF CARLSBAD - I .,' .- .•..-.•• ••• ENGINEER SPECIAL INSPECTOR'S REPORT ALLIANCE ENGINEERING (619) 931-4858 • S.D. 458-0858 701 Palomar Airport Rd. • 3rd Fl. OF cALiFORNiA, INC. Carlsbad, California 92009 COVERING WORK PERFORMED 0 REINFORCED CONCRETE 1"STRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY 0 POST-TENSIONED CONCRETE 0 FIREPROOFING THE SPECIAL INSPECTOR OF 0 REINFORCED MASONRY 0 OTHER JOB ADDRESS 2C77 /p—jtAl 5L r_ FOR WEEK ENDING JOB NAME - FILE NO. BLDG. PERMIT NO. ARCHITECT T CONTR ENGINEER i. G S .yr- DESCRIBE MTL. (TYPE. GRADE, SOUR A t r1?L / L 76W f4 I.) LAB TESTINAMPLES A/Il REPORTING REQUIREMENTS: Only one permit no. reported per sheet. Identify type of work, item & specific area inspected (floor, gridlines, etc.); identify all joints when inspecting welds and bolts; identify accepted/rejected work by item and specific location; record all job problems and DISCUSSIONS with Contractor, Architect, Engineer etc.; record amount of material placed and samples taken; write certification of work, referencing applied code, specifications, and approved plans and/or shop drawings.- INSP. DATE 3-i/-Ff - )cçi 2t)cI..? iJ')iAIC. F c7/eL4, Y101ML'Nr 240e.s7" S7'/dQ/ii' m,d' L- i_ —_//JT; 'TWTI2AQTTh< JA Ai&',"i') 773 AO 5J/iA4 IA7'7 ./ "' /Z&-1 dQ/JAIAI,,.le— _4 c7_ 7_ /f ". t'2 0171 FJ.4/ 4 ) Al l.-_ JA/S7 5 &-.4d /E'tA/ Jc-.4 ) ///J,, 7_a. 14 L a rJ Z> S qZ . I Ai. / ( /f Jih 23 — ............. _____ '- -' _ Signature of Special Insp'or Date of Report Certification Number RIR/104 7895 convoy-court. sadgo. caiiforia 92111 .- PROFESSIONAL REGISTERED INSPECTIONS, INC. H I INSPECTIONS • TESTING ENGINEERING 4r PHONE2 fe . . JEST REPORT J'BNO77 JOB . . ADDRESS 2677- 2679. OCEAN STREET . PHONE . : . . . CONTRACTOR RAY WHITE CEMENT OWNER CLIENT RUSSELL GROSSE DEVELOPMENT ENGINEER WANG K. YOUNG ARCHITECT ROBERTARDENT .•. BLDG. AUTH. - CITY _OF CARLSBAD INSPECTOR FATHIMOHANED PERMIT NO. 86626 PLAN FILE FIELD . LOCATION OF SPECIMEN SAMPLE OF: - CONCRETE . . IN JOB OR STRUCTURE: BOAT STORAGE DECK -& TERRACE 76P ____MADE FATHI MOHANED MIX No. BY PROPORTIONS 6SACK . . SLUMP . . 5 11 ADMIXTURE -_POZZ, _STEAROX ADMIX .• DATE MADE 2/17/88 TYPE OF CEMENT II . DATE RECEIVED 2/19/88 CONC. SUPPLIER -ESCONDIDOREADY MIX SOURCE OF ROCK TICKET NO. 304189. INSPECTOR SIGN•__FATHI MOHAMED - LABORATORY TESTDATA . Af! - nAVQ 7 flAV 21 nAYS 29 DAYS DAYS SPECIMEN MARKINGS 66192 66193 _• 66194 DATE TESTED' . . 2/24 . 3/09 3/16 •• . AREA -SQ IN. ___________. . .- . . . :28.28 .... _. . ULTIMATE LOAD - LBS. . .. 62000 . . UNIT STRESS - PSI • ..: 2195 SPECIFIED STRENGTH y AT28DAYS-PSI ••- •- ....:.. '. _.. _• . . _____••. . - . . . . . 3000 • ._ . :: DISTRIBUTION: RUSSELL GROSSE.DEVELOPMENT :CITY OF CARLSBAD p.......:_ .... . '-. ENGINEER - PROFESSIONAL REGISTERED INSPECTIONS, INC. 789 , Convoy5San Diego, OifOrnia 92111 - Phone 251.nRRn INSPECTORS WEEKLY REPORT / No 4177 FOR WEEK February 20, 88 COVERING WORK PERFORMED REINFORCED CONCRETE STRUCT. STEEL ASSEMBLY o GLUE - LAM. FABRICATION WHICH REQUIRED APPROVAL BY 0 PRE-STRESSED CONCRETE REINFORCED GYPSUM 0 OTHER THE SPECIAL INSPECTOR OF 0 REINFORCED MASONRY • . PILE DRIVING JOB ADDRESS . -. BUILDING PERMIT NUMBER PLAN FILE NUMBER 2677-279 OCEAN STREET 86626, OWNER QRPROJECTNAME - • ARCHITECT ROBERT. F ARDENT CONSTR.MATL. (TYPE. GRADE. ETC.) DESIGN STRENGTH SOURCE OR MFGR. ENGINEER CONCRETE 3000 PSI : WANG K. YOUNG DESCRIBE MATL. (MIX DESIGN. RE-BAR GRADE &MFCR.. WELD-ROD. ETC.) GENERAL CONTRACTOR - MIX DESIGN #76P. RUSSELL' GROSSE DEVELOPMENT CONTR. DOING REPORTED WORK - RAY WHITE - LAB. RECEIVING & TESTING CONSTR. MAT-L. SAMPLES I : P.R.I., INC. INSPN. LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED. JOB PROBLEMS. PROGRESS. REMARKS. ETC. DATE INCLUDES INFORMATION ABOUT -AMOUNTS . OF MATERIAL PLACED OR WORK PERFORMED; NUMBER. TYPE. & (DENT. NOS. OF TEST SAMPLES TAKEN: ST•RUCT. CONNECTIONS (WELOS MApE. H.T. BOLTS TORQUEDI CHECKED: ETC ........ 2/17 Inspected the placement and consolidation of 'concrete mix design #76P per deck and terrace .verified the:slump, wk ration, consolidation by vibration, checked the reinforcing steel insallation for, type, grade space, cleanness and clearance. Set of 3 test cylinders were taken from loaction stated above. Total of 60 cubc yards 'were pour. . ISO .. CERTIFICATION OF COMPLIANCE . ....... thereby certify that l have inspected all of the above reported work. . . . -. . . .-.• Unless otherwise noted. I have found this work to comply with the ' ••" j•lj • ,/ ,/Rioj'/ H approved plans specifications, and applicable sections of the govern- /J SIG4TCRE OF REGISTERED INSPECTOR 4 Ing building laws. 1 L 2/18/881 C DATE OF REPORT REG!SEP NUMBER Spec IA "IN SPECTOR'S REPORT ALLIANCE ENGINEERING \1GJ,1P'_a'_'1_o1rna~r\Airport Rd. 0 3Td Fl. OF CALIFORNIA, INC. Caba California 92009 COVERING WORK PERFORMED 0 REINFORCED CONCRETE.- E STRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY 0 POST-TENSIONED CONCRETE 0 FIREPROOFING THE SPECIAL INSPECTOR OF . 0 REINFORCED MASONRY 0 OTHER JOB ADDRESS . ] t1E:7M/ IIt''IP FOR WEEK ENDING L JOB NAME FILE NO. BLDG IT NO. ARCHITC I -' EN4 CONIR LAST ST 7 NG SAMPLES AAk DES RIBS MTL. iTYPE. GRADE. SOURCE) - 2CJ"o REPORTING REQUIREMENTS: Only one permit no. reported per sheet. Identify type of work, item & specific area inspected (floor, gridlines, etc.); identify all joints when inspecting welds and bolts; identify accepted/rejected work by item and specific location; record all job problems and DISCUSSIONS with Contractor, Architect, Engineer etc.; record amount of material placed and samples taken; write certification of work, referencing applied code, specifications, and approved plans and/or shop drawings. INSP. DATE 1LS_ _.AiL ________ • 4.J,T/ 7b cL',aT?O/. 47-4A/4 2W ___'Lc. it of Special e of Report Certification Number RIRflO4 SPCIAL INSPECTOR'S REPORT ALLIANCE, ENGINEERING' 701 Palomar Airport: a 3rd Fl. OF CALIFORNIA, INC. : Carlsbad, California 92009 COVERING WORK PERFORMED 0 REINFORCED CONCRETE S1kUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY 0 POST-TENSIONED CONCRETE 0 FIREPROOFING THE SPECIAL INSPEcTOR.OF 0 REINFORCED MASONRY 0 OTHER - . JOB ADDRESS . c(1L4 1 Oeer ST. f&iJ FOR-WEEKENDING 6t3- JOB NAME FILE NO. BLDG. PERMIT NO. ARCHITECT . . t?kP T I A , cLtii T ENGINEER . . DESCRIBE MTL. (TYPE. GRADE. SOURCE) . CONTR I ALCOJ5 r SUB CONT 1 LAB TESTING SAMPLES - REPORTING REQUIREMENTS: Only one permit no. reported per sheet. Identify type of work, item & specific area inspected (floor, gridlines, etc.); identify all joints when inspecting welds and bolts; identify accepted/rejected work by item and specific location; record all job problems and DISCUSSIONS with Contractor. Architect. Engineer etc.; record amount of material placed and samples taken; write certification of work, referencing applied code, specifications, and approved plans and/or shop drawings. INSP. DATE . . . . . _5-s'-7 d.iors: cJ4, 1&s, 1 .. . . . .- .- . -, SignaIuO4'peciaI Inspector J . - Dale of Report . Certification Number RIP/104 7 V - t ,i1,ifl'_ID GEOTEOHNICAL EXPLORATION, INC U 1 I I SOIL & FOUNDATION ENGINEERING U GROUNDWATER • GEOPHYSICS • ENGINEERING GEOLOGY Job Name C r (,ALL-5 At Job # 15 °' ° Date rzkki Project Location: Summary of Observations: '-v - 'sii-i m _tfl1 own Ar- -'.Prf4 IS Vi (;V- QL) 5i4iO 6c V cçtC,_ji r- çr -çjj-r ---- - V V V V V V V / / V • :. _ • •V - V •V V • VV• VV. - - V V V•• V Recommendation: V V V V V V V V 1t V V • - •V • 4V Received by ti.' I LA,- ) 4 •V V -- :V'" V V••'V -V ..'.. SPECIAL INSPECTOR'SREPORT ALLIANC E. EN-GINEERIN (619)931-4858 .S.D. 458-0858 GT ;,, 70F Palomar Afrpárt Rd. • 3rd Fl: Carlsbad, California 92009 OF CALIFORNIA, INC , COVERING WORK PERFORMED . 0 REINFORCED CONCRETE 0 STRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY 0 POST-TENSIONED CONCRETE 0 FIREPROOFING THE SPECIAL INSPECTOR OF 0 REINFORCED MASONRY - 0 OTHER V V V V JOB ADDRESS 'V . 2677-& 2679 Ocean Street, Car1bad' FOR WEEK ENDING - V V V JOB NAME V FILE NO. , BLDG. PERMIT NO. •'. ' V V V V V CB 82626 86— 626 ARCHITECT V V .. . Robert VArden V CONTR Russell Grosse Development ENGINEER . ' ' SUBCONT . V VV V V V V V V V'. .,_ - _V Munger Iron V •' . - DESCRIBE MTL. (TYPE. GRADE. SOURCE) ' . V - . LAB TESTING SAMPLES •V - V A36 Steel aructures-Welding -wire AWS/NR21 .-E71T ' V REPORTING REQUIREMENTS: Only one permit no. reported per shet. Identify type of work,-item & specific area inspected (floor, gridlines, etc.); identify all joints when inspecting welds and bolts; identify accepted/rejected work by item and specific location; record all job problems and DISCUSSIONS with Contractor, Architect, Engineeretc.; record amount of material placed and samples taken; write certif ication of work, referencing applied code, specifications, and approved plans and/or shop drawings.. - V, INSP. DATE V • 3-23-88 V VV V V V _V V - (8:00AM V. - 'V V - • - - VV Welder: John.Hilderbrand of Münger Iron Works Welder is, qualified and .has current' Certs from Pennisula Weldi ng Lab, Alaska - r AWS 83310701 V 6G ANSI 'FCAWB 31.3 SMAW P107 , _ ,' . - , V VV V V - :e'am'tocolumri welded with' FCAW E71T Lincoln NR 211' 5V/64 SheetS9'W12:x 22 ' , - • V Col El 4/21- ConnéctionW-10 x 49 -EL 16/21,' " V W lOx 19 - EL 7/21 1 W 10 x33 V , , - To W 16 x 26 Cross Beam V ' '•' 'f. ., V 1 V" V ' : , ''Sheet #20 Upper Level 15/20, Center 13/20';' 15/20'" . Detail . , .........' .' •'' V V • V - V V V ________ V I V V -. V VV , •V , V • V - V, - :. '--- -, V •V;V_V;7__VV_.'VS_ ________ '' V ' •, •V • , V • V V 11:30 VAM,Special'inscth ite ,',I.•V;. V V ••V .. - -•- ":',.j' ''., .CityInspecbr .. V Al 4 MAN 1988 ,A4.. ' • .; ; " 1 .. . .. '' t ,, • ç CE ol 04 ________________ _______ - •V .Lf3q.' Sina(urt Special Inarector .' , Date of Report - V V , certification Number RIR/104 fl \ PROFESSIONAL REGISTERED INSPECTIONS, INC. 7895 convoy court, san diego, caiifornia 92111 H I) INSPECTIONS • TESTING • ENGINEERING TEST REPORT 7,1374 E 292.p660 M4f 1988 C-1. ,., 6Ulkjing 't.\ ePartlnent JOB NO. 417 JOB ADDRESS 2677 - 2679 OCEAN STREET PHONE OWNER CONTRACTOR RAY WHITE CEMENT CLIENT_______________________________________________ RUSSELL GROSSE DEVELOPMENT ENGINEER._______________________________ WANG K. YOUNG ARCHITECT ROBERT ARDENT BLDG. AUTH. CITY OF CARLSBAD -. INSPECTOR ____ FATHI MOHAMED PERMIT NO. 86626 PLAN FILE FIELD LOCATION OF SPECIMEN SAMPLE OF: CONCRETE IN JOB OR STRUCTURE: BOAT STORAGE DECK & TERRACE MIX NO. 76P' MADE BY FATHI MOHANED PROPORTIONS 6 SACK SLUMP 511 ADMIXTURE POZZ, STEAROX ADMIX DATE MADE 2/17/88 TYPE OFCEMENT II 2/19/88; DATE RECEIVED CONC. SUPPLIER ESCONDIDO READY MIX SOURCE OF ROCK TICKET NO. 304189• . INSPECTOR SIGN FATHI MOHANED LABORATORY TEST DATA AGE TFSTn flAV 7 nAvQ 21 flAVC flAVC SPECIMEN MARKINGS 66192 66193 66194 DATE TESTED 2/24 3/09. .. 3/16 AREA — SQ. IN. . 28.28 - 28.28 ULTIMATE LOAD - LBS. . 62000 96000 UNIT STRESS - PSI 2195 3395 SPECIFIED STRENGTH AT 28 DAYS - PSI 1 .3000 DISTRIBUTION: RUSSELL GROSSE DEVELOPMENT CITY OF CARLSBAD eJ4/ ENGINEER ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: 5i'TEME1 -2A ,'?#p JURISDICTION: C.',.', fir PLAN CHECK NO: ',sJ PROJECT ADDRESS: PROJECT NAME: SjrAcq jp LI DFILE COPY .D1JPS flDESIGNER __ The plans transmitted herewith have been corrected where F.I3 necessary and substantially comply with the .jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified .. are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person.. The applicant's copy of the check list has been sent to: YJI Esgil staff did not advise the applicant contact person that " plan check has been completed. 9 Esgil staff did advise applicant that the plan check has been completed. Person contacted:______________________ Date contacted: Telephone # REMARKS: By: Enclosures: - Dates Jurisdiction eL6'' Prepared bys o Bldg. Dept. VALUATION AND PLAN CHECK FEE 13 Esgil PLAN CHECK BUILDING ADDRESS - ze.-', rr APPLICANT/CONTACT PHONE NO. -- BUILDING OCCUPANCY - lZ-3 DESIGNER PHONE____________ TYPE OF CONSTRUCTION _ CONTRACTOR PHONE___________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE REs)I51J Jo.i, &'z.71 /#e. Air ConditioninE Commercial . Residential - Res. or Comm. Fire Sprinklers Total Value Building Permit Fee. $_ Plan Check Fee $ . $ 18-fl COMMENTS: ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560.1468 Si - DATE: JURISDICTION: QV rALA PLAN CHECK NO: PROJECT ADDRESS: I7) PROJECT NAME:___________________________________ PLAN CHECKER FILE COPY UPS DESIGNER fl The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. n The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. ! The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: .SAE - ON &E zr7 IA.. HILL LR6T DR LJC.ADIA1 cA 0_02-4- D Esgil staff did not advise the applicant contact person that plan check has been completed. D Esgil staff did advise applicant that the plan check has been completed. Person contacted:______________________ Date contacted: Telephone #cz 22-t REMARKS: Enclosures: By: I 2/Zf Citp of CarIbab A. PLANS I. Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: _L e,01ZFoe=r1r1J q320 g.5APEP4.E Oi? JIUS LDEGo, (.4LIO,M IA 2.tZ.' -- i4S JURISDICTION: RL Datej.t-,p1, PROJECT ADDRESS:_______________________________ TO:LJp,. 1 - OL) 2.) ts, ILLC/1 OR. jto2,.4- PLAN CORRECTION SHEET Planr Check No. _-_ Date plans received by the jurisdiction________ Date plans received by plan checker Date.il plan check completed By, (,Aey FOREWORD: PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items e4e4ed 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. Per Sec. 303 (c), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. 2. 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. tTITJTh'ITh'I- IN MOM F. 10- RVAPRE "TWT-M R Er pLiiI1 FROM ITArIvrOTA31I VMS - - WA.U.. I F ViPL' eXcEt &irr- c'-€. 1),TtJ vmiwUvn viOTh A'2o -roe OL'IOVJI,)c, cEM RIMa&i,) 10 ea RE~6oLmEp for4 1131TIAL, LA 01.J7ACr IF oU 140W6 A04 R: rr.M1 111 oU/ EAu)A(f. cio M I A NVA4=M con, oU) ACCO55 10 Pu 144- 1 co *- 1 G i (cca. t. M Cri.i. - IE.us% ll> c14rw Co.gcf i ( I -i.e-vs 2- 1?,MA 4WA TO MA/,r6-R SAM4 e. I4ar 3:UB1 ptcr Oo ' - Al. 0 -A" iLII1L1L u./ (Air O - 4 && --70 I AA)(. 1, ø 4 ic;to 4ouI 6 ici EAfl& ! (esi 4&D SjutCE OF £OP t)5Tt J!L. 9ROJPD fOfYWjThO oJruT wMPfrIQ i4'tJAL47%( ØL6' Y1Ai,) WOU661(m)r4ir W,066 i.L)Pt4 ARE - Pn(-rE co pm - VROJI019 (ç1 JouJ DUL..E') ucci evi WiWiI sJp,JOc flL -nrnjio dc.. rAPc1ck -nffij- ii'PccP - Jo/op fFcoP UitDUL1 4AOS ,IcuLr1 wI-rr+ icoPrnPflo) A' cWN ô) - i too (.L.4 toaTa 4orns wirjooca6 r 11W tn'a OtJ Rt.c.4 - f. A-c.). MwD6 f)rPf.rnkfle.. %loL(rtA) t&} wigionvisIcbrom - &R-6 J'D Im 'CJL pQ rT?rflOi)S 'r OrAflA-1 11itJ( ccfrr od (.ALA- 117 rLAiJ 1b ui ADEcUm iWfl i Q-o I050Lf1ib Iiu,m - ¶zncz 'L,clb ftAl?J (tcc , ouiM foJ ¶% PAi -h 5TAi.rr1A '/o fcsr iECC..'f ( c. lAIr- w/ -rA cc4--A ro k vPir1Urfl se, /\ - q.4€{u (O_ t. - (rJt;4c I)<rdO Tmir Of aI\M — At,6b D 'criôi 4- b) PER LEI)dT)oA- ?I( ,- iuc Ewc..k ,(CF -DS c' LtMIT4-r)rJ - I( 4II4. c)c ctvA(ç (. UEUEL- i'., co%Jt9 - C*Wpec (rm\ flFrPL (-F. tik-T & 'J&L 90e- cPI tl - tP1 (At)O1 2A) S TTIE' (f A'tiIFcs n 44Cfln) I1( (4 " O (orPL)E5 A1RwvVl - gui vt tu (1R 4Cfl 0$ 71 ) SVtb-n~,L_)RIA i, / b M - P cR -tABI -z - Logiucu... Jf\LL 4t7UJtU' .VbG VJ WD vr - coFPor -i-- OR I2ryt 602-1 L(,A5S iOC.L C.yvO Ot ?.c (Z4 'J4D P11PtiT1cft'&i O_ ___ ) 'uA c.AA(aft1. Wii'11tffr- Ac- - Datez Jurisdiction Prepared by Bldg. Dept. tf 41kFL VALUATION AND PLAN CHECK FEE j Esgil PLAN CHECK NO. BUILDING ADDRESS -_Lr4 L& \/Pi r3 APPLICANT/CONTACT PHONE NO.________________ BUILDING OCCUPANCY -Q-/ r1-1 DESIGNER PHONE____________ TYPE OF CONSTRUCTION CONTRACTOR PHONE__________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE UJiM ______ 441 oM- -- pci. Air Conditioning Commercial - Residential ___ @_- .40 - Res. or Comm. Fire Sprinklers Total Value Fee Adjusted To Reflect 0 Energy Regulations (Fee x 1.1) OHandicapped Regulations (Fee x 1.065) Buildiri6 Permit Fee. $_ W13 .0o Plan Check Fee $ . $ fl oS.45 COMMENTS: 8/4/82 Date 17-S, CITY OF CARLSBAD Prepared by Bldg. Dept. (aLt /If}tL VALUATION AND PLAN CHECK FEE o Esgi]. PLAN CHECK NO. 'I: BUILDING ADDRESS I r - Li (tc-rf IA1j; 4 -5 APPLICANT/CONTACT cuL()Th PHONE NO.________________ BUILDING OCCUPANCY - I2-'' /1W-I DESIGNER PHONE____________ TYPE OF CONSTRUCTION V - AJ CONTRACTOR PHONE__________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE Air CondjtioninE Commercial - Residential Res. or Comm. Fire S,rinklers • Total Value '3&( Fee Adjusted To Reflect 0 Energy Regulations (Fee x 1.1) 0 Handicapped Regulations (Fee x 1.065) Building Permit FeeS t 11.75.50 Plan Check Fee S C 0 H H C N T s f' C Ctt4 Pk C11L) 8/4/82 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619)560-1468 DATE: CTI JURISDICTION: rS' TIp rEHEC DFILE COPY PLAN CHECK NO: - . nuPs DDESIGNER PROJECT ADDRESS: 2,774.'.:2 PROJECT NAME: 1pJ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified - are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. n 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. 0 The applicant's óopy of the check list has been sent to: Esgil staff did not advise the applicant contact person that plan check has been completed. U Esgil staff did advise applicant that the plan check has been completed. Person contacted:________________________ Date contacted: Telephone #________________ REMARKS: By: Enclosures:___________________ ESGIL CORPORATION ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619)560-1468 DATE: N.2, i' UAPLT-._.. EFtJRISDICTION JURISDICTION: CITY OF CARLSBAD OPLAN CHECKER 0 FILE COPY PLAN CHECK NO: R<2%T 0 131'S []DESIGNER PROJECT ADDRESS: --j -77 PROJECT NAME: D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply D .The the jurisdiction's building codes when minor deficien- cies identified - are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies 0 identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is the jurisdiction's copy for your information. The plans are being held at Esgil. Corp. until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: au am Esgil staff did not advise the applicant contact person that 11 plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: CIor Date contacted: Telephone #j,-3tq' REMARKS: BY: ESGIL CORPORATION Iiji7/ ENCL.jri ®L11A tS.As'&fl tu.IilDI I .. PLAN NO. 16'- d-zil Date initial plan check completed: I.) A IJ,1:4 Ki . ',I i t7_I2_Ig/ By: Ae\1 TO: Skco AjeAJa iYcn3 Cc PLAN UAOCE1 SINGLE FANnY AND WPLRE DVUJJM Date plans received by jurisdiction: Ii It 7/Fe! Date plans received by Esgil Corporation: 11117 Applicant contact person: C(c' Telephone: A/7,&'3 141 PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, Nationals Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. Present California law mandates that residential construction comply with Title 24 and the following model codes: 1982 UBC (eff. 7/1/85) 1982 UPC (eff. 10/1/85) 1984 NEC (eff. 10/1/85) 1982 UMC (eff. 3/1/85) The above regulations apply to residential construction, regardless of the code editions adopted by ordinance. The circled items need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), 1982 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed un the recheck nrocess • note on this list (or a copy) where each correction item has been addressed i.e. • mien sheet, smecification. etc. Be sure to enclose the marked up list when you submit the revised mlans. : PAL ARE JET IN amu AS PAM RAFflE NO MNS NMI= CMM== WREE Carlsbad List 10, Single Family Dwelling and Duplex With All Supplements 1 3/25/86 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 returned to you by the jurisdiction, to: Esgil Corporation, 9320 Chesapeake Drive, Suite #208, San Diego, California 92123, (619) 560-1468. Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: The jurisdiction's building department. Indicate on the Title Sheet of the plans, the name of the legal owner and name of person responsible for the preparation of the plans. Section 302 (a) 7. Plans, specifications and calculations shall be signed by a California state licensed engineer or architect. (California Business and Professions Code). Indicate distance from center line of street or alley to property line and distance from property lines to proposed building. Section 302 (c). B. Walls closer than 3 feet to property lines shall be one-hour rated construction, have no openings, and shall have 30 inch parapets when the building floor area exceeds 1,000 square feet on any floor. (Table 5. A. Section 1709 (a)). 4. Projections, including eaves, may not extend more than 12 inches into the 3 foot setback from the property line. Eaves over required windows shall be not less than 30 inches from the side and rear property lines. Section 1710 and Section 504 (a) and (b). Plastic skylights shall not be installed within 8' of an exterior wall located where openings in such exterior wall are prohibited or required to be protected. Section 5207 (a) 7. Projections, including eaves, shall be Specify on the Title Sheet of the plans the one-hour fire-resistive construction, heavy gross floor area of each element of this project timber or of noncombustible material if they including dwelling, garage, carport, patio, deck project into the 3' setback area from the and balcony. Section 302 (c). property lire. Section 1710. Rj Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1982 UBC, UMC, and UPC and 1984 Submit fully dimensioned plot plan drawn to scale showing location, size, and use of all existing and proposed structures on the lot. Identify property lines and show lot dimensions and all easements. Show location of all cut or fill slopes and approximate finish floor elevations for all structures and show elevations at all lot corners. Section 302 (c). 2 3/25/86 6j) Show location of permanently wired smokes detector, centrally located in corridor leading to sleeping rooms or above stair if sleeping rooms are on upper level. Section 1210. )4. A smoke detector shall be installed in the basement of dwelling units having a stairway which opens from the basement into the dwelling. Such detector shall be connected to a sounding device or other detector to provide an alarm which will be audible in the sleeping area. Section 1210. .:. Habitable rooms, other than kitchens, shall contain at least 70 square feet of floor area. Section 1207 (b). () Window area must be at least 1/10 of the floor area and a minimum of 10 square feet per Section 1205 (a). Appears to be deficient in 2 (4 fi. Openable window area in habitable rooms must be 1/20 of the floor area and a minimum of 5 square feet. In bathrooms, laundry rooms and similar rooms 1/20 of area is required and minimum is 1.5 sq. ft. (Section 1205 (a)). X. At least 1/2 of the common wall must be open and have an opening not less than 25 sq. ft. if light and ventilation is being supplied from an adjacent room. Section 1205 (a). 4. Required windows shall not open into a roofed porch unless the ceiling is at least 7 feet and the longer side is at least 65% open. Section 1205 (a). Gj. Provide mechanical ventilation capable of providing five air changes per hour in bathrooms, water closet compartments, laundry rooms and similar rooms if required openable windows are not provided. Section 120 (a). bdis, (lojev-.cIeer) A l.tk I (bkee urL) t IootI ,its let ,atJ,iroo$is /1. No habitable room, other than a kitchen, shall be less than 710" in any dimension. Section 1207 (c). Show that ceiling height for habitable rooms is a minimum of 716". Section 1207 (a). X. Show ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimum of 7'01'. Section 1201 (a). 3 3/25/86 f ye'. Dimension on the plans, the 30" clear width or water closet compartments and 24" clearance in front of water closet. Section 511 (a). X. Specify safety glazing for glazing in hazardous locations such as glass doors, glazing adjacent to such doors and glazing adjacent to walking surfaces • Section 5406. 206 Glazing, in the same wall plane as a door, must be safety glazing if within 12" of the door and less than 60" above the walking surface, unless the glazing is leaded on faceted lass. Section 5406 (d) 7.17411 7'. Glazing In shower and tub enclosures shall be tempered, laminated or approved plastic (including windows within 5 feet of tub or shower floor). Section 5406 (d) 5. ed Sleeping rooms shall have a window or exterior door for emergency exit. Sill height shall not exceed 4411 above the floor. The window must have an openable area of at least 5.7 square feet with the minimum openable width 20" and the minimum openable height 24". Section 1204. A mezzanine is an intermediate floor and may not have a floor area exceeding 33 1/3 percent of the total floor area in the room below. The mezzanine floor must have a clear height of 7 feet, above and below, and must have the long side open to the room below except for posts and protective walls or railings not exceeding 42" in height. Section 1716. The loft you show does not comply as a mezzanine floor and is, by Uniform Building Code definition, a story. Section 1716. D. XKM. SIAIIAYS, AND RAUMIGS Floors above the second story shall have not less than 2 exits. Section 3303 (a). - ,,3,f. Required exit doorways shall be not less than 36" in width and not less than 618" in height, and shall be capable of opening at least 90 degrees. Section 3304 (e). (3). Provide 36" high protective railing for porches, balconieS, and open sides of stair landings. Openings between railings shall be less than 611. Section 1711. 34 Show how guardrail connection details are a equate to support 20 pounds per lineal foot at a right angle to the top rail. Table 23-B. () Provide stairway and landing details. Section 3306 (b) & (c). Maximum rise 8" and minimum run is 9". b. Minimum headroom is 66". C. Minimum width is 30". All, handrails per Section 3306 (j), shall satisfy the following: Provide handrail for stairways with 4 or more risers. Handrail shall be 30" to 34" above the nosing of treads. (j) The handgrip portion of handrail shall be not less than 1 1/4" nor more than 2" in cross-sectional dimension. (See attached). 4 3/25/86 )'f. Every stairway landing shall have a dimension, measured in the direction of travel, at least equal to the stairway width. Section 3306 (g). A door may open over a stairway landing provided the door, in any position, does not reduce the clear area of the landing in the direction of stairway travel, to less than one-half the required width of the stairway. Section 3306 (g). X . A door may open inward at the top step of a stairway provided the top step is not more than 7 1/2" lower than the floor level. Section 3304 (h). J4. Provide details of winding stairway complying with Section 3306 (d): Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from where the treads are narrowest. Maximum rise is 8 inches. C. Minimum width is 30 inches. X. Provide, spiral stairway details, per Section 3306 (f): Minimum run is 7 1/2 inches measured at a point 12 inches from where the treads are the narrowest. Maximum rise is 9 1/2 inches. C. Minimum headroom is 6 feet 6 inches. Ji1. Spiral stairways may not be used for required exits when the area served is greater than 400 sq. ft. Section 3306 (f). Spiral stairways must have a clear walking space of 26 inches between the column and handrail, show dimension. Section 3306 (f). r. Provide I.C.B.0. Research Report and Number metal stairway, or submit plans and calculations and approved fabricator registered with the building department or note that the stairway fabrication shall be done under special inspection per the approved fabrication plans. Section 306 (a) 4B and Section 306 (f). r In buildings over 2 stories in height, ide 3/4 hour fire-rated assemblies for all openings in the exterior wall below or within 10 feet horizontally of an exterior stairway. An exit balcony with 2 separated stairways is exempt. Section 3306 (1). de Exterior stairways shall not project into 3 foot setback from the property lines. Section 3306 (n). The walls and soffits of the enclosed usable space under interior stairs shall be protected on the enclosed side as required for one-hour fire-resistive construction. Section 3306 (a). K. Roarm Specify roof slope. 0. Roof slope is not adequate for roof type specified. Table 32-B; Section 3203 (h). 9;pter Specify roof material and application. 32. ,4. Specify I.C.B.0. or U.L. approval number for roof materials not covered in U.B.C., e.g., title, etc., Section 107. The maximum slope for a fire retardant built-up roof, with rock or gravel surfacing, is 3 inches in 12 inches, Section 3203 (e) 2. The minimum slope for a fire retardant built-up roof, with cap sheet surfacing, is 1/2 inch in 12 inches. Section 3203 (e) 3. e.. Specify minimum 1/4 inch per foot roof lope for drainage or design to support accumulated water. Section 3207 (a), Section 2305 (f) and Section 2511 (d) 6. t-c Show roof drains and overflows. tion 3207. Provide skylight details to show compliance with Sections 3401 and 5207 or provide I.C.B.0. approval number. Plastic skylight must be separated from each other by at least 4 feet. Section 5207 (a) 6. 58. Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attic area. if at least 50% of the required vent is at least 3 feet above save vents or cornice vents. Show required area and area provided. Section 3205 (c). F. MASONRY Provide fireplace construction details or note construction to be per attached fireplace standard drawing. Chapter 37. ,Ø. Show veneer support and connections in Seismic Zones 3 and 4, comply with Section 3002, 4, 5, 6, and Section 2515 (a) regarding ties and #9 wire in horizontal joints or show construction to be per attached sheets 30-1 or 30-2. - S 3/25/86 Show height and construction details of all masonry walls. Chapter 24. 2. Note that cleanout openings shall be provided at the bottom of all cells to be grout filled over 4' in a single pour. Cleanout shall be sealed before grouting, after inspection. Section 2414(a) 8. () Show floor and roof connections to masonry walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Cross grain tension or bending in wood ledgers is not permitted. ?o"J e Section 2312 (j) 3. A. 6. Provide details for damp proofing the foundation walls, below finish grade, where useable space exists on the interior side of the walls. Section 1707 (d). ,Ø. Show a minimum 2" air space and flashing between planter and building walls. Section 2516 (c) 7. G. GARACK AND CARS Garage requires one-hour fire protection on the garage side of walls and ceiling common to the dwelling. Table 5. B. Section 503 (d). All elements supporting floor above garage, including walls supporting floor joists, to have one-hour fire-resistive protection on the garage side. Section 503 (a). tor Show 1 3/8" solid core self-closing door openings between garage and dwelling. Section 503 (d). 4quire . Openings between carport and residence self-closing doors and stationary windows. Section 1214. 7 Show garage framing section, size of header garage opening, lateral cross bracing at plate line, method of bracing garage front, and holddowns if required. Chapter 23. NOTE: Maximum shear panel ratio of height to width is 3 1/2 to 1. Table 25-I. r,or Doors may open into the garage only if the or landing in the garage is not more than 1/2" lower than the door threshold. Section 3304 (h). Provide an 18" raised platform for any FAU, water heater, or other device in the garage, which may generate a flame or spark, UMC Section 508, UPC Section 1310 (a). B. PTNDATION xux1 7'. Per soils report, note on the plan the soils classification, whether or not the soil is expansive, and note the allowable bearing value. Section 2905 (c). 63) The foundation plan does not comply with the soil report recommendation for this project. Please review the report and modify design, notes and details as required to show compliance. ,(. Provide notes on the foundation plan listing the soils report recommendations for foundations, slab and building pad preparation. Garages are not permitted to open into a room used for sleeping purposes. Section 1104. 6 3/25/86 ,'l. The soils report recommends excavations be reviewed by soils engineer. 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; the foundation excavations, formings and reinforcements comply with the soils report and approved plan". Show height of all foundation walls. Chapter 23. Show height of retained earth on all foundation walls. Chapter 23. ,d. If cut or fill slopes exist, show distance of foundation to edge of cut or fill slopes and show steepness and heights of cuts and fills. Chapter 29. PC Note on plans that wood shall be 6" minimum above finish grade. Section 2516 (c) 7. Note on plans that surface water will drain away from building and show drainage pattern and key elevations. Section 2905 (f). X. Dimension foundation per U.B.C. Table 29A: Floors Supported* Stemwall Width Depth 1 6" 12" 12" 2 8" 15" 18" 3 10" 18" 24" *Foundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. 7 3/25/86 Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3. Show foundation bolt size and spacing. Section 2901 (e). () Specify size. I.C.B.0. number and manufacturer of power driven pins. Show edge and and distance and spacing. r & cL Section 306 (f). P— 4 PK If required by structural calculations, show size, fmbedment and location of hold down anchors on foundation plan. Section 2312 (f). If hold downs are required by calculations, note on plan that hold down anchors must be tied in place prior to foundation inspection. Section 305 (e) 2. - p. Show adequate footings under all bearing walls and shear walls. Section 2907 (b). X. Show on the elevations, stepped footings for slopes steeper than 1:10. Section 2907 (c). 71. Show minimum 18" clearance from grade to bottom of floor joists and minimum 12" clearance to bottom of girders. Section 2516 (c). . Show pier size, spacing and depth into (undisturbed soil. Table 29-A. Show minimum underfloor access of 18" x 24". Section 2516 (c). Show minimum underfloor ventilation equal to 1 sq. ft. for each 150 sq. ft. of underfloor 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). Specify that posts embedded in concrete shall be pressure treated per UBC Std. No. 25- 12. Section 2516 (c). Show wall bracing. Every exterior wood stud wall and main cross partition shall be braced at each end at least every 25 feet of length with 1 x 4 diagonal let-in braces or equivalent. Section 2517 (g) 3. X. Note cross bridging or blocking. Floor joists and rafters 12" or more in depth shall be supported laterally by bridging at intervals not exceeding 8 feet, unless both edges are held in line. Sec. 2506 (g). 9)'. Show blocking at ends and at supports of floor joists, and for rafters at exterior walls. Section 2517 (d) 3. Show solid blocking at ridge line and at exterior walls on trussed roofs. Section 2506 (g), Section 2517 (h). )0. Show double joists. Floor joists shall be doubled under bearing partitions running parallel with the joists. Section 2517 (d) S. 1. Bearing partitions, perpendicular to IX joists, shall not be offset from supporting girders, beams, walls or partitions, more than the depth of the joist. Section 2517 (d) 5. 19t. Show rafter ties. Rafter ties shall be spaced not more than Se feet on center and be just above the ceiling joists, where rafters and ceiling joists are not parallel. Section 2517 (h) 4. Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2517 (h) 5. 8 3/25/86 (. Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). 0. Show double top plate with minim e 48" lap splice. Section 2517 (g) 2. PC Show nailing will be in compliance with 'Iable 25-Q. J. Show or note fire stops at the following locations per Section 2516 (f): in concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals along the length of the wall. at all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; C. in concealed spaces between stair stringers at the top and bottom of the run and between studs along and in line with the run of stairs if the walls under the stairs are unfinished; and d. in openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. Show stud size and spacing. Maximum allowable stud heights; Bearing wall: 2 x 4 and 2 x 6 max. 101; Non-bearing: 2 x 4 max. 141, 2 x 6 max. 201. Table 25-R-3. Studs supporting two floors, a roof and ceiling must be 3 x I. or 2 x 6 at 16" o.c. Table 25-R-3. Zth . Note an A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the building inspector prior to erection. Section 306 (f). Detail all post to beam and post to footing connections and reference the detail to the plan. Section 2516 (in). V Detail shear transfer connections, luding roof and floor diaphragms, to shear walls. Section 2513. X. Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. (Tables 25 I, 3, K) and Section 4713 (d). Show 3" x 4" or 2" x 6" studs in first story of three story building. Table 25-R-3. Provide truss details and truss calculations for this project. 1)d. Provide roof framing plan and floor framing plan. Section 302 (a) 7. 1,. Provide framing sections through Section 320 (a) 7. 1. Specify all header sizes for opening over I' wide. Section 2517 (g) S. 319. Provide calculations for main vertical and 4iorizontal framing members and post footings. Section 302 (a) 7. 3(0. Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (9) 7. 9 3/25/86 iy(. Show on the plans all structural equirements developed in the structural calculations. 3I2. Columns and posts located on concrete or masonry floors or decks exposed to the weather or to water splash or in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting above floors unless approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. 3,2'3. Individual concrete or masonry piers shall project at least 8 inches above exposed ground unless the columns or posts which they support are of approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. (j. Show location of attic access with minimum size 22" x 30". Section 3205. 1)4. Show draft separation for attic areas 1etween units in a duplex. Section 2516 (f). )2'6. Wood stud bearing walls, with studs at 24" o.c., requite 3ea. 2x4or2ea. 2x6or2 ma. 3 x 4 top plates if supporting either floor members or roof trusses that are spaced more than 16" o.c. and do not bear within 5" of the supporting stud. Section 2517 (g) 2. 1;?'. Specify plywood grade and panel identification index. Table 25-N. S. When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). 0. If foundation cripple wall studs are less 'than 14" framing shall be solid blocking. Section 2517 (g) 4. 1)6. Cripple wall studs exceeding 4 feet in fiaight shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Section 2517 (a) 4. )31. Show plywood sheathing over exposed eaves, or other weather exposed areas, is exterior grade. Section 2516 (g) 3. )iz. Show a weep screed at the foundation plate line on all. exterior and stud walls to be stuccoed. Section 4706 (e). 3Z. Show corridor width to be minimum 36". 'Section 3305 (b). 14 Specify truss layout for 30" x 30" attic access. 1lj~. Ridges, hips, and valleys shall be at least one size larger than supported rafters. Section 2517 (h) 3. In open beam construction, provide strap ties across the beams at the ridge support. Section 2501 (b). J. NANICAL All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. (. Show thesize, location and type of all heating and cooling appliances or systems. 1,. Show source of combustion air to furnace, per Chapter 6, UMC. p(. Every dwelling unit shall be provided with heating facilities capable of maintaining a room temperature of 70 degrees F. at 3 feet above the floor in all habitable rooms. Show basis for compliance. UBC, Section 1211. 10 3/25/86 4. Show minimum 30" deep unobstructed working kpace in front of furnace. Section 505, UMC. (ZJ. Note on plans, clearances to be per manufacturer's listing. Section 504, UMC. 34. Furnace shall not be installed under any stairway. Section 704, UMC. Furnace shall not be installed in any 6edroom, bathroom or in a closet or confined space with access only through such room, unless specified as direct vent appliance, enclosed furnace or electric heating appliance. Section 704, UMC. Show I.C.B.0. approval number for prefab fireplace. Show access to the attic or underfloor furnace to be minimum 30 inches by 30 inches. Section 708 & 709 UMC. Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide. Section 708, UMC. C Show permanent electrical outlet and ting fixture controlled by a switch for the attic furnace. Section 708, UMC. y. Show details to comply with Section 709 (for furnace under the floor, or Section 710 for roof or outside furnace. .I9. Note on plan: Gas vents and noncombustible piping passing through three floors or less shall be effectively draft stopped at each floor or ceiling. UBC, Section 1706 (a) 6. ELMMUCAL (NATIONAL ZM=CAL CODE) All wiring shall comply with the National Electrical Code. pec . Show on the plan the amperage of the trical service, the location of the service panel and the location of any sub-panels. ]fii. Show location of all electrical receptacles. i. Electrical receptacle locations and/or spacing is not adequate in Show at least one convenience outlet other than outlets for laundry, etc., outdoors, in garages and basements. NEC, Art. 210-52. 4 . Note convenience outlets in bathrooms, outdoors, and in garages and basements (other than for laundry and similar equipment) shall be GFI protected, NEC, Art. 210-8. (). Note electrical system ground to be provided per NEC, Art. 250-81. P11Bfl (uiunaal PU1BE QOE) Show water heater size, type and location on plans. UPC, Section 1310. )51. Show source for providing combustion air to fuel burning water heater. If wall opening in an enclosure are used, at least one-half of the required opening area shall extend into the upper twelve inches of the enclosure and one-half within the lower twelve inches. UPC, Section 1307. 11 3/25/86 1). Fuel combustion water heater shall not be installed in bath or bedroom or in a closet opening into bath or bedroom. UPC, Section 1309. he Provide adequate barrier to protect water ater from vehicle damage. UPC, Section 1310. Show T and P Valve on water heater and show route of discharge line to exterior. UPC, Section 1001 (e). Provide dryer vent to outside. UMC, Section 1903. Note on the plan that hose bibbs and lawn sprinkler systems shall have approved backf low prevention devices. UPC, Section 1003. 34. Shower stall shall accommodate" odate a 30 circle and have a minimum floor area of 1,024 sq. in. UPC, 909 (d). N. NOISE DISULATI (mJPISE G. Show details' of duplex common (party) walls and floor/ceiling assemblies to achieve a Sound Transmission Class (STC) rating in walls of 50 decibles and on Impact Insulation Class (IIC) rating on floor/ceiling of 50 decibles. Title 25. (j. Show how penetrations of assemblies for piping, electrical devices, recessed cabinets, bathtubs, soffits, or heating ventilating, or' exhaust ducts shall be sealed, lined, or insulated to maintain required sound transmission rating. Title 25. See Provide insulation in walls and ceiling to achieve STC of 50 between garage and living area if garage use is not controlled by resident. Title 25. .1 0 State regulations (California Adman. Code) require that the design satisy one of the attached alternative energy packages or submit calculations. The law also requires that many mandatory conservation items be satisfied. frI. Show on the Title Sheet of the plans, the required elements of the alternative energy package that was selected, and next to each element show how you are complying with each element. If calculations were used, provide similar data on the plans. 1%. The plan sheet showing the required elements of the selected energy package, and listing the design elements showing compliance with that selected package, must be signed by either the owner or a licensed professional i.e., architect, engineer or contractor. A design professional must note his/her state license number. Section 1403 of Title 20. Show on the plans the "R" value for the walls, floors, ceiling and related areas. 63. Show double glazing as per Energy Design, on Glazing Schedule. W"ec &ffI Show on the plan how shading requirements are satisfied. 0. The plans are not in compliance with the energy conservation compliance package selected or design calculations provided. Show on plans conformance as follows: ® 'OUJ t&c..,f \M4efdJ b 12 3/25/86 Z Specify on the building plans all of the atory energy conservation requirements as listed on the enclosure titled, "Mandatory Energy Conservation Requirements". Show the size, type, make, model and location of the space heating (or cooling) system and provide heat loss calculations if the output BTU/Hr. exceeds 45,000. 0. CARLSBAD S.F.D. & DUPLEXJPPLX Energy conservation design should be for Zone 7 • See attached energy packages. 6. Floor drains must have auto-prime (city policy). 0. Note exhaust fans cannot be ductless type (city policy). 99. New residential units must be pre-plumbed for future solar water heating. Note "two roof jacks must be installed" where the water heater is in the one story garage and directly below the most south facing roof (City Ordinance No. 8093). Note "two 3/4" copper pipes must be installed to the most convenient future solar panel location when the water heater is not in a one story garage and is not directly below the most south facing roof. (City Ordinance No. 8093). 6J. All piping for present or future solar water heating must be insulated when in areas that are not heated or cooled by mechanical means (city policy). Incorporate the waterproofing details, on the attached Policy 80-8, where interior living space occurs below grade at the masonry wall(s). (). Show on the Title Sheet on the plans, the information required by the attached Developmental Services Sheet 102683. )P(. All new residential buildings, including additions, require a soils report. Please submit two copies. USC Adopting Ordinance 8792 requires Fire Retardant roof on all structures (Sec. 18.04.230). Show compliance with USC Section 3203(e). 4 . City Ordinance 9792 requires two park- ing spaces/unit with clear area of 201x20' 1.9. no washing machines, etc.. Show compliance. eea Heavy timber framing, minimum 6" x 10" and minimum 8" x 8" post, for the structural beam and column supporting the fire separation between the garage and living area above, is acceptable if shown on the plans. (city policy). Please see additional corrections, or remarks, on the following page. The City of Carlsbad has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan check for your project. If you have any questions regarding these plazcheck items, please contactk eL 4 at Esgil Corporation. If you have any questions regarding City Building permit procedures, please contact Carter Darnell at the City of Carlsbad, 1200 Elm Avenue, telephone 619/438-5525. Thank you. Enclosures: Si&!rtwt:t.c.,execsLAAIA U J4d'. t5 e 1nuf €rIoss o.rOuel eleL/4oi (sk, ea..p/ef 13 10/6/86 .€;L s1ow Ls)J1% : 2 r iii 4.1? b Lu.jeeitt A mic (' here t. rJe..I Poe, 2 i, ItJmiII, i'XIt*I bew (. e1)Iirui t\e 6e (pi L1 t#t )j t,./e fli,jef 'i6._I,oak'4 g -to L& /1 1IfLt/4/l4 ) /iLc & &otj\e ui,r (pef i'%O t%E!Lm,Je( c. Sec , 'lx ii (ci .c%r CAL 4 ' GLW( &SMlAC. 71 V 4fc2J- L 7Th :Ioo !' -eJ ov' 6 j tii 2,e,'b. MJ 1e.s'4 Meimber - 1.r 2i6(') Cl c' USC. Pf&4e.. C1"6- ' wet oo( XpAraRvA re--.'. s4 v - -(see-r p1l J4fl ! - /i (AI0J r-kp)reuw I.14 -1: p J1es2i/f - f Ld!r•.-7. 2.sni )ii.1p/lP7Q. 2.ç(io) FU.(MDG NOTES SPECIFYING MPiNDATOR! REQUIREMENTS SHOULD BE INCORPORATED ON PLAN S, OR CONTADW Viu, JOB SPECIFICATION ooa1MrIS. MANDATORY ENERGY CONSERVATION xrzXJIRilITS OF THE STAXE OF CALIFORNIA All heating, ventilating, air conditioning, and water heating equipment shall meet all of the requirements of the Appliance Efficiency Standards and shall be certified by the California Energy Commission. A two stage thermostat, which controls the supplementary heat on its second stage, shall be provided for heat pumps. Thermostats shall be equipped with an automatic setback, which the building occupant can program to automatically set back the thermostat twice in 24 hours. Equipment which requires preventive maintenance to maintain efficient operation shall be furnished with complete necessary maintenance information. All gas-fired fan type central furnaces, gas-fired fan type wall furnaces, and cooking appliances shall be equipped with an intermittent ignition device. All fan systems exhausting air to the outside shall be provided with backdraft dampers. (1) All transverse duct, plenum, and fitting joints shall be sealed with pressure sensitive tape or mastic to prevent air loss and shall be insulated to conform to the provisions of Section 1005 of the UMC, 1982 Edition. A vapor barrier is required in climate zone 1, 14, and 16. All manufactured windows and sliding glass doors shall meet the 1972 ANSI air infiltration standards and shall be certified and labeled. All swinging doors and windows leading to unconditioned areas shall be fully weather-stripped. (U) Storage type water heaters and storage and backup tanks for solar systems shall be externally wrapped with R-12 insulation or greater. The five feet of pipe closest to the water heater, if outside conditioned space, shall be insulated with a minimum of R-3. Steam and steam condensation return piping and recirculating hot water piping outside the building envelope shall be insulated in accordance with T20-1406(d). Lamps used in luminaries for general lighting in kitchens and bathrooms shall have an efficiency of not less than 25 lumens per watt. Showerheads and faucets shall be equipped with flow restrictors as outlined in the appliance efficiency standards and shall be certified to the Energy Commission. Masonry and factory-built fireplaces on exterior walls, shall be equipped with tight-fitting closeable metal or glass doors covering the entire opening of the firebox; a combustion air intake equipped with a readily accessible, operable, and tight fitting damper to draw air from the outside of the building; and a tight fitting flue damper with a readily accessible control. Insulation used shall comply with California Quality Standards. The insulation installer shall post. a signed certificate... Section. 216.. Insulation Certificate (All Occupancies). After installing insulation, the installer shall post in a conspicuous location in the building a certificate signed by the installer and the builder stating that the installation conforms the requirements of Title 24, Part 2, Chapter 2-53, and that the materials installed conform with the requirements of Title 20, Chapter 2, Subchapter 1., Article 3. The certificate shall state the manufacturer's name and material identification, the installed "R" value, and (in applications of loose fill insulation) the thinimum installed weight per square foot consistent with the manufacturer's labeled density for the desired "R" value. For infiltration control all openings and penetrations must be caulked and sealed, such as around windows, at sole plates, and openings for utility pipes and wires. Form ECH 3/5/86 CITY OF CARLSBAD Table 7. Alternative Component Packages, Climate Zone 7 Building Measure Package Designation - - - - - - - - - A BC 0 1 E 1 L 213 1 4 5 6 INSULATION R-VALUE MINIMUM Ceiling 19 30 19 30 30 30 19 30 19 30 19 Wall. 11 11 11 11 11 11 LI 11 11 11 ii "Heavy' Wall 2.5 2.5 2.5 MA NA 2.5 2.5 2.5 2.5 2.5 2.5 "Light Mass" Wall. 4.0 3.5 3.5 NA NA NA NA NA NA NA NA Slab Floor Perimeter MR 7 MR MR NA NR MR MR MR 7 MR Raised Floor 11 11 11 MA 19 MR MR 19 19 11 11 &rric3 MR MR MR REQ REQ REQ MR REQ MR MR MR RAZING •' Maximum U-Value 1.1 .65 1.1 .65 .65 .65 1.1 .65 1.1 .65 .65 Maximum Total. Area I NE. 14 14 20 20 20 24' 20 24 NE. NB. Maximum Total Nonsouth Area Z 9.6 NA NA NA MA NE MR NE MR. 8.4 9.6 Minimum Total South Area 1 6.4 MR NE. MR NE NB. MR NE. NE 5.6 6.4 ;HADnc COEFFICIENT South-facing Glazing MR NE. NE. MR MR NE NE. MR NE NE Nit West-facing Glazing MR NR NE. MR .36 NB. MR NE. MR NE NB. North-facing Glazing NE. NE. MR MR NE. MR N.D. NE NE NE NE. East-facing Glazing MR NE. NE NE. NE. NE NE NE. NE NE NE. HERMAL MASS EQUIVALENT .1 Slab Floor Exposed7i 8 50 NE. MR 25 5 25 25 20 15 NE. 50 NFILTRAIION CONTROL Continuous Barrier • NE NE. NE NE MR MR NE MR MR NE lectrical Outlet Plate NE. NE. NE MR NE. MR MR MR NB. MR MR Gaskets .ir-To-Air Heat Exchanger MR NB. MR NB. MR NB. NE. MR NB. NE NE PACE HEATING SYSTEM Gas Furnace Seasonal Efficiency I MIN HIM HIM HIM MIN HIM HIM HIM HIM Heat Pump ACOP 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 Electric Resistance" NO NO NO NO NO NO NO NO NO YES YES PACE COOLING SYSTEM A/C or Heat Pump SEER TER HEATING SYSTEM Ca', Heat Pump or Solar vith Any Backup REQ REQ REQ REQ REQ REQ REQ REQ Solar with Gas' Backup REQ REQ REQ Appendix B 3-9 C70 AC? iili.i%as a A S Table 17. Notes for Tables 1 through 16 LEGEND: NE - Not required, N/A - Not applicable, REQ - Required, MIN - Minimum efficiencies required by Section 2-5306 of the regulation. NO - Heating system type not allowed, YES Heating system type allowed. 3. Whenever an attic is required, it must cover at least three-quarters (3/4) of the ceiling area over conditioned apace and be vented. In alternative component packages which require thermal mass (other than Package A), the specified percentage of mass must be directly exposed to the conditioned space. To determine the floor area directly exposed to the conditioned space. To determine the floor area, count only the first floor in conditioned areas. Uncarpeted first floor areas, such as linoleum or tiled entry ways, kitchens, bathrooms, and utility closets may all be counted . towards this requirement. Thermal mass required for Packages E,1,2,3 and 4 must be either equivalent to a slab floor covering one-fourth (25 percent) of the floor area with a thickness of at least 2 inches and a volumetric heat capacity of 28 Btu/ft3 7 (see below for surface area of materials examples) or. provide the minimum total mass capacity listed in Table 17 of Appendix A (use the Point System to calculate the mass for other materials). 4" brick Concrete block 90 pcf Concrete block 140 pcf Climate Slab I exposed block density, block density, solid Zone Floor I one side grouted grouted - 4" 6" 4" 6" 15 21 —18 17 14 13 20 28 24 22 18 18 7 25 35 30 28 23 22 11. For Packages 5 and 6 electric resistance and radiant heating systems shall have two or more separately controlled zones in each dwelling unit. a I DEVELOPMENTAL SERVICES BUILDING DEPARTMENT 1200 ELM AVENUE CARLSBAD, CA 92008.1989 (819) 438.5625 THE INFORMATION LISTED BELOW MUST BE SHOWN ON THE TITLE SHEET OF THE PLANS FOR YOUR SINGLE FAMILY DWELLING Site Address Legal Description Assessor's Parcel Number Quantity of Grading in cubic yards Contact Person - Name and daytime Phone Number Circle any Planning Commission or City Council Action on this Property: Variance, Conditional Use Permit, Tract or Parcel Map, Zone Change, Planned Development, Redevelopment Permit, Specific Plan, -Site Development Plan PLAN CHECK NUMBER cd 112383 - *4 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: .M.1 JURISDICTION: CJ cr c (rufsr( PLAN CHECK NO: . PROJECT ADDRESS: 7,<774 2,(7g . PROJECT NAME:(J _U JURISDI FILE COPY UPS DESIGNER ED The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. ED •The plans transmitted herewith will substantially comply with the jurisdiction's building codes. when minor deficien- cies identified . . are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is 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: fl Esgil staff did not advise the applicant contact person that plan check has been completed. 00 Esgil staff did advise applicant that the plan check has been completed. Person contacted: •;I (rØç Date contacted:-r :7 Telephone REMARKS: . By: . Enclosures:__________________ ESGIL CORPORATION JURISDICTION: Date_________ PROJECT ADDRESS: 277 27? St TO: P-I (fOsSe cz,qçr, Ai; 1IfIchor4 , f, 920R PLAN CORRECTION SHEET Plan Check No. P'-. /2 Z Date plans received by the jurisdiction________ Date plans received by plan checker__________ Date initial plan check completed____ /97 ________ By. ç,,4 V1d FOREWORD: PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. 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. Per Sec. 303 (c), of the Uniform Building Code, 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 returned to you, by the jurisdiction, to: Es.I Cp. 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. ('1) ?.;A4' JrA4,I,c' à+ex4 r4 ,)I l... I&A r1At,a'J. to lo (Is.cc i? ta. 1$ i°a.vi! () Proy4e iA 1A s 4{ re'4eIEtAa's 'flip II c l& ro v,di Le -Riot. c,ec,f ML-7 ) ,,1cpe,eY A r ir-A.a,. r Per :i rptrt ,,,iI Gy,g UVOrA o( Ec ,)I9d E tJ '..) ' •' .a r/ ' _______ Ilk L) Dates !/?q Icc( Jurisdiction l', (Ic ,.l - Prepared by: o Bldg. Dept. '-I - .- " t-.' VALUATION AND PLAN CHECK FEE D Esgil PLAN CHECK NO.—',Q7- BUILDING ADDRESS 1-77 4 27? Or'ci APPLICANT/CONTACT 8;11 PHONE NO. BUILDING OCCUPANCY - - DESIGNER PHONE_____________ TYPE OF CONSTRUCTION - CONTRACTOR PHONE__________ BUILDING PORTION - BUILDING AREA VALUATION MULTIPLIER VALUE Air ConditionirtE Commercial . Residential Res. or Comm. Fire Sprinklers Total Value . Fee Adjusted To Reflect 0 Energy Regulations (Fee x 1.1) []Handicapped Regulations (Fee x 1.065) Building Permit Fee $_ s Plan Check Fee $ $ A1q, S3 /13.03 COM MEN TS: pf i3J r ENGINEERING CHECKLIST . Date: ig -22-87 Plan Check No. Project Address: 277-27? Oô Sr Project Name: — G,a,s,sff Field Check Date: By: • C) 0 C) D C) . LEGAL REQUIREMENTS . Od > W Site Plan LEGEND Item Complete Item Incomplete — Needs Your Action 1,2,3 Number in circle indicate plancheck number that deficiency was identified 1 EJ 0 1. Provide a fully dimensioned site plan drawn to scale. c.i m Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improve- ,o 0 ments, right-of-way width and dimensioned setbacks. 0.. E1 0 D 2. Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes, driveway and percent / (%) grade and drainage patterns. 121 0 0 3. Provide legal description of property. Eli" 0 J] 4. Provide assessor's parcel number. PERMITS REQUIRED Grading 0 0 Grading permit required. 0 El Grading plans in plan check PE O 0 Need the following completed prior to building permit issuance: 0 0 A. Grading plans signed. O 0 B. Grading permit issued. O D Grading completed. 0 0 Certification letter and compaction reports submitted. 0 0 Grading inspected and permit signed off by City inspector. O 0 8. Right-of-Way Permit required for work in public right-of-way (e.g., driveway approach, sidewalk, connection to water main,etc). 06 9. Industrial Waste Permit application required. To be filled out o completely and returned to Development Processing. FEES REQUIRED O io: Park-in-Lieu fees required. Quadrant: Fee Per Unit: Total Fee:______ O 11. Traffic impact fee required. Fee Per Unit: Total Fee: 12. Bridge and Thoroughfare fee required. Fee Per Unit: , Total Fee: 0 13. Public facilities fee required. 114. Facilities management fee required. 15. Additional EDU's required: 0 Sewer connection fee: Sevier permit no. 0 16. Sewer lateral required: REMARKS: O.K.toe.—— Date: 7P-7 If you have any questions about any of the above items identified on this plan check, please call the Development Processing Department at 1438-1161. w U 4.' PLANNING CHECKLIST Plan Check No. Address 2677-7? Qetj Sr Type of Project and Use Wu. Zone _ Use Allowed? YES NO Setback: Front Ofc. Side O/( Rear 0/(— School District: San Dieguito Encinitas Carlsbad 7'. San Marcos Discretionary Action Required YES NO Type Environmental Required YES NO Landscape Plan Required YES NO Comments DOD DOD Coastal Permit Required YES NO Additional Comments OK TO is DATE 7 iO-i7 > a) S PLAN CHECK NO.0 .-2? ADDRESS c27// 79 £ DATE 7ZiX PLANNING ZONE: -e"?7 TYPE OF PROJECT AND USE: SCHOOL DISTRICT: SAN DIEGUITO ENCINITAS CARLSBAD SAN MARCOS SETBACKS: FRONT (PLC.- SIDE REAR (Db DISCRETIONARY ACTIONS: 'Q.Q REDEVELOPMENT PERMIT REQUIRED: LANDSCAPE PLAN COMMENTS: Kaz L,or 502,i'i4ieo ENVIRONMENTAL REQUIRED: COASTAL PERMIT REQUIRED: YES ADDITIONAL COMMENTS: '214-AW. OK TO ISSUE: ENGINEERING LEGAL REQUIREMENTS LEGAL DESCRIPTION VERIFIED? JAW APN CHECKED?____________________________ "ff zjA EASEMENTS: EDU'S: 2.0 DRAINAGE:___________________________ IMPROVEMENTS: Fv'b GZ 4 — __________ F IELD CHECK DATE & INITIALS ?CodtZS'?? PERMITS REQUIRED GRADING:FV" d4J GRADING COMPLETION CERTIFIED: 10124 I DRIVEWAY:_______ INDUSTRIAL WASTE: FEES PARK-IN-LIEU QUADRANT: 'I , FEE PER UNIT:'7Q TOTAL FEE:______________ P.F.F.:(WpAftM9(QI TRAFFIC IMPACT FEE PER UNIT: 4 IoTAL FEE:______________ FACILITIES MCMI. FEE: BRIDGE & THOROUGHFARE SEWER FEE (CONNECTION):.ZccO4QeJX.~SEWER LATERAL: (,"J?rii'.4Q '!O ADDITIONAL COMME OK TO ISSU j6/ec DPD2 : DPD6: 1 O/24m6 ZONE: SCHOOL DISTRICT: SETBACKS: FRONT SAN DIEGUITO CK USE: ENCINITAS CARLSBAD SAN MARCOS SIDE REAR cr'/ TYPE OF PROJECT AND 111 C PLAN AD RESS DATE PLANNING DISCRETIONARY ACTIONS: REDEVELOPMEN T PERMIT REQUIRED:________________________________________________________ LANDSCAPE PLAN COMMENTS:___________________________________________________________ ENVIRONMENTAL REQUIRED: COASTAL PERMIT REQUIRED: YES ADDITIONAL COMMENTS: Ajamrlm eldAytwL ( - OK TO ISSUE: DATE:___________________ ENGINEERING LEGAL REQUIREMENTS LEGAL DESCRIPTION VERIFIED? ____________________ EASEMENTS: RIGHT- EDU'S: APN CHECKED? N:-.- DRAINA IMPROVEMENi \ FIE -D CHEC1 DATE & INI'qALS: PERMITS REQUID \ \ f GRADING: \ -_\ GRACING I COMPLETION CERTIFIED:________________ DRIVEWAY: _ \ _S\ INDISTRIAL WASTE:_________________________ \\ FEES REQUIRED PARK-IN-LIEU QUADRNT: , FEEER J IT: TOTAL FEE:_______________ P.F.F.: TIAFFIC IMPACT FEE PER UN T: TOTAL FEE:_______________ FACILITIES MGMT. FE\E: BRIDGE & THOROUGHFARE FEE:_______________ SEWER FEE (CONNECTIN): SEWER LATERAL:________________________ ADDITIONAL COMMENTS: OK TO c 9 7 DPD2:DPD6: 10/24786 RS'ELL W. GROSSE DEVE LOPMENT CO-;iNç, k0vi V, 13 Ii 1tr1inW1 T 5850 Avenida Encinas, Suite A -:- Carlsbad, California 92008 -:- Phone 619/438-3141 June 22, 1987 z122 City of Carlsbad Engineering Department /4 !, )VA coo Bob Wojcik 1200 Elm Ave. q-%;p7f Carlsbad, CA. 92008 Re: 2677 Ocean St. and 2679 Ocean St. P. E. 2.87.11 Grading Permit Dear Bb: With respect to the above mentioned Grading Permit and subsequent permits fran the City of Carlsbad to build our two unit condcxninium project at 2677 and 2679 Ocean St., I have enclosed a copy of the Amendment to Coastal Ccnimission Permit, signed by Adam Birmbaum, Coastal Caumission Planner. To summarize his letter, the accessory storage area which was referenced and which was a change to the original submittal to the Coastal Canmission was determined to be an immaterial change and therefore approved by the Executive Director. Please add a copy of this letter to your file so that when it is time to issue the building permit, you will know that the Coastal Ccrnmission has approved this immaterial change and no further Coastal Canmiss ion approval is necessary. Please call me if you have any questions. Sincerely yours, Bebe Grosse BG: j h Enc. cc: Fred Hunemueller, Western Land cc: Building Dept. Attn: Carter Darnell cc: Jlañfiing Dept.- Atth: Scott Evans Contractors License No. 378383 STATE OF CALIFORNIA—THE RESOURCES AGENCY GEORGE DEUKMEJIAN, Governor CALIFORNIA COASTAL COMMISSION SAN DIEGO COAST DISTRICT 1333 CAMINO DEL RIO SOUTH, SUITE 125 SAN DIEGO, CA 92108•3520 (619) 297.9740 AMENDMENT TO PERMIT Russel and Mary Grosse and Herbert and Mary Mooney 5850 Sunny Creek Road Carlsbad, Ca. 92008 Date: June 18, 1987 Permit Number 6-86-585 issued to Russell and Mary Grosse and -. Herbert and Mary Mooney has been amended to include the following change: originally approved. Access will be provided from the area between the patio and seawall by three doorways visible from the west. This amendment was determined by the Executive Director to be immaterial, was duly noticed, and no objections were received. This amendment will become effective upon return of a signed copy of this form to the District office. Please note that the remaining conditions are still in effect. Sincerely, Peter Douglas Executive Director By:__________s. ____________________________ I have read and understand the above amendment and agree to be bound by its conditions and the remaining conditions of permit number 6-86-585 Date ,—c'& t7 Signature AzAd ............ - ................................. ., - . . .. -----•..-.......--.--••-.--- ........--.-.••- ...........................--..-.-.•-----.----•.-....--•-.-. (0491N) . STRUCTURAL CALCULATIONS FOR Boat Storage At Ocean St. Condominiums Carlsbad, Ca. Prepared for: Russell W. Grosse Deve1oment Co., Inc. 5850 Avenida Encinas, Ste. A Carlsbad, Ca. 92008 (619) 439-0052 Prepared by: Universal Structures 5850 Avenida Encinas, Ste. El Carlsbad, Ca. 92008 (619)438-9696 U Date: May 7, 1987 P1.. o I CT. L 2 ,ob47 / r/.t.cr L45 /fi4- J3 A'O. 70t) ' I "3ao \ I .L.._LLL_ f.iJ .• - ....I_..1.;:: EL 2i I /o ____ __! i.. - ..• . !!I]'T1 _,'j .._.. r . 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OJ• 0.VZ • *S.& 0.62 1 137 2 27 .0 ig 1'aj •, pie e7oA1- -:- v2frd' 1' .€.ici (ltikL W4i J6 NO, 760ci I(H Cpdt. E1.jjALjWE5IO. LJ1J11) A I 1 .AN1ILEVFI2 Wiu r& / 1 / 4,Lw1Z 1 /t#isL 1 1 07 &9 O (1 Y4 /4 \AJ '5 (Do= o . 2.1 I I I j ZlG eA $ OT 'QIL ,00l'iL u'}' -cic 2.92 1 10 7ôc1 resr2c __ "_- I.I! / I IMM, %r J12 A, 47 7c1, 1 ,5/5 - VsJijr,ow F2'r" I JOB r SOWARDS ENGINEERING SHEET NO P.O. Box 517 ie. SOLANA BEACH, CAUFORNIA 92075 CALCULATED BY_• DATE T - . CHECKED BY DATE V . SCALE :: _t_ _ - '-o.•.-.-. I SI - 1 I I ((1 r'1?& A, Iiwou Fi P '_ tcc4 10 r ry j r LI I4)#4(1 iu OMU Wk1L LM15.& i. r............................ ........... . .......... .... ...... .....- 0..1V.- V................. \ I 1' _s, ,ife '.-z-pii' rd 4y Ii \ : - I I- ' (2 = Er i VA Vill ..!... ......j.........................................; .. . 10, '1- .L9nwV .... '... .......... ............\..............,................... .......... ..... . ..... i........ j ri I l1__ - r li I'I III ItII '- : 1r....I V.....V......._. .... : ; _r_ 4.:__i _______________ I 1U1(,_V...V. -ir- I 1 - - - Lj.. - .tbt I - I I 16 I- M0 4xIf?/t , 2,4bf,re I I ' I % to 26404 j ,,. — \* 3t rfj, Ih '1/r — - I 4OOF CALV I - I I jy I : iI_•!j, - SOWARDS ENGINEERING P. 0. Box 517 SOLANA BEACH, CALIFORNIA 92075 JOB $/ ST SHEET NO. OF CALCULATED BY DATE_ CHECKED BY DATE SCALE L....L............I........L ti........L ....L i!........L.....I.. L ... L..... L. 1...........................I....F)t !.i....../4.. -50 ir j........LP..16 I......V........4..V.. .... .. t 14 J 'C •• .. .. : ,_••. ............. 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I I F • F F F i I I I r '- r I I 'IJ JF' .j••••• I ..L•••i L F F F I V; SOWARDS ENG1NEEG P. 0. Box 517 SOLANA BEACH, CALIFORNIA 92075 1 11 JOB Oc*'i aleer SHEET NO. OF CALCULATED BY DATE____________________ CHECKED BY DATE RCALF L _J _._..L ... ....L.....-- -- 1...........Hi...................................I.................................................................... ...- ................ ,......... ..... .....L... .... ....1....L. ...........i....1... IIIIII.IIII1IJ..I.II.....I •• .... .... I..............................1..... .......... .... EE1E ........... ......... . . tA.:'.. ............. . ... i ... ..... .... ... ....... .... 7 - /j... . i h I .. 1/ 1 A I .............................. ......... ..........0 ..... ........ ..... ...... .... ........ - - I1III.t:II:IIIIIIIILr:rIIII.rIiI.I .......... ......:....ri1I1:r:rI1.:I1IIIr.I...JII:....rIII,IItIiII.IiI I -, !L[ I '6 li4o C.4VZ- , ' fL.L _______ .I., . ' • I 1TT _ 1 H HHHHr.1 . .... ....... ........ F ....... .......... ............................ ..... ..- ..... .................... ......... .. I __ I.................I............I .... . . ... . .11 ................................................. I ' .4............................................................................. ............... .:...... ........... ..... .....4...................... ... .... ..... i-......... .......... ...........________ ..... .. ... - ..v2iurtosJ........ _17Li -' STRUCTURAL NOTES 1. Contractor shall verify, all dimensions and existing conditions before starting work. Notify Architect of any discrepancies.' Imported fill shall be free-drainiAg granular material free from clay, organic material, trash or other unsuitable material. Compact fill to 90% of maximum density per ASTM D1556 and D1557. Concrete shall be regular. weight and shall contain a minimum of 61 sacks of cement per cubic. yard and a maximum of 6 gallons of water per sack of cemnt. Submit mix design for Architect's approval. . Concrete shall be cast in plywood forms and shall be mechanically vibrated. • No special inspection required. Wherèhorizontàl construction joints are employed,, surface of previously placed concrete shall be roughened by (a) sandblasting, or (b) by water blasting immediately after concrete has taken its initial set. Desired relief of exposed• surface aggregate is inch. Concrete to be cured 2 weeks minimum by: leave forms in place, Wet 'cure, or non-Staining, spray type curing compound, 2 coats, per mfgr's. i instructions. : 9.' Beach sand shall not be used as backfill for the seawall. SOWARDS ENGINEERING P. 0. Box 517 SOLANA BEACH, CALIFORNIA 92075 JOB iT. SHEET NO. 5 OF CALCULATED BY_____________________ DATE_________________ CHECKED BY DATE SCALE J 4................................................H............ ............................................/.......................................... L............................................ ........... ................. - ........................ ....-.........--.-......_..__ .........i,, ............................................-.-.... ............... ..... ...... ---. .......... ........ ........ .L .....................- .......... I - \. __I....._..__...,...J.... .....................I. .... - ..........1......... ...... ... ............ ,............-.... ........... ............... ............. .... .. ..-..1.............................. .- ..I...... ...... .........1.... ................................................. i-I .............. I I I I III j_ I I I ..j..........i......L................-........J.....J_.L .L.i....J4 XKI J.W.. ........... . ... .... ... ........ ...... ................4..................•.L.................J...........L..................4. ...... ..... i.,.......................... 01 3 I I L I - r I I I - a I I I I I I i ... I... I I L4,..L._ ..... ... ........ . ..... .... ..iii....F. i.iiii!r:. .t..::i ..j..••..••.•..••.•.•.•••1....... £ I .1 - I, I - f ! - I I r - I - - - I L. I - i -! i I I - I - I I - —I I I I I 3 _3 1_11____________I 1I !_1_.. SOWARDS ENGINEERING P. 0. Box 517 SOLANA BEACH. CALIFORNIA 92075 JO' SHEET NO 6 OF CALCULATED BY DATE CHECKED BY DATE SCALE 3 ... .... ... .......................- ................................ ..a-.....- .... .. ... .J ........... .... .1....i... 4... c4' .....- ................k t.;........ - ..........4 ........k......- .....j....................................1414.. W.+ x 1 iA* I 4i , 41 if ti E iI,1.*k. &I/CQ I e P..)T + ________ 4 I -................-- . ....... I................................4....f......................... 4...........................1............................. ........ .......... ............i............. ....... ... ............................................... ...................................................................................... .... .........,.. - r A j 1 I - - 1 I I I I I - r - -..- I... -. I 3 I. I I I I I I I I I 3 f I ........................................... ..... i........ ... .. I............................. ..... ....................................... ...... . ............. I...........L......... ..j,.. I : I I L y . I I I ........................................................................................................................I.......................................................................-r............................................................- S I - -. I I - I I I -. I I I I I 5 1 .. 3-. 3 - .- -.- - -. .- -. -. -. -. r I I I I SOWARDS ENGINEERING P. 0. Box 517 SOLANA BEACH, CALIFORNIA 92075 JOB SHEET NO. _'7 OF CALCULATED BY DATE CHECKED BY DATE SCALE I I ........... ..'u ....... .. 01, .. ..,. 11000 I ..... ..... ..... ........ .... ..... ....... ........ ,•li I ........L J..........J....................................................................................................................................................................- . ..............-............I............- ....- ......... :...±..i. I -I } i ..........J.............1....... .... j..... J......... .... i....... ....... ............... ........ ...................L,........i I I I : H iX5y/Z _1,,,,4%:L/,i I I ... . ç 24!! . I: I f ' I I T4psp 5.o' , 7o x o,L3 7t x = '2~ 445 f7Z , i,7"Ci'xS?.'pcc .< 1.d4' ! I .35Z dfaI5-:7'I •1 H rn4t; 4 - .I;I.I f STRUCTURAL CALCULATIONS FOR Beach House at ,c7; Ocean Street, Prepared for: Russell W. Grosse Develooment Co., Inc. 5850 Avenida Encinas, Ste.A Carlsbad, Ca. 92008 (619) 439-0052 Project Architect: Robert F. Ardent 1015 Chestnut Ave. A2 Carlsbad 434-4525 Prepared by: Universal Structures 5850 Avenida Encirias, Ste. E7 Carlsbad, Ca. 92008 (619)438.96 Date: October, 1986 I4\141/?U /7&7 L 0(0 1 41/0 Vv/TL'-4. Jfr- 4&tcw avoo _____ nrEz VE 3Z 4 / / A / i/o'c3 fi'O 1TYPE Z =J IL :ir::. •I R[ I-- ___ PF El WALL 4 r''rn W,4i, ,1/4i4/ L5I' ro 5' 5'M, 'Fl \ 4,•4 S. P S T,4MDftc 2J, i.I 1 r5R4ee (cLA5 I 1' 23L'3"tJ2.. /S4 ~'o..r" I u,iA TIDAl 14 064 14V4:LL2 7Aik/ 7° m 10/ z cS7/J.. NfOi2t1 q JAI 1pf-h-a- j7 g&. (/0P33K /0' I PVT k1hV r< / - 7LSt? .77-&4 WT. A17 To / dr x T,*, =- 1,32! 010 F,6'7 X .LI7 7 x XC7' f,9 43 )( 0.J. I7' ,790 U ye r.. / jJ2x/Od20 I •- CZ r3' ,Ifr,$Ovyj X<7 O f6'v d .:. Oc1/ ?''-" &1Lt Typ& 17 41 /1 • 4/7 408 7 ?- ,',,et (5cb coil:OD 74/L24rfofJ -do 4b I&:c 77, I -& rna / qbrnfAl To ,i 4_~ -ro Ll L4(4 J - - - - #4- p.f.T_.c. 77ó3E 1/__ t4 H7 &L6 A/ 41/uF a, •1.;. .f ':: 2 ?41;1' =,' 7 r7 d '' I / A1 ', VI?. " bcf'8i ",• I i4r c3cjT 2O7)/ 1- / / &vawbo WKI L 71YP6 JZ724J7) 2 __ . 4/ ?/Z 8T'//. '" 7%_ i'ithck / eri/ 4tlrZ X = , _ W = /-2 -' 444a c- S!) (f =,OV ~) 3 " mc4 .= 4g 3 f crZO , ti7'$ L' dTOX - K=do-i, -t.= .cmq t) 0 cl< . X - 47 71X62OY 2137' /.2 Q= /3"•• F ULf 4çj- 24" STRUCTURAL CALCULATIONS FOR Beach House at Ocean Street,TAn Prepared for: Russell W. Grosse Development Co., Inc. 5850 Avenida Encinas, Ste. A Carlsbad, Ca. 92008 (619) 439-0052 Project Architect: Robert F. Ardent 1015 Chestnut Ave. A2 Carlsbad 434-4525 Prepared by: Universal Structures 5850 Avenida Encinas Ste. E7 Carl sbad,Ca. 92008 (619)4389s / Date: October, '1986 -- L/4 b-''- /4izWT COVA/. WE TIZJ-F . p. 3w CC,A/o -,/tr/6 A/0, 'Os 2x'Lczrz TV— V zxL cL47 c&L ) ..; / - /LJLL2 LJ ----: 4cC •)r - ( ,. / nA-i CIW,-.. \;7/3 '/O 4,1,r - eO- 22 c373 OY ?I1)1 " 34 A1 3 - / dsE. , ll~ wi4#.z_. I -1 x Lijpi' i4?s5tI7 Ifflf L' v loz t1'22 167 — / 4 Px./x3,j h L - v_<3 1. 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(,V' elr4L X X?'•= 1,47 4 I, 443 Mr 41 t 77c _4fr•-p.,1 i-7yKyte' 333A3 - 2L0 icAl \"Ji LAt2 A ___ ' '- i - I JZ tz 4/4f ZZ- vi ~Of 3 Zo'I 2. • 1 - Cl • -z ON. ____ _______ • 1. z5/ aAlibO ( '4 71P6 (o) Zoila d2 '',4,/ i1iz, 8Tv'1/ 104-17 IO b aLvck / f ,- / -16 - ,0D7f/ J " /,4iz. • / I (t =OOV ZO - i23L. AZ- 3 = e-x/3t= 6g 5- /3J4d 2 cJ-o ,- 4/jX LfrLOX 2, 8 -,--122..,11 -w —pL4c-e aAr47 .4Z4 - ey f)-4L • -, ±4qX6 3b7 =7J7-", f=,678 At -zi. &4Z £S&-e/f Co/VI AI/7fcWL/ I 7'Z 'VO. t,or 6Pi2'2 27 2-1 / /4 7W /t -j -/t 3' t/d& tf" 4//I3zJ 7--G- - LI JE / MO ay / k$i _wTh eLu,1if 7A 97Z £341.1 10 / 75~ 7177 LIdS 77P2 4ML7 .. G5l?Af a %2. d cZ7 75-4 .'.: th7v2 P"T ia 4L - ~ -4 \\ -==A k (Je4i c%tIb i4--. cJ94 Na. (LG SA1) V:cY !x /3,7LT04 .= cç'dz ' 1- —. /17 2 /Jt lz 417# 1c/L2&. 2d-z #.;. V/7z ±&±V,4L_o'J V 061 'L&( ZIAIZ /.:: ;,<Lzr 4' Lt ?--- f 11 59 flw" 041 L,,vS V '70D=jfv# 4)— V. /r7 ø 4/ ;ç4 :& b44 @ - Ox ld,70; J J ei/ bd4o -r-'-- _I ,v -__M'• - - 3 2M I4-' 74 / • _______ - 2/' I, .1 LT4 'V / L L nit, 3LU ______ *4 • - - UM. Li-iJ•fL 7w/b Lvv-i. iV mu If ' L0 2J0,-,L 1011 1L, 94 10' MO/1E 7f oci Li1v i-/- --T:;--------- .1 r--- 4-Pr i fY? (I C27a. \ f7T 7 I £/J 70 t1437,4' ,84ap/1pz 41 -tfr '3-'• / (fr 1W d1J 1 (" 44'f6 r7P613 ,rr d' / - 57o7-FM .0S I fl r E. ç23 1 1/4/L b I L*ôq aDc /4 cI'3Mo. '- -f- 4- iQ ~-d- -1 09 , = i/cfó1( 2-3'c 4 /zr.h 7f's c?il) /' /A4jb7'104 / t/((E ,f1E74O ?, A// To 000s ig 'I f45 I AL T (2,a1 '$1 V ,)7 7A11 1fr1 7 7K/2 Z4r 4#.v..rx' c &.r )(c/172r( /1 2,1VX23,) /1x ,j To oMii' '4t A4 h =//24-2 2 F TV- CoL/4/ 011 ?o,(,t 3 ' 'or- I 7° Al c44 4t 4v4 £ ii' 41V T "' (r T • c I i ic ( Th 8r4'4/ F-4~6 rx Jr- t7 07 ak kJ (c - •I" .•. SHEAR WALL* - A-BOLTS AT FND. ' T. N. FOR SHEAR WALL SILL BLOCK ALLOW. TYPE & MATERIAL NAILING O/C MARX ON ONE .SIDE*** NAILING 0/c NAILING 0/c SHEAR ® 1/2"(ybd. 5d-èN07" 1/2"Øc10"@72"oYd 16d-I@16" 16d@8" 100#/ft l/2"Gy'-'d. 5d-CN@4" 1/2"dxlO"@72"Vc? 16d-N@12" 16d@8" 3625#/ft <) 1/211 GyDbd(blk'd) 5d-CN@4" l/2"Øx10"@72"0M 16d-N@12" 16d@6" _1 50#/ft (2> 5/8"Gypbd. 6d-CN@7" 1/2"øxl0"@72"cVc? 16d-N@16" 16d@8" 100#/ft ® 5/8"Gypbd. 6d-CN@4" 1/2"Øx10"ç2"0M 16d-N@12" 16d@8" • 125#/ft ® 5/8"Gypbd(blk'd) 6d-CN@4" 1/211 d10"€60"c/d 16d-N'38" 16d@6" 175#/ft ® 3/8"S td. P1ywd. 8d-N@6" 1/2"Øxl0"@32"cfd 16d-N@6" A35@3211 ** 264k/ft ® 3/8"Std.Plywd. 8d-N@4" 1/2"0x10"@24"cfc 16d-N@4" A35@161 ** 3844/ft 3/8"Std.Plywd. 8d-N@3" 1/2"dx10"@l6"c/d 16d-N@3" A35@1611 ** 4,c"/ft © 3/8"Std.Plywd. 8d-N@2-1/2" 1/2"Øxl0"@16110Vc 16d-N@2--j2" 2_A35@24I** 564/ft (*) Exterior stucco where occurs shall be woven or welded wire lath with 7/8" Portland cement plaster w/No.11 gauge xl-1/2"long x7/16" head nails or116 gauge x7/8"1onlegs staples @6"o/c. 5~xfo'o"Oc. '18O#/t CD /6 A X 4 3"O/ fO "@24 f'o. 325 #/ft (**) A35 indicates 'Simpson" A35 framing ancror. I ---: -. (***)Minimum 3-1/2" 0 anchors per shear wall. U.S& #i4f Ti/i ,4e. 1DI57AAIcL q 0004Z& s/ALLIS ALTERNATE ANCHORS FOR INTERIOR WALLS ONLY • (t) RAMSET 3320 a 32 9 ' (168 wIt) RAMSET 3320 0 161 ' • (3750/1) RAMSET 3320 0 8'' (750 ./1) • Open Web Series VV\/\/\A/ Allowable Uniform Load (PLF) TJUm Series Roof (125%) ØtJ$U JPLPcSL FL SL FL SL FL $1. FL $L FL SI. I FL SI. FL SL FL SI. FL SI. FL SI. 263 263 305 305 346 346 350 350 354 354 358 358 363 363 364 364 364 364 364 364 364 364 364 364 364 364 342 342 16 224 224 260 260 296 296 311 311 315 315 319 319 322 322 323 323 323 323 323 323 323 323 323 323 323 323 304 304 18 269 269 284 284 287 287 290 290 291 291 291 291 291 291 291 291 291 291 291 291 273 273 20 16o'Ll5b 174jT4 198'1Q8 246 246 261 261 264 264 265 265 265 265 265 265 265 265 265 265 265 265 248 248 22 126 -14\'ñe I6"161 .17 187 T'2bT 227 227 242 242 243 243 243 243 243 243 243 243 243 243 243 243 228 228 24 99 108 125 125 142 142 159 159 176 176 194 194 211 211 224 224 224 224 224 224 224 224 224 224 224 224 210 210 26 79 93 107 108 122 122 137 137 152 152 167 167 182 182 197 197 208 208 208 208 208 208 208 208 208 208 195 195 28, 64 81 87 94 107 107 120 126 133 133 145 145 158 158 171 171 184 184 194 194 194 194 194 194 194 194 182 182 30 53 71 ? 92 14. ib5io5 116 116 128128 139.139 151 151 i8 '1t2 173 173 182 182 182 182 182 182 171 171 32 44 59 5973 77639383 103 103 113 113 123123 133 133 143143 54"4 164 164 171 171 171 171 161 161 34 37 50 50 65 4 81 92 92 101 -101 110 110 119 119 128 128 137 137 4146 155 155 162 162 152 152 .36 32 42 43 57 55 66 69 75 83 83 91 94 99 99 107 107 115 115 123 123 131 131 139 139 147 147 144 144 38 27 36 37 49 47 60 59 67 73 75 82 82 89 89 96 96 104 104 111 111 118 118 125 125 133 133 137 137 .40 23 31 32 42 41 54 51 61 63 68 74 74 81 81 87 87 94 94 101 101 107 107 114 114 120 120 127 127 42 27 37 36 47 45 t56 55 P62 66 r68 74 74 80 '80 86 86 92 92 98 104 ..lO4 110 110 116 116 44 24 32 31 41 39 1 51 48 58 58 62 61 87 73 73 78 78 84 84 89 89 95 95 100 100 108 48 27 36 34 46 42152 51 57 6062 87 .67 72 .72 77 .-.77 .82'82 81.87 1292 91 97 48 24 32 30 41 37 48 45 52 53 57 62 62 66 66 71 71 76 76 80 80 85 85 90 90 50 27 36 33 44 40 48 47 53 55 57 61 61 66 66 70 70 74 74 79 79 83 83 82 24 32 30 40 36 45 42 49 49 53 57 57 61 61 65 65 69 69 73 73 77 Ti 84 27 35 32.r42 38 45 44 49 51 53 57 51 so 60 648468 88 71 11 56. 29 38 3442 40:46 46r49•5353 56.16 60'.60, 63 83 67 67 58 263531.4036 -43424648:495353565659596262 .!2 TJLX'M Series Roof (125%) SI. 'PL -SL I FL SI. FL .SL FL SI. FL St. FL SI. I FL SL FL St. FL SL 313 313 338 338 342 342 347 347 351 351 356 356 1 360 360 364 364 364 364 364 364 364 364 364 1 364 364 364 339 339 16 267 267 300 300 j304 304 308 308 312 312 316 316 1 320 320 323 323 323 323 323 323 323 323 323 323 323 323 301 301 18 251 25fJ274 274 278 278 281 281 285 285 288 288 291 291 291 291 291 291 291 291 291 291 291 291 271 271 20 172 - 236 236 252 252 256 256 259 259 262 262 265 265 265 265 265 265 265 265 265 265 265 265 246 246 22 132 5Ô i74_4 - -- 223 223 234 234 237 237 240 240 1 243 243 243 243 243 243 243 243 243 243 1 243 243 226 226 24 104 128 140 149 169 169 190 190 210 210 219 219 222 222 224 224 224 224 224 224 224 224 224 224 224 224 208 208 26 83 110 112 128 145 146 164 184 181 181 199 199 206 206 208 208 208 208 208 208 208 208 208 208 208 208 194 194 28 6890 91 112 118127 143 143 158158 173173 189189 194194 194194 194 194 194 194 194194 194 194 181181 30 56 75 97 1 122 25 139- 139 152 152 1166 180 180 182 182 182 182 182 182 182 182 182 182 169 169 32 47 62 63 84 81 102 I11 123 123 135 135 147 L147 159 159 171 171 171 171 171 171 171 171 171 171 159 159 34 3952 53 70 68 _' 86 P99 105hio 120.120 131151 42' 153153 162162 162162 162162 162162 151151 6 33 45 45 60 58 77 73 89 90 98 108 108 118 118 127 127 137 137 147 147 153 153 153 153 153 153 143 143 .38 29 38 38 51 50 66 63 80 77 89 92 98 106 106 115 115 124 124 132 132 141 141 146 146 146 146 135 135 40 2533 3344 4357 5472 6681 8088 9596 104104 112112 120120 128128 136136 139139 129129 42 29 39 37 50 47 63 58 7 69 8f 82 Be 95 6 102 131 131 123 123 44 25 34 33 44 41 55 50 61 61 r74 72 81) 84 87 93 102 7- 93 1011 107 bi i3Ti 120 120 118 118 46 2938 3648 44 59 5368 6374 25 124124 7480 113113 88__96 1 92 98'98 104104 1r4id 34 32 43 39 52 47 62 58 68 66 74 76 79 85 85 90 90 96 96 101 101 107 107 40 28 38 35 47 42 56 50 63 58 68 67 73 77 78 83 83 89 89 94 94 99 99 2 2534 3142 3850 4558 5263 6068 69 73 7777 8282 8787 9292 28 37 34 45 40 53 47 '56 54 63 62 }'87 70 72 76-76 $1?11 15 85 58 25 34 30 40 36 48 42 55 49 59 56 (63 63 S1 1i 4755 79 19 59 2737 3243 38:51 44"55. 5059 57S3 647 107074 74 60 FL = Flat roof less than Va" in 12" slope. SL = Sloped roof greater than Ye" in 12" slope. Notes: Straight line interpolations may be made between depths and spans. The load tables are limited to simple span uniform load. The tables may also be used for bottom chord bearing trusses (maximum bottom chord slope of 1"I12") with or without cantilevers - at one or both ends. The cantilevers are limited to Ye of the main span provided the inboard shear for cantilevered conditions is limited to 2,500 lbs. Call your local Trus Joist representative for other conditions. Values in Oray shadód area may be increased 7%(4% when MICRO=LAM lbr. chords are used in the TJLX Series) for repetitive member usage if the criteria on page 9.2 is met. 5.17 Now WWMMW4P - -%=~_ -. )knpl. Span vivvAl Alowabla Worm Load (PLF) TJL'M Series with Nailed Floor .. j. W7.7 . ;rr rPP .?th MIION.. .LLD 99$ LID NON nD LLD .J.LL..ltb 99$ NON t. UL.-11D.• 99$ NO* LID ,:t1D: 99$ II0N TLD 1 ••.0 _ /iis 274 318 _356 370 384 398 413 14 2*) 244 277 311 336 349 361 16 145 180 184 206 237 266 294 318 321 11896 __159 t27 _*4 __ ._......J!L _1 262 _285 -to - 89 71110,1120 96 123'159.: 155)76. *0197 *9*4 69 55 92 74 ft7 1*) 95 149 119 146 *9 1761 5443 7256 :11* 11794 12? 115 138 _184 2$ .43 35 58 46 75 95 94 75 115 92 111 _'1N 131 2e 3528 47 38 76 61 93 75 _141 112 90 - 107 . 30 29 24 23 19 I-$0 39 32 31 26 58 _9375 50 42 40 33 16.. 52 6350 42 . 7 4. 7762 64 51 .83. 93 74 __11096 77 62 91 91 73 99 112- 34 27 2282 35 285O 44 35[2$ 54 43.74 65 52 *1 77 62 162$ 30 24 '53 38 30J'Sb. 46 37 2$ 5544 _66 52 38 _6149 32 26 39 32 . 47 38 56 45 _79 :Y40 34 27 41 33 49 39 42 3629 _.4234 49 37 30 5449 48 $0 CtPTh U3D4J.D. no. UD;.UD flD to LW. lID U .:.:.UD. .TLD 99$ .tLD..•tLD.TkD I1$ .)4760N. y'.99$.4 MU." 99$ 99$ 999' 99$ 418 418 418 .404 381 360 34114 364 364 364 364 364 360 34116 323 323 323 323 323 323 304 4 ddj 291 291 291 291 291 291 273 255 265 265 265 265 265 248 .22 230 243 243 243 243 228 *4 218 224 224 224 210 26 153 205 206 19526 124 144 *9 19230. 183 119 In 111 32 86 89 II 113 •13• 128 7139. I7..155 84 77 9072 61 .86 83 71. j 95 81. 92 . ioe'W' *)3 1224 4fl 116 is 39 66 53 76 61 87 95 79 Be 99 110 40 57 45 86 52 75 60 95 68 77 Be 95 42 49 39 57 46 85 52 74 50 67 75 83 44 43 35 50 40k99157 46:$7 65 52171 73 58t.475. 650 73'.i5.4I 38 30 1 44 352$J50 40 'i2 57 46$B 64 517 72 5714 64 In4s 139_31t55144_367!_5040P 'Al 574594,64 51r99_71571IO Values in iiay be increased 7% for repetitive member usage If the criteria on page 9.2 is met. Straight line interpolations may be made between depths and spans. 7.17 ( SYSTEMS WITH ONE DEGREE OF FREEDOM 7 I. Determine the period of horizontal vibrations of the frame, shown in Fig. 6, .ting a load Wapplied at the center. The mwiaof the frame should be neglected in this calculation. •• 8o1u lion: : We begin with a statical problem and determine the horizontal deflection of the fme which a horizontal force H act- . ing at the point of application of the load W will produce. Neglecting deformations due to-tension- and compression in the members ,,.... and considering only bending, the horizontal T bar AD is bent bytwo equal couples of rnag- ,I 1 J nitude RA/2. Then the angle a of rotation i I /cc of the joints A and B is.. W I / Cd 12EII ' Considering now the vertical members of the frame as cantilevers, bent by the horizontal Fla. 6 forces H/2, the horizontal deflection 6 will consist of two parts, one due to bending of the cantilevers and the second due to the rotation a of the joints A and B ôalculated above. Hence , r c' NO Hh'l •Hh' 1 !.L L '•, '• 6.RI s.. - . spring constant in such can is . 4 ::....:.T.6ha(l+2hI ). .:• Substituting in eq. (3),we obtain lithe rigidity of the horizontal member is large in comparison with the rigidity of the vertical, the term containing the ratio 1/1, is small and can be neglected. Than. - 2- and the frequency ia . A. Assuming that the load W in Fig. 7 representathe cage of an elevator moving down with constant velocity rand the spring consists of a steel cable, detejinine the tniinum D ALL CONSTRUCTION MUST COMPLY Slope of ( WITH THE SPECIFICATIONS SHOWN Slope of ON THE REVERSE SIDE OF THIS 4 "etained Earth I Retained Earth SHEET. TABLE B _______ - Horizontal Steel I - - Typical ____ __________ ___________ ; (SeeReverseSide)1 i Mortar Joint to - Sisal "R" -K- Wall Types "T" Key Size Typical Mortar Joint a u..4 #4 Bars 16"°/c E I 2112" A Type i Width xDepth i I _;.2% K .' fh 6" Block D6"x6" .; Horlrontd Steel B Type i E So' xSo' I 8 Width .11 (So Rsv.rsiSide) S" Block F12"x12" C Type Il G12"xlB" i' r12" I ! 1 .2 112" So' Block N None Requlred I piReinforcing Steel "R See Notel., a "ego I Reinforcing Steel "W' • Reinforcing 4114v MortarKey 1 #3Bars-24"O.C.°E 2 f4Bars-32"O.C. .,Steel "R" ck on ir43Bars)___ L .3 f3Bars-16"O.C. 4 148cr, 24" O.C. ars.t..J 5 - ____ #48.rs-16"O.C. e4.J,ey . Site 6 #5 Bars- 16" O.C. I ________Key Size Foodng" NOTE I: When a "C" Type II Wall Ii required, not less then the lower 16" of wall heIt is required to consln of 12"I _______ Footing "W" -.- TYPE I WALL masonry units. TYPE II WALL 12" min. concrots depth 12" min. Into 12" mm. concrete depth 12" min Into natural r natural ground or approved compacted THESE WALLS ARE NOT DESIGNED FOR ground or approved compacted fill jo fill BUILDING OR VEHICLE SURCHARGE LOADS C) TABLE • m SLOPE OF RETAINED EARTH - HORIZONTAL RUN TO VERTICAL RISE waiu _!to1 4tol -- 3tol - 2tol lfltol liol I R K Footl,igW 1 RIKIFoothIUW T R K FootlngW T It K FootlngW T R K FoothigW Haight ! R K FoodnuW ! R K FoothigW 1.5' A 1 N V.4" A Nil' -41#0 A 1 IN IV-41" A 1j1'-4" A 1 N 1'.4" A 1 Nil" -6" A 1 0 1'.7" 2.0' Al N 1'.4" Al N 1'.4" Al N11'.4" A IIN A N 1'-4" Al D 1'-B" Al D 1'.lO" 2.5' A I N 1'-7" 1 N l'.7" A 1 N 1'-7" A 14l'.7" A N 1'.7" A 1 D V. 10" A i E 2'-2" 3.0' Al N 2'.O" A! N2'.O" _A l N 2'-O" A 142'-0" A D 2'-O" Al E 2'-2" A I 2'.5" 3.6' A 2'.I" A 1 N 2'-I" A 1 N 2'.l" A 1jj2'-V' A 3 0 2'-l" B I E T-4" B 4 F 2'-4" 4.0' A 3 2'.4" 1 N 2'.3" 8 1 N 2'3" B 1IO 2'.3" B 1 0 2'S" B 4 F 2'•5" C 4 1 P42' -O" 2'-6" 02'6" 2I2'-6" B 4 2'-6" C4 F 3'.l" C5G39" I!!- JIS B402'-9" B5E2'-9" B5JE2'.9" B5F2'.9" CEG3'-5" 3'-0" ç 3'.O" E 3'.O" C 4 3'0" C 4 F 3'-2" C 5 G 3'-9" 6.5" 8.0" c 4 E 3-3" c 4 E 3-3" C 4 E 3'.4" C 61E 3'-4" C 5 F 3'-6" C 6 G 4-2" 7.0'_ c E 3.9" ç 5 f 3'.lO" C F 3'-lO" C IG 3'-ll" C 6 G 4'.l" 8.0' 1C 6,G.4#.6#0 Footing sizes are based on 1000 lb. per square foot maximum soil bearing value. - R1SELL W. G ROSS E DEVELOPMENT CO INC. 1 _IT;j: rn r igig itJ 1iYiI tT1 '! 5850 Avenida Encinas, Suite A Carlsbad, California 92008 -:- Phone 619/438-3141 June 22, 1987 City of Carlsbad Engineering Department Bob Wojcik 1200 Elm Ave. Carlsbad, C. 92008 Re: 2677 Ocean St. and 2679 Ocean St. P. E. 2.87.11 Grading Permit Dear Bob: With respect to the above mentioned Grading Permit and subsequent permits fran the City of Carlsbad to build our two unit condominium project at 2677 and 2679 Ocean St., I have enclosed a copy of the Amendment to Coastal Canmission Permit, signed by Adam Birmbaum, Coastal Ccziunission Planner. To summarize his letter, the accessory storage area which was referenced and which was a change to the original submittal to the Coastal Commission was determined to be an iinaterial change and therefore approved by the Executive Director. Please add a copy of this letter to your file so that when it is time to issue the building permit, you will know that the Coastal Commission has approved this iiwnaterial change and no further Coastal Commission approval is necessary. Please call me if you have any questions. Sincerely yours, Bebe Grosse BG : jh Enc. Cc: Fred Hunemueller, Western Land - cc: Building Dept. Attn: Carter Dernel 1 cc: Planning Dept. Attn: Scott Evans Contractors License No. 378383 _ STATE OF CALIFORNIA—THE RESOURCES AGENCY GEORGE DEUKMEJIAN, Governor CALIFORNIA COASTAL COMMISSION SAN DIEGO COAST DISTRICT 333 CAMINO DEL RIO SOUTH, SUITE 125 SAN DIEGO. CA 92108-3520 . -. (69) 297-9740 AMENDMENT TO PERMIT Russel and Mary Grosse and Herbert and Mary Mooney 5850 Sunny Creek Road Carlsbad, Ca. 92008 Date: June 18, 1987 Permit Number 6-86-585 issued to Russelland Mary Grosse and - . . . . .. . Herbert and Mary Mooney has been amended to include the following change: This amendment was determined by the Executive Director to be immaterial, was duly noticed, and no objections were received. This amendment will become effective upon return of a signed copy of this form to the District office. Please note that, the remaining conditions are still in effect. Sincerely, Peter Douglas Executive Director By: Cl--O~ ________________________________ I have read and understand the above amendment and agree to be bound by its conditions and the remaining conditions of permit number 6-86-585 Date —c&' f7 Signature Q> JV/ (0497N) , GEOTECHNICAL EXPLORATION, INC. dfl SOIL & FOUNDATION ENGINEERING GROUNDWATER • GEOPHYSICS • ENGINEERING GEOLOGY 04 November 1986 Mr. Russell Grosse .Job No. 854016 RUSSELL GROSSE DEVELOPMENT COMPANY 5850 Avenida Encinas Carlsbad, CA 92008 Subject: Report of Soil Investigation Addendum No. 1 - Proposed Seawall Residential Lot 2600 Block Ocean Street Carlsbad, California Dear Mr. Grosse: In accordance with your request, Geotechnical Exploration, Inc. is providing the attached addendum no. 1 to our original "Report of Soil Investigation" f9r the subject site. The purpose of our additional investigation was to evaluate the condition of the soils at the location of the subject proposed seawall. It Is our understanding that a concrete gravity wall is to be constructed approximately 12 feet east of the west property line (iee Figure No. I). The "Report of Soil Investigation" dated June 13, 1985 (Job No. 85-4016) Is still considered valid for the proposed residential development, and the following conclusions and recommendations are in addition to those In the original report.. CONCLUSIONS AND RECOMMENDATIONS The following conclusions and recommendations are based upon the additional recent field Investigation conducted by our firm and resulting laboratory tests, In conjunction with our knowledge and experience with the soils in the City of Carlsbad. 7420 TRADE STREET • SAN DIEGO, CALIFORNIA 92121 0 (619) 549-7222 - Proposed Seawall Job No. 85-11016 Carlsbad, California Page 2 Our investigation revealed that at the location of the proposed seawall, the site is underlain by dense formational materials with a surface layer of .beach sand and terrace deposits that typically extends approximateyj_ feet below the existing surface. This surface soil will not provide a stable iibase ?oioposeseawall. As such, recommendations have been made to embed the seawall foundation into the underlying formational soils. A. Design Parameters for the Proposed Seawall The seawall foundation shall he emhedded a minimum '4 5 feet into dense formational material due to concern for potential scouring by storm surf action. The recommended allowable load-harfr!g_vatue (at a minimum depth of 5 feet into the dense formational soils) Is6,000 pounds per square foot. This load-bearing value may he utilized in the design of the seawall foundation when founded a minimum of 5 feet Into the firm natii_voi_t!ound, measuredfrom the bottom of the footing to the lowest adjacent grade at the time of foundation construction. This load-bearing value may be increased one-third for design loads that Include wind or seismic analysis. The active earth pressure (to be utilized In the design of the proposed unrestrained seawall) shall be based on an Equivalent Fluid Weight of 38 pounds per cubic foot (for level backfill only). In the event that the seawall Is surcharged by sloping backfill, the design active earth pressure shall he based on the appropriate Equivalent Fluid Weight presented In the following table: S Height of Slope/Height of Waite Slope Ratio 0.25 0.50 0.75 1.00-(+) 1.5:1.0 (cu tonly) 52 (60 68 70 2.0:1.0 (cut or fill) 1114 48 50 .52 *To determine design active earth pressures for ratios intermediate to those presented, interpolate between the stated values. In the event that a retaining wall Is to he designed for a restrained condition, a uniform pressure equal to SxH (eight times ..the total - height of retained soil, considered in pounds per srivare fool," shall -_•. --- _._ ----- --------------- he considered as acting everywhere on the hack of the wall In Welt. 4. The passive earth pressure of the undisturhed natural-ground soils (to be used for design of the seawall foundations and footings to resist the lateral forces) shall be based on anEquivalent Fluid Weight of 350 pounds per cubic foot. This passive earth pressure shall only he considered valid for design If the ground adjacent to the foundation structure Is essentially level for a distance of at least three times the total depth of the foundation. S. A Coefficient of Friction of QO times the dead load may he used between the hearing soils and seawall foundations. if the coeffi- : dent of friction Is to be used In conjunction with passive earth pressures, the coefficient shall he reduced to 0.35. B. General Recommendations 6. The design and Installation of any necessary, temporary shoring shall be the responsibility of the general contractor. Bids shall Include all costs associated with engineering design and shoring plan preparation. Any damage resulting from inadequ?te shoring shall he the responsibility of the general contractor. C1 Proposed Seawall Carlsbad, California Job No. 85-4016 °age 4 Where not superceded by specific recommendations presented In this report, trenches, excavations and temporary slopes at the subject site shall be constructed in accordance with subparagraph (1) paragraph (f), of section 1541 of Title 8, Construction Safety Orders. Issued by OSHA. GRADING NOTES Any required grading operations shall he performed In accordance with the general earthwork specifications (Appendix B) and .the requirements of the City of Crlsbd Grading Ordinance, under the observation of a qualified Soils Engineer or supervised Field Soils Technician. Geotechnical Exploration, Inc. requires that a soils engineer verify the actual soil conditions revealed during site grading work and footing excavation to he anticipated in the "Report of Soil Investigation" for this project. In addition, the compaction of any fill soils placed during site grading work must he tested by a representative of our firm or other qualified field technician, it Is the responsibility of the grading contractor to comply with the requirements on the grading plans and the local grading ordinances. It is the responsibility of the Owner to ensure that the recommenda- tions summarized in this report are carried out in the field opera- tions and that our recommendations for design of the seawall are Incorporated in the structural plans and grading plans. This firm does not practice or consult in the field of safety engineering. We do not direct the Contractor's operations,, and we cannot he re- sponsible for the safety of personnel other than our own on the site; the safety of others is the responsibility of the Contractor. The Contractor should' notify the Owner if he considers any of the recommended actions presented herein to be unsafe. CNN carlsbaa, i.aliTOrnia LIMITATIONS Our conclusions and recommendations have been based on all available data obtained from our field investigation and laboratory analysis, as well as our experience with the soils and formational materials loc'ted in the City of Carlsbad. Of necessity, we must assume a certain degree of continuity between exploratory excavations and/or natural exposures. It Is, therefore, necessary that all observations, conclusions, and recommendations be verified at the time grading operations begin or when footing excavations are placed. In the event discrepancies are noted, additional recommendations may be issued, If required. The work performed and recommendations presented herein are the result of an investigation and analysis which meets the contemporary standard of care in our profession. No other warranty is expressed or implied. This report should he considered valid for a period of three (3) years, and Is subject to review by our firm following that time. The firm of Geotechnicai Exploration, Inc. shall not he held responsible for changes to the physical condition of the property, such as addition of fill soils or changing drainage patterns, which occur subsequent to Issuance of this report. Once again, should any questions arise concerning this report, please feel free to contact our office. Reference to our Job No. 85-4016 will help to expedite a reply to your inquiries. Respectfully submitted, GEOTECHNICAL EXPLORATION, INC. - QX'1' e. jax4~~ Ja er Staff Geologist werner K. Lanarg Project Coordinator L/CWL/pJ/118 IMP EOtJI,PMENT DIMENSION B TYPE OF EXCAVATION DATE LOGGED Trackhoé 2' x 20' x 5' Trench 10/17/86 SURFACE ELEVATION GROUNDWATER DEPTH LOGGED BY ±10' Above MSL Approximately 3' - JKH FIELD DESCRIPTION AND CLASSIFICATION . - j DESCRIPTION AND REMARKS (CONSISTENC'i, 1 U le 5 Z XZ Z o MOISTURE, CLuR, GRAIN SIZE) . we A . FINE SAND. Poorly cemented. SM • Dense. Damp. Light gray. • BEACH SAND 2 FINE TO MEDIUM SAND with abundant SM cobble. Dense. Moist. Gray- brown. 3 . TERRACE DEPOSIT - 1 FINE TO COARSE SAND with some silt. GM • 11.7 22.9 2.0 124 99 • Very Dense. Moist. Tan-yellow. I . 10.4 25.4 101 31 FORMATION - 11.9 22.2 99 5 Bottom of Hole @ 5' • Water from all sides of trench at • formation contact. JOB NAME Residential Lot V WATER TABLE SITE LOCATION 2600 Block Ocean Street, Carlsbad, CA LOOSE BAG SAMPLE JOB NUMBER REVIEWED BY LOG. NO. jJ IN PLACE SAMPLE 85-4016 T-1 FIGURE NUMBER DRIVE SAMPLE r D E3 SAND CONE/F.D.T. It a ILIE7I110 ¼ T-1 I STOP- OF BLUFF / I EXPOSURE / I I (1 I I NP-S 140' VICINITY MAP Thon... Srs. Pe. 13 NOT TO SCALE NOTE: ThIS Site Plan IS not to be used for legal purposes. Location, and dhnon.Iwis we proxI mats. Actuat properly msnsIons and ioa'dons of ulititLo may be obtained from the Approved BuII*g Pt.,ss or 1w A.BUIr GaDi Plans. 1IIlø$P • . - NOT TO SCALE SITE PLAN - RESIDENTIAL SITE 2600 BLOCK OCEAN ST CARLSBAb, CA - - FIGURE JOB *85-4016 • LEGEND PROPERTY BOUNDARY WOOD FENCE CHAIN LINK FENCE N IVI EXPLORATORY WAND PIT HP-I PERFORMED 5-30-88 - I EXPLORATORY TRENCH T-I PERFORMED 10-17-86 - RIP RAP. V/4 APPROXIMATELOCATION ' OF SEA WALL EXISTING SLOPE REFERENCE: THIS PLOT PLAN WAS PREPARED FROM ON-SITE FIELD RECONNAISSANCE PERFORMED BY SRI EQUIPMENT DIMENSION & TYPE OF EXCAVATION DATE LOGGED Trackhoè 2' x '10' x 5' Trench 10/17/86 SURFACE ELEVATION GROUNDWATER DEPTH LOGGED BY ±10' Above MSL Approximately 3' - JKII FIELD DESCRIPTION AND CLASSIFICATION ; ! - 15 —0 Ci 00 r ____________________ DESCRIPTION AND REMARKS (CONSISTENCY,n - MOISTURE, Ci3LuR, GRAIN SIZE FINE SAND. Poorly cemented. SM - Dense. Damp. Light gray. 1. BEACH SAND . FINE TO MEDIUM SAND with abundant SM A. cobble. Dense. Moist. Gray- brown. 2 TERRACE DEPOSIT - 3 FINE TO COARSE SAND with some silt. GM Very Dense. Moist. Tan-yellow. :!:5.. FORMATION - • Bottom of Hole @ 5' - JOB NAME Residential Lot SITE LOCATION V WATER TABLE LOOSE BAG SAMPLE 2600 Block Ocean Street, Carlsbad, CA JOB NUMBER REVIEWED BY LOG. NO. IN PLACE SAMPLE 8544016 I DRIVE SAMPLE CIN T-2 FIGURE NUMBER J SAND CONE/F.D.T. IIb ASSIGNED SHEAR DATA -- - I 2 3 [APPARENT COHESION (psfl 100 LAPPARENT FRICTION ANGLE 314 ° Coii.to I Fm. m.dsum I IIIUIHIh1IlliHFIIIIIIFlIIIUIIIIIIIIIIIIIIII IIIlIIIIIIII!lIIIPIIHhIIiIIIIIIIIIIIIIIIIIII IIIIIIIIUhUlIiI1UIII1llIHIIlIIIIIIIIu!IIU IIIIIIIILIIIIIIiIIi1IllOh1IIIIIUIIIIIIIIIHIII IIIIIIIIllhIIIt1IIIhiIlllllUHhIHIIIIIIIIIUI IIIIIIIIIIIIII11IIHkIIUllhIIIlIHIIIII1IHllI IIIUIllIflhIIItIIlliIIIl1t1IIIIIIIIIIIIIIIIOII IIUIIIIIII1IIIllhIIIIL!IIEIUHhIIIIIllUIIIUl IIIIIllhI1IIIII1IIItIUNIOhIIIIIIIIUIIIIfl IIIIIIIIflhIIII1IIIIIIIIIIIflhIIIOIIIIIIIIIIfl ImaaII1 moommov UUUUUULt ENEENERN ommonsmax '.aa.aa iUaaIUUIhL ..a.aaaat mmommommMul mommommommmom .u'.a'UUUUaR' IUaUUUUaUUUI iUURIUUUUUUI MAXIMUM DRY DENSITY (pcf) iiUUaUUUU.lII UUU U U ---MOISTURE CONTEW - APPENDIX A• UNIFIED SOIL CLASSIFICATION CHART SOIL DESCRIPTION COARSE-GRAINED More than half of material I. larger than a No. 200 sieve GRAVELS. CLEAN GRAVELS More than half of coarse fraction is larger than GW Well-graded gravels, gravel and sand mix- No. 4 sieve size, but smaller than 3" tures, little or no fines. GP Poorly graded gravels, gravel and sand mix- tures, little or no fines. GRAVELS WITH FINES GM Silty gravels, poorly graded gravel-sand-silt (appreciable amount) mixtures. GC Clay gravels, poorly graded gravel-sand-silt mixtures. SANDS, CLEAN SANDS More than half of coarse fraction is smaller than a No. 4 sieve. SANDS WITH FINES (appreciable amount) SW Well-graded sand, gravelly sands, little or no no fines. SP Poorly graded sands, gravelly sands, little or no fines. SM Silty sands, poorly graded sand and silty mixtures. SC Clayey sands, poorly graded sand and clay mixtures. FINE-GRAINED More than half of material Is smaller than a No. 200 sieve SILTS AND CLAYS ML Inorganic silts and very fine sands, rock flour, sandy silt and clayey-silt sand mixtures with a slight plasticity. Liquid Limit Less Than 50 CL Inorganic clays of low to medium plasticity, gravelly clays, sandy clays, silty clays, clean clays. OL Organic silts and organic silty clays of low plasticity. MH Inorganic silts, micaceous or diatomaceous fine sandy or silty soils, elastic silts. Liquid Limit Greater Than 50 CH Inorganic clays of high plasticity. fat clays. OH Organic clays of medium to high plasticity. HIGHLY ORGANIC SOILS • PT Peat and other highly organic soils. • • APPENDIX B GENERAL EARTHWORK SPECIFICATIONS General The objective of these specifications Is to properly establish procedures for the clearing and preparation of the existing natural ground or properly compacted fill to receive new fill; for the selection of the fill material; and for the fill compaction and testing methods to be used. Scope of Work The earthwork includes all the activities and resources provided by the contractor to construct in a good workmanlike manner all the grades of the filled areas shown In the plans. The major items of work covered In this section include all clearing and grubbing, removing and disposing of materials, preparing areas to be filled, compacting of fill, compacting of backfills, subdrain Installations, and all other work necessary to complete the grading of the filled areas. Site Visit and Site InvestIaatlon I. The contractor shall visit the site and carefully study It and make all inspections necessary in order to determine the full extent of the work required to complete all grading In conformance with the drawings and specifications. The contractor shall satisfy himself as to the nature, location and extent of the work; conditions, the conformation and condition of the existing ground surface; and the type of equipment, labor, and facilities needed prior to and during prosecution of the work. The contractor shall satisfy himself as to the character, quality and quantity of surface and subsurface materials or obstacles to be encountered. Any Inaccuracies or discrepancies between the actual field conditions and the drawings, or between the drawings and specifications, must be brought to the engineer's attention In order to clarify the exact nature of the work to be pirformed. 2. A soils investigation report has been prepared for this project by and It Is available for review and should be used as a reference to the surface and subsurface soil and bedrock conditions on this project. Any recommendations made In the report of the soil Investigation or subsequent reports shall become an addendum to these specifications. CAW 2 Authority of the Soils Engineer and Engineering Geologist The soils engineer shall be the owner's representative to observe and test the construction of fills. Excavation and the placing of fill shall be under the observation of the soils engineer or his/her representative, and he/she shall give a written opinion regarding conformance with the specifications upon completion of grading. The soils engineer shall have the authority to cause the removal and replacement of porous topsoils, uncompacted or improperly compacted fills, disturbed bedrock materials and soft alluvium, and shall have the authority to approve or reject materials proposed for use In the compacted fill areas. The soil engineer shall have, in conjunction with the engineering geologist, the authority to approve the preparation of natural ground and toe-of-fill benches to receive fill material. The engineering geologist shall have the authority to determine the stability of the existing or proposed slopes and to determine the necessity of remedial measures. If any unstable condition is being created by cutting or filling, the engineering geologist and/or soil engineer shall advise the contractor and owner immediately and prohibit grading in the affected area until such time as corrective measures are taken. The owner shall decide all questions regarding: (1) the interpretation of the drawings and specifications, (2) the acceptable fulfillment of the contract on the part of the contractor, and (3) the matter of compensation. Clearing and Grubbing Clearing and grubbing shall consist of the removal from all areas to be graded of all surface trash, abandoned Improvements, paving, culverts, pipe, and vegetation (including -- but not limited to -- heavy weed growth, trees, stumps, logs and roots larger than 1-Inch In diameter). All organic and inorganic materials resulting from the clearing and grubbing operations shall be collected, piled and disposed of by the contractor to give the cleared areas a neat and finished appearance. Burning of combustible materials on-site shall not be permitted unless allowed by local regulations and at such times and In such a manner to prevent the fire from spreading to areas adjoining the property or cleared area. It is understood that minor amounts of organic materials may remain In the fill soils due to the near Impossibility of complete removal. The amount remaining, however, must be considered negligible and In no case can be allowed to occur In concentrations or total quantities sufficient to contribute to settlement upon decomposition. CAW 3 PreDaratlon of Areas to be Filled After clearing and grubbing, all uncompacted or improperly compacted fills, soft or loose soils, or unsuitable materials, shall be removed to expose competent natural ground, undisturbed bedrock, or properly compacted fill as Indicated In the soils investigation report or by our field representative. Where the unsuitable materials are exposed In final graded areas, they shall be removed and replaced as compacted fill. The ground surface exposed after removal of unsuitable soils shall be scarified to a depth of at least 6 inches, brought to the specified moisture content, and then the scarified ground compacted to at least the specified density. Where undisturbed bedrock Is exposed at the surface, scarification and recompaction shall not be required. All areas to receive compacted fill, including all removal areas and toe-of-fill benches, shall be observed and approved by the soil engineer and/or engineering geologist prior to placing compacted fill. . Where fills are made on hillsides or exposed slope areas with gradients greater than 20 percent, horizontal benches shall be cut Into firm, undisturbed natural ground in order to provide both lateral and vertical stability. This is to provide a horizontal base so that each layer Is placed and compacted on a horizontal plane. The Initial bench at the toe of the fill shall be at least 10 feet in width on firm, undisturbed, natural ground at the elevation of the toe stake placed at the bottom of the design slope. The engineer shall determine the width and frequency of all succeeding benches which will vary with the soil conditions and the steepness of the slope. Ground slopes flatter than 20 percent (5.0:1.0) shall be benched when considered necessary by the soils engineer. Fill and Backfill Material Unless otherwise specified, the on-site material obtained from the project excavations may be used as fill or backfill, provided that all organic material, rubbish, debris, and other objectionable material contained therein is first removed. In the event that expansive materials are encountered during foundation excavations within 3 feet of finished grade and they have not been properly processed, they shall be entirely removed or thoroughly mixed with good, granular material before Incorporating them in fills. No footing shall be allowed to bear on soils which, in the opinion of the soils engineer, are detrimentally expansive -- unless designed for this clayey condition. However, rocks, boulders, broken portland cement concrete, and bituminous type pavement obtained from the project excavations may be permitted in the backfill or fill with the following limitations: The maximum dimension of any piece used in the top 10 feet shall be no larger than 6 inches. Clods or hard lumps of earth of 6 Inches or In greatest dimension shall be broken up before compacting the material in fill. if the fill material originating from the project excavation contains large rocks, boulders, or hard lumps that cannot be broken readily, pieces over 6 inches In diameter to 2 feet in maximum dimension may be used in fills below final subgrade if all pieces are placed in such a manner (such as windrows) as to eliminate nesting or voids between them. No rocks over 4 feet will be allowed in the fill. Pieces larger than 6 inches shall not be placed within 12 inches of any structure. S. Pieces larger than 3 Inches shall not be placed within 12 inches of the subgrade for paving. Rockfiils containing less than 40 percent of soil passing 3/4-inch sieve may be permitted In designated areas. Specific recommen- dations shall be made by the soils engineer and be subject to approval by the city engineer. Continuous observation by the soils engineer Is required during rock placement. Special and/or additional recommendations may be provided in writing by the soils engineer to modify, clarify or amplify these specifications. During grading operations, soil types other than those analyzed in the soil Investigation report may be encountered by the contractor. The soils engineer shall be consulted to evaluate the suitability of these soils as fill materials. Placina and Compactlnq Flit Material 1. After preparing the areas to be filled, the approved fill material shall be placed In approximately horizontal layers, with lift thickness compatible to the material being placed and the type of equipment being used. Unless otherwise approved by the soils engineer, each layer spread for compaction shall not exceed 8 Inches of loose thickness. Adequate drainage of the fill shall be provided at all times during the construction period. CAW When the moisture content of the fill material is below that specified by the engineer, water shall be added to It until the moisture content is as specified. When the moisture content of the fill material Is above that specified by the engineer, resulting in inadequate compaction or unstable fill, the fill material shall be aerated by blading and scarifying or other satisfactory methods until the moisture content is as specified. After each layer has been placed, mixed and spread evenly, it shall be thoroughly compacted to not less than the density set forth In the specifications. Compaction shall be accomplished with sheepsfoot rollers, multiple-wheel pneumatic-tired rollers or other approved types of acceptable compaction equipment. Equipment shall be of such design that it will be able to compact the fill to the specified relative compaction. Compaction shall cover the entire fill area, and the equipment shall make sufficient trips to ensure that the desired density has been obtained throughout the entire fill. At locations where it would be impractical due to inaccessibility of rolling compacting equipment, fill layers shall be compacted to the specified requirements by hand-directed compaction equipment. S. When soil types or combination of soil types are encountered which tend to develop densely-packed surfaces as a result of spreading or compacting operations, the surface of each layer of fill shall be sufficiently roughened after compaction to ensure bond to the succeeding layer. Unless otherwise specified, fill slopes shall not be steeper than 2.0 horizontal to 1.0 vertical, In general, fill slopes shall be finished In conformance with the lines and grades shown on the plans. The surface of fill slopes shall be overfilled to a distance from finished slopes such that it will allow compaction equipment to operate freely within the zone of the finished slope, and then cut back to the finished grade to expose the compacted core. Alternate compaction procedures include the backrolllng of slopes with sheepsfoot rollers In increments of 3 to 5 feet In elevation gain. Alternate methods may be used by the contractor but they shall be evaluated for approval by the soils engineer. Unless otherwise specified, all allowed expansive fill material shall be compacted to a moisture content of approximately 2 to 4 percent above the optimum moisture content. Nonexpansive fill shall be compacted at near optimum moisture content. All fill shall be compacted, unless otherwise specified, to a relative compaction not less than 95 percent for fill in the upper 12 inches of subgrades under areas to be paved with apshalt concrete or portland concrete, CIP 6 and not less than 90 percent for other fill. The relative compaction Is the ratio of the dry unit weight of the compacted fill to the laboratory maximum dry unit weight of a sample of the same soil, obtained in accordance with A.S.T.M. D-1557 test method. S. The observation and periodic testing by the soils engineer Is Intended to provide the contractor with an ongoing measure of the quality of the fill compaction operation. It Is the responsibility of the grading contractor to utilize this information to establish the degrees of compactive effort required on the project. More Importantly, It is the responsibility of the grading contractor to ensure that proper compactive effort is applied at all times during the grading operation, Including during the absence of soils engineering representatives. Trench Backfill Trench excavations which extend under graded lots, paved areas, areas under the Influence of structural loading, in slopes or close to slope areas, shall be backfilled under the observations and testing of the soils engineer. All trenches not failing within the afore- mentioned locations shall be backfliled In accordance with the City or County regulating agency specifications. Unless otherwise specified, the minimum degree of compaction shall be 90 percent of the laboratory maximum dry density. Any soft, spongy, unstable, or other similar material encountered In the trench excavation upon which the bedding material or pipe Is to be placed, shall be removed to a depth recommended by the soils engineer and replaced with bedding materials suitably denslf led. Bedding material shall first be placed so that the pipe Is supported for the full length of the barrel with full bearing on the bottom segment. After the needed testing of the pipe Is accomplished, the bedding shall be completed to at least 1 foot on top of the pipe. The bedding shall be properly densified before backfill Is placed. Bedding shall consist of granular material with a sand equivalent less than 30 or other material approved by the engineer. No rocks greater than 6 Inches in diameter will be allowed In the backfill placed between 1 foot above the pipe and 1 foot below finished subgrade. Rocks greater than 2.5 inches In any dimension will not be allowed in the backfill placed within 1 foot of pavement subgrade. S. Material for mechanically compacted backfill shall be placed In lifts of horizontal layers and properly moistened prior to compaction. In addition, the layers shall have a thickness compatible with the 'ill I4 material being placed and the type of equipment being used. Each layer shall be evenly spread, moistened or dried, and then tamped or rolled until the specified relative compaction has been attained. Backfill shall be mechanically compacted by means of tamping rollers, sheepsfoot rollers, pneumatic tire rollers, vibratory rollers, or other mechanical tampers. impact-type pavement breakers (stompers) will not be permitted over clay, asbestos cement, plastic, cast iron, or nonrelnforced concrete pipe. Permission to use specific compaction equipment shall not be construed as guaranteeing or implying that the use of such equipment will not result in damage to adjacent ground, existing improvements, or Improvements installed under the contract. The contractor shall make his/her own determination in this regard. Jetting shall not be permitted as a compaction method unless the soils engineer allows it In writing. Clean granular material shall not be used as backfill or bedding in trenches located in slope areas or within a distance of 10 feet of the top of slopes unless provisions are made for a drainage system to mitigate the potential buildup of seepage forces Into the slope mass. Observations and Testing The soils engineers or their representatives shall sufficiently observe and test the grading operations so that he/she can state his/her opinion as to whether or not the fill was constructed In accordance with the specifications. The soils engineers or their representatives shall take sufficient density tests during the placement of compacted fill. The contractor should assist the soils engineer and/or his/her representative by digging test pits for removal determinations and/or for testing compacted fill. In addition, the contractor should cooperate with the soils engineer by removing or shutting down equipment from the area being tested. Fill shalt be tested for compliance with the recommended relative compaction and moisture conditions. Field density testing should be performed by using approved methods by A.S.T.M., such as A.S.T.M. D1556, D2922, and/or D2937. Tests to determine density of compacted fill should be provided on the basis of not less than one test for each 2-foot vertical lift of the fill, but not less than one test for each 1,000 cubic yards of fill placed. Actual test intervals may vary as field conditions dictate. In flit slopes, approximately lii 8 half of the tests shall be made at the final fill slope except that not more than one test needs to be made for each 50 horizontal feet of slope In each 2-foot vertical lift. Actual test Intervals may vary as field conditions dictate. 4. Fill found not to be conformance with the grading recommendations should be removed or otherwise handled as recommended by the soils engineer. Site Protection It shall be the grading contractor's obligation to take all measures deemed necessary during grading to maintain adequate safety measures and working conditions, and to provide erosion control devices for the protection of excavated areas, slope areas, finished work on the site and adjoining properties, from storm damage and floor hazard originating on the project. It shall be the contractor's responsibility to maintain slopes In their as-graded form until all slopes are in satisfactory compliance with the job specifications, all berms and benches have been properly constructed, and all associated drainage devices have been installed and meet the requirements of the specifications. All observations and testing services and approvals given by the soil engineer and/or geologist shall not relieve the contractor of his/her responsibilities of performing the work in accordance with these specifications. After grading Is completed and the soils engineer has finished his/her observations and/or testing of the work, no further excavation or filling shall be done except under his/her observations. Adverse Weather Conditions Precautions shall be taken by the contractor during the performance of site clearing, excavations and grading to protect the work site from flooding, ponding or inundation by poor or Improper surface drainage. Temporary provisions shall be made during the rainy season to adequately direct surface drainage away from and off the work site. Where low areas cannot be avoided, pumps should be kept on hand to continually remove water during periods of rainfall. During periods of rainfall, plastic sheeting shall be kept reasonably accessible to prevent unprotected slopes from becoming saturated. Where necessary during periods of rainfall, the contractor shalt Install checkdams, desIlting basins, rip-rap, sand bags, or other devices or methods necessary to controlerosion and provide safe conditions. CA 9 During periods of rainfall, the soils engineer should be kept Informed by the contractor as to the nature of remedial or preven- tative work being perofrmed (e.g. pumping, placement of sand bags or plastic sheeting, other labor, dozing, etc.). Following periods of rainfall, the contractor shall contact the soils engineer and arrange a walk-over of the site In order to visually assess rain-related damage. The soils engineer may also recommend excavations and testing in order to aid in his assessments. At the request of the soils engineer, the contractor shall make excavations In order to evaluate the extent of rain-related damage. S. Rain-related damage shall be considered to include, but may not be limited to, erosion, silting, saturation, swelling, structural distress, and other adverse conditions identified by the soils engineer. Soil adversely affected shall be classified as Unsuitable Materials and shall be subject to overexcavation and replacement with compacted fill or other remedial grading as recommended by the soils engineer. Relatively level areas, where saturated soils and/or erosion gullies exist to depths of greater than 1.0 foot, shall be overexcavated to unaffected, competent material. Where less than 1.0 foot in depth, unsuitable materials may be processed in place to achieve near-optimum moisture conditions, then thoroughly recompacted in accordance with the applicable specifications, if the desired results are not achieved, the affected materials shall be overexcavated, then replaced in accordance with the applicable specifications. In slope areas, where saturated soil and/or erosion gullies exist to depths of greater than 1.0 foot, they shall be overexcavated and replaced as compacted fill In accordance with the applicable specifi- cations. Where affected materials exist to depths of 1.0 foot or less below proposed finished grade, remedial grading by moisture condi- tioning In place, followed by thorough recmpaction In accordance with the applicable grading guidelines In accordance with the applicable grading guidelines herein may be attempted. if materials shall be overexcavated and replaced as compacted fill in accordance with teh slope repair recommendations herein. As field conditions dictate, other slope repair procedures may be recommended by the soils engineer. IN REPORT OF SOIL INVESTIGATION Residential Lot 2600 block Ocean Street Carlsbad, Cal ifornia JOB NO. 85-4016 13 June 1985 prepared for Mr. Cliff Burford RUSSEL GROSSE DEVELOPMENT COMPANY prepared by GEOTECHNICAL EXPLORATION, INC. 8145 Ronson Road, Suite H San Diego, CA 92111 ro_ GEOTECHNICAL EXPLORATIONS INC. D I 0 SOIL & FOUNDATION ENGINEERING GROUNDWATER • GEOPHYSICS • ENGINEERING GEOLOGY 13 June 1985 Mr. Cliff Burford Job No. 85-14016 RUSSEL GROSSE DEVELOPMENT COMPANY 5850 Avenida Encinas Carlsbad, CA 92008 Subject: Report of Soil Investigation Residential Lot 2600 block Ocean Street Carlsbad, California Dear Mr. Burford: In accordance with your request, Geotechnical Exploration, Inc. has performed an investigation of the surface and subsurface soil conditions at the location of the subject proposed residential structure. The field work was performed on May 30, 1985 by our Field Engineer. It is our understanding that the site is being developed to receive a multi-unit residential complex. The structure is to be a maximum of four stories in height and will be constructed of standard-type building materi- als, utilizing conventional, continuous foundations or spread footings. Our investigation revealed the site to be overlain with up to 2 feet of dense fill soils and terrace deposits. These dense soils are underlain by dense, sandy, natural-ground materials. In our opinion, if the conclusions and recommendations presented in this report are implemented during site preparation, the site will be suited for the proposed development. The work performed and recommendations presented in this report are the result of an investigation and analysis which meets the contemporary standard of care in our profession. No other warranty is expressed or implied. This opportunity to be of service is sincerely appreciated. Should you have any questions concerning the following report, please do not hesitate to contact us. Reference to our Job No. 85-4016 will expedite response to your inquiries. Respectfully submitted, GEOTECHNICAL EXPLORATION, INC. LRe ;10 1 ed,pL . /22c LDR/Iaj 8145 RONSON ROAD, SUITE H • SAN DIEGO, CALIFORNIA 92111-2081 • (619) 560-0428 TABLEOFCONTENTS PAGE SCOPE OF WORK 1 SITE DESCRIPTION 2 FIELD INVESTIGATION 2 DESCRIPTION OF SOILS 3 GROUNDWATER 3 LABORATORY TESTS & SOIL INFORMATION 3 CONCLUSIONS AND RECOMMENDATIONS 4 GRADING NOTES 10 LIMITATIONS 12 FIGURES I • Site Plan II. Trench Logs Ill. Laboratory Test Results Effective Cohesion Effective Friction Angle Maximum Dry Density Optimum Moisture Grain Size Distribution IV. Foundation Requirements Near Slopes APPENDICES Unified Soil Classification System Grading Notes REPORT OF SOIL INVESTIGATION Residential Lot 2600 block Ocean Street Carlsbad, California JOB NO. 85-4016 The following report presents the findings and recommendations of Geotechnical Exploration, Inc. for the subject project. I. SCOPE OF WORK It is our understanding, based on communications with Mr. Burford, that the site is intended for the construction of a multi-unit residential complex. With the above in mind, the Scope of Work is briefly outlined as follows: Identify and classify the surface and subsurface soils to depths, in conformance with the Unified Soil Classification System (refer to Appendix A). Determine the allowable bearing pressures for the natural ground and any soils to be used in compacted fill, based on their shear-strength and compression characteristics and our experience with the soils. Recommend treatment for any expansive soils and/or uncompacted fill soils that, if left in place and unmodified, could result in future damages to the proposed structure. Predict the settlement of the natural-ground soils, as well as any recompacted fill soils (recompacted to at least 90 percent of Maximum Dry Density), under the proposed structural loads. S. Recommend active and passive earth pressures to be utilized in design of any proposed retaining walls and foundation structures. Residential Lot Job No. 85-4016 13 June 1985 Page 2 II. SITE DESCRIPTION The property is legally described as: Lots 22 and 23, Block A° according to Map #1221 in the City of Carlsbad. The site, consisting of approximately 6,500 square feet, is located in the 2600 block of Ocean Street adjacent to and north of 2681 in the City of Carlsbad. The property is bordered on the west by the Pacific Ocean, on the east by Ocean Street, and on the north and south by similar residential units. There were no existing structures on the site at the time of our investigation. Vegetation on the site consists primarily of native weeds, grasses, and a dense growth of ice plant covering the slope down to the beach. The property slopes sharply down to the west from a relatively flat area near Ocean Street, with approximate elevations ranging from 40 feet above mean sea level (MSL) to 10 feet above MSL. Ill. FIELD iNVESTiGATION Six test pits were placed on the site, specifically in areas where struc- tures and improvements will be located and where representative soil conditions were expected. The excavations were located in the field in random locations. The excavations were visually inspected and logged by our Field Engineer, and samples were taken of the predominant soils throughout the field operation. Test pit logs have been prepared on the basis of our inspection and the results have been summarized on Figure No. Il. The predominant soils have been classified in conformance with the Unified Soil Classification System (refer to Appendix A). Residential Lot Job No. 85-11016 13 June 1985 Page 3 IV. DESCRIPTION OFSOILS The site, in general, is overlain with a varying thickness of fill soils and terrace deposits. These fill soils are dense and consist of dark red to brown, fine to medium sand with slight bits of debris. The terrace deposits are dense and consist of gray to brown, fine to medium sand. These soils reach a maximum thickness of up to 2 feet. The site is underlain by dense, dark red to brown, fine to medium native sands. V. GROUNDWATER No groundwater problems were encountered during the course of our field investigation and we do not expect significant problems to develop in the future -- if the property is developed as presently designed. It should be kept in mind, however, that any required grading operations may change surface drainage patterns and/or reduce permeabilities due to the densification of compacted soils. Such changes of surface and subsurface hydrologic conditions, plus irrigation of landscaping or significant increases in rainfall, may result in the appearance of minor amounts of surface or near-surface water at locations where none existed previously. The damage from such water is expected to be minor and cosmetic in nature, if good positive drainage is implemented at the completion of construction. Corrective action should be taken on a site-specific basis if, and when, it becomes necessary. VI • LABORATORY TESTS AND sOIL.1NFORMAT1ON Laboratory tests were performed on the disturbed and undisturbed soil samples in order to determine their physical and mechanical properties and their ability to support the proposed structure. The following tests were conducted on the sampled soils: idential Lot Job No. 85-4016 13 June 1985 Page 4 Moisture Content (A.S.T.M. D 2216-71) Density Determinations Mechanical Analysis (A.S.T.M. D 422) The relationship between the moisture and density of undisturbed soil samples gives qualitative information regarding the soil strength characteristics and soil conditions to be anticipated during any future grading operation. The mechanical analysis was used to aid in the classification of the soils according to the Unified Soil Classification System. Based on the above laboratory test data, a thorough visual inspection of the primary soil types on the project, and our previous experience with laboratory testing of soils of the same type, our Geotechnical Engineer has assigned conservative values for friction angle, coefficient of friction, and cohesion to those soils which will have significant lateral support or bearing functions on the project. These values are presented in Figure No. Ill and have been utilized in determining safe bearing values as well as active and passive earth pressure design criteria for wall and footing designs. vii. CONCLUSIONS RECOMMENDATIONS The following conclusions and recommendations are based upon the prac- tical field investigations conducted by our firm, and resulting laboratory tests, In conjunction with our knowledge and experience with the soils In this area of the City of Carlsbad. A. PreParatib'öf Söili.fO Site bêvëlpmeiit 1. The existing debris and vegetation observed on the site must be removed prior to the preparation of building pads and/or areas to receive structural improvements. Residential Lot Job No. 85-4016 13 June 1985 Page 5 B. Design Parameters for Foundation and Retaining Walls The maximum safe load-bearing value is at least 2,000 pounds per square foot. This load-bearing value may be utilized in the design of continuous foundations and spread footings when founded a minimum of 12 inches into the firm natural ground or compacted fill, measured from the lowest adjacent grade at the time of foundation construction. We recommend that the proposed four-story structure be founded on at least 18-inch-deep footings. This load-bearing value may be increased one-third for design loads that include wind or seismic analysis. If imported soils are required to bring the site to grade, the imported soils' shall be nonexpansive and shall be obtained from an approved off-site borrow area. Due to concern for potential erosion of footings along the beach side by storm surf action and on-site runoff, in addition to our previous recommendations it is recommended that a continuous perimeter caisson and grade-beam foundation system be used to underpin the western embedded a minimum of 10 feet into the exi gioxmtLonfil sands. The proposed decking area should also be underpinned by similar caissons embedded a minimum of 10 feet. Such a foundation system sha lowabIs_ '-__kearng value of 3,000 psf. The soils that occur within 5 feet of the face of any slopes will possess poor lateral stability. Proposed structures and other improvements (such as walls, fences, patios, sidewalks, swimming pool, driveways, asphalt parking, etc.) that are located within 5 feet of the face of slopes could suffer differential movement as a result of the poor lateral stability of these soils and possible erosion of slope material. Residential Lot Job No. 85-4016 13 June 1985 Page 6 Foundations and footings of proposed structures, walls, etc., when founded 5 feet and farther away from the top of slopes, may be of standard design in conformance with the recommended load-bearing value. If the proposed foundations and footings are located closer than 5 feet inside the top of slopes or on the face of slopes, they shall be deepened to 1 foot below a line beginning atapoint 5 feet horizontally inside thêi1is and projected outward and downward, parallel to the face of the slope (see Figure --- 4. Due to numerous reasons, footings and slabs occasionally crack. Footings and slabs shall contain at least a nominal amount of reinforcing steel to reduce the separation of cracks, should they occur. 4.1 A minimum of steel for continuous footings shall include two No. !L tee l bar.s_con.t4nuous.,.wjjji one bar near e bottom bottom of the footing and one bar near the top. 4.2 Isolated square footings shall contain a minimum of two No. 4 steel bars, each lay, approximately 3 inches above the bottom of the footing. 4.3 Floor slabs shall be 4 inches nominal thickness and reinforced with 6 x 6 - 10/10 welded wire mesh placed at mid-height in the slab. Slabs shall be underlain by a 3-inch-thick layer of clean sand (S.E. = 30 or greater) overlying a 6-mill visqueen membrane. Slab subgrade soil shall be thoroughly moistened. prior to placement of the vapor barrier and pouring of concrete. S. It is recommended that all nonstructural concrete slabs (such as patios, sidewalks, etc.) be founded on at least 4 inches of compacted nonexpansive soils. Residential Lot Job No. 85-11016 13 June 1985 Page 7 We recommend the project Structural Engineer consider isolation joints and saw-cuts to at least 5/8-inch in depth in any floor slab designs. The joints and cuts, if properly placed, should reduce the potential for and help control floor slab cracking. Based on our 'laboratory test results and our experience with the soil types on the subject site, the near-surface, undisturbed soils and compacted on-site soils should experience differential settlement in the magnitude of less than 1/2-inch under a structural load of 2,000 pounds per square foot. Formational sands at the depth of the recommended caissons (a minimum of 10 feet) should experience similar settlement under a structural load of 1.000 psf. All retaining walls shall be founded on firm natural ground or properly compacted fills, and shall be designed as follows: The active earth pressure (to be utilized in the design of walls, etc.) shall be based on an Equivalent Fluid Weight of.jpcunds per cubic foot (for level backfill only). In the event that a retaining wall is surcharged by sloping backfill, the design active earth pressure shall be based on the appropriate Equivalent Fluid Weight presented in the following table: Height of Slope/ Height of Wall* Slope Ratio 0.25 0.50 0.75 1.00 (+) 1.5 113 52 58 60 2.0 35 39 42 44 *To determine design active earth pressures for ratios Intermediate to those presented, interpolate between the stated values. Residential Lot Job No. 85-4016 13 June 1985 Page 8 In the event that a retaining wall is to be designed for a restrained condition, a uniform pressure equal to 8xH (eight times the total height of retained soil, considered in pounds per square foot) shall be considered as acting everywhere on the back of the wall In addition to the design Equivalent Fluid Weight. The passive earth pressure of the encountered natural-ground soils (to be used for design of building foundations and footings to resist the lateral forces) shall be based on an Equivalent Fluid Weight of 300 pounds per cubic foot. This passive earth pressure shall only be considered valid for design if the ground adjacent to the founda- tion structure is essentially level for a distance of at least three times the total depth of the foundation. A Coefficient of Friction of 0.4 times the dead load may be used between the bearing soils and concrete wall foundations or structure foundations and floor slabs. If the coefficient of friction is to be used in conjunction with passive earth pressures, the coefficient shall be reduced to 0.35. C. Slope Desiqn It is our opinion that permanent slopes at the subject site will be stable and free from deep-seated failures for the following maximum slope heights: Maximum Height of Slope Slope Ratio Compacted Cut (Horizontal: Vertical) Fill Ground 1.5:1.0 10 2.0:1.0 10 20 In the event that development of the site necessitates construction - of steep temporary cut slopes Immediately adjacent to existing struc- Residential Lot Job No. 85-4016 13 June 1985 Page 9 tures, or to property boundaries at which off-site grading permis- sion has not been granted, either shoring, bracing, or underpinning may be required to prevent damage to on-site or off-site structures as a result of construction of the temporary slopes. This office should be contacted for additional recommendations pertaining to such protection of existing structures. Where not superseded by specific recommendations presented in this report, trenches, excavations, and temporary slopes at the subject site shall be constructed in accordance with subparagraph (1) paragraph (f), of section 1541 of Title 8, Construction Safety Orders, issued by OSHA. It is recommended that all compacted fill slopes and natural cut slopes be planted with an erosion-resistant plant, in conformance with the requirements of the City of Carlsbad. D. Site Dräinaqe Cöniiderations Adequate measures shall be taken to properly finish-grade the site after the structures and other improvements are in place. Drainage waters from this site and adjacent properties are to be directed away from foundations, floor slabs, footings, and slopes, onto the natural drainage direction for this area or into properly designed and approved drainage facilities. Proper subsurface and surface drain- age will help minimize the potential for waters to seek the level of the bearing soils under the foundations, footings and floor slabs. Failure to observe this recommendation could result in uplift or undermining and differential settlement of the structure or other im- provements on the site. In addition, appropriate erosion-control measures shall be taken at all times during construction to prevent surface runoff waters from entering footing excavations, ponding on finished building pad or MM Residential Lot Job No. 8514016 13 June 1985 Page 10 pavement areas, or running uncontrolled over the tops of newly constructed cut or fill slopes. Particular care should be taken to prevent saturation of any temporary construction slopes. Proper subdrains shall be installed behind all retaining walls on the subject project. Geotechnical Exploration, Inc. will assume no liability for damage to structures which is attributable to poor drainage. Planter areas and planter boxes shall be sloped to drain away from the foundations, footings, and floor slabs. Planter boxes shall be constructed with a subsurface drain, installed in gravel, with the direction of subsurface andsurface flow away from the foundations, footings, and floor slabs, to an adequate drainage facility. VIII. GRADING NOTES Any required grading operations shall be performed in accordance with the general requirements of the City of Carlsbad Grading Ordinance, under the observation of a qualified Soils Engineer or supervised Field Soils Technician. Geotechnlcal Exploration, Inc. requires that a qualified soils engineering firm verify the actual soil conditions revealed during site grading work and footing excavation to be as anticipated in the "Report of Soil Investigation" for a project. In addition, the compaction of fill soils placed •during site grading work must be tested by a representative of a qualified soils engineering firm. In order to minimize any work delays at the subject site during site development, this firm should be contacted 24 hours prior to any need for inspection of footing excavations or field density testing of compacted fill soils. If possible, placement of formwork and steel [1 Residential Lot Job No. 85-4016 13 June 1985 Page 11 reinforcement in footing excavations should not occur prior to inspection of the excavations; in the event that our inspection reveals the need for deepening or re-designing foundation structures at any locations, any formwork or steel reinforcement in the affected footing excavation areas would have to be removed prior to correc- tion of the observed problem (i.e., deepening the footing excavation, recompacting soil in the bottom of the excavation, etc.). Any septic tanks, old foundations, subsurface disposal systems, wells, etc., which might be discovered on the site, shall be removed and properly backfilled with approved on-site or imported fill soils, and shall then be compacted to at least 90 percent of Maximum Dry Density. Any backfill soils placed in utility trenches or behind retaining walls which support structures and other improvements (such as patios, sidewalks, driveways, pavements, etc.), other than landscaping, shall be compacted to at least 90 percent of Maximum Dry Density. No uncontrolled fill soils shall remain on the site after completion of any future site work (except landscape soils). In the event that temporary ramps or pads are constructed of uncontrolled fill soils during a future grading operation, the location and extent of the loose fill soils shall be noted by the on-site representative of a qualified soil engineering firm. The loose fill soils shall be removed 13 and/or recompacted prior to completion of the grading operation. All contemporary pavement section design methods assume compaction of the upper 6 inches of foundation soil (natural ground or compacted fill) and all base materials to at least 95 percent of Maximum Dry Density. We therefore recommend that the upper 6 inches of foundation soils and all base materials beneath Street, driveway, and parking area pavements be compacted to a minimum of 95 percent of NMO Residential Lot Job No. 85-4016 13 June 1985 Page 12 Maximum Dry Density. This recommendation also applies to the upper soils in backfilled trenches or behind retaining walls which support pavement sections. 23. It is the responsibility of the Owner and/or Developer to ensure that the recommendations summarized in this report are carried out in the field operations. This firm does not practice or consult in the field of safety engineering. We do not direct the Contractor's operations, and we cannot be re- sponsible for the safety of personnel other than our own on the site; the safety of others is the responsibility of the Contractor. The Contractor should notify the Owner if he considers any of the recommended actions presented herein to be unsafe. IX. LIMITATIONS Our conclusions and recommendations have been based on all available data obtained from our field investigation and laboratory analysis, as well as our experience with the soils and formational materials located in this portion of the City of Carlsbad. Of necessity, we must assume a certain degree of continuity between exploratory excavations and/or natural exposures. It is, therefore, necessary that all observations, conclusions, and recommendations be verified at the time grading operations begin or when footing excavations are placed. In the event discrepancies are noted, additional recommendations may be issued, if required. The work performed and recommendations presented herein are the result of an investigation and analysis which meets the contemporary standard of care in our profession. No other warranty is expressed or implied. This report should be considered valid for a period of three (3) years, and is subject to review by our firm following that time. If significant Residential Lot Job No. 85-4016 13 June 1985 Page 13 modifications are made to the building and/or grading plans, especially with respect to the height and location of any cut and fill slopes and the height and location of any proposed structures, this report must be presented to us for immediate review and possible revision. The firm of Geotechnical Exploration, Inc. shall not be held responsible for changes to the physical condition of the property, such as addition of fill soils or changing drainage patterns, which occur subsequent to issuance of this report. Once again, should any questions arise concerning this report, please feel free to contact, our office. Reference to our Job No. 85-4016 will expedite a reply to your inquiries. Respectfully submitted, GEOTECHNICAL EXPLORATION, INC ef(er, Staff Geologist £4 dry, ojecordi nator CllfW.R.C.E.252'41aoR JKH/WRL/CWL/laj Attachments EQUIPMENT DIMENSION & TYPE OF EXCAVATION DATE LOGGED - Hand tools 2' x 2' pit 5/30/85 SURFACE ELEVATION GROUNDWATER DEPTH LOGGED BY Not available Not encountered JKH FIELD DESCRIPTION AND CLASSIFICATION 0 WO o U - a o U. ' ° U. (J 4D - o + zo -_ - jr J I - -j DESCRIPTION AND REMARKS (CONSISTENCY, MOIST URE, COLOR, GRAIN SIZE) (fl j1U) .-U) xz 00 z 0 z Z 0 IL a w o a ,- u, a 4 0 u.s.c.s. 5 W !o 5 oa 4w ao w a... xO wo 0 M0 4 to - 140 Dense, dry, dark red-brown, fine - - - - - to medium sand with cobble, 1 - asphalt, trash, etc. SM 1.1 134 8.5 132 - FILL 1-- ::: Very dense, damp, dark red-brown, • fine to medium sand. SM 8.4 133 FORMATION 2 - - BOTTOM OF HOLE - - - - - - JOB NAME Residential Lot V WATER TABLE SITE LOCATION 2600 Block Ocean Street, Carlsbad, CA LOOSE BAG SAMPLE JOB NUMBER REVIEWED BY LOG. NO. IN PLACE SAMPLE 85-4016 DRIVE SAMPLE HP-1 FIGURE NUMBER I Ia EQUIPMENT DIMENSION & TYPE OF EXCAVATION DATE LOGGED HAND TOOLS 2 x 2 PIT 5/30/85 SURFACE ELEVATION GROUNDWATER DEPTH LOGGED BY NOT AVAILABLE - NONE ENCOUNTERED -- ____ - JKH - - - FIELD DESCRIPTION AND CLASSIFICATION 2 _j 1 ____ ______________________________ W 2 owe ; 01 W !7 DESCRIPTION AND REMARKS (CONSISTENCY, IL La IL Z ;:!2 xz z &C Z 0 = MOISTURE, COLOR, GRAIN SIZE) u.s.c.s. 5 O O O 0.... WC) U)O U) Dense, dry, dark red-brown, fine- - - - - • medium sand with cobble, rock SM 2.2 126 8.5 132 • 1 fragments, asphalt, trash, brick etc. Or :l 2 Very dense, damp, dark red-brown, • fine-medium sand. SM 8.4 133 • FORMATION 2 - Bottom of Hole 3. - JOB NAME RESIDENTIAL LOT V WATER TABLE - SITE LOCATION 2600 Block of Ocean St. LOOSE BAG SAMPLE Carlsbad JOB NUMBER REVIEWED BY LOG. NO. IN PLACE SAMPLE 85-4016 . -- :.H!2 FIGURE NUMBER DRIVE SAMPLE EQUIPMENT DIMENSION & TYPE OF EXCAVATION DATE LOGGED HAND TOOLS 2' x 2' PIT 5/30/85 SURFACE ELEVATION GROUNDWATER DEPTH LOGGED BY NOT AVAILABLE I NONE ENCOUNTERED - JKH FIELD DESCRIPTION AND CLASSIFICATION 1. IL2 U. ww w w - 4 z 5 . m IL DESCRIPTION AND REMARKS (CONSISTENCY, IL a MOISTURE, COLOR, GRAIN SIZE) u.s.c.s. 6 !o ON o a.... we mu o ui u Dense, dry, dark red-brown, fine- medium sand with cobble, rock SM 8.5 132 • :..9 fragments, asphalt, concrete, trash etc. FILL • Dense, damp, gray-brown, fine- SM • medium sand with rock fragments ••$ and large cobble. 2.. 1 TERRACE DEPOSITS I ' Very dense, damp, dark red-brown, SM 1.0 118. 8.4 133 - fine-medium sand. • FORMATION 3- Bottom of Hole - - - - - - - - JOB NAME RESIDENTIAL LOT SITE LOCATION 2600 Block Ocean St. V WATER TABLE LOOSE BAG SAMPLE Carlsbad JOB NUMBER REVIEWED BY LOG. NO. IN PLACE SAMPLE * 85-4016 HP-3 FIGURE NUMBER DRIVE SAMPLE CAN - .. D I 1C.' I EQUIPMENT DIMENSION III TYPE 'OF EXCAVATION DATE LOGGED HAND TOOLS 2' x 2' PIT 5/30/85 SURFACE ELEVATION GROUNDWATER DEPTH LOGGED BY NOT AVAILABLE NONE ENCOUNTERED JKH FIELD DESCRIPTION AND CLASSIFICATION CL _j W U._____________________________ ____ i,. 4. g DESCRIPTION AND REMARKS (CONSISTENCY, IL a MOISTURE, COLOR, GRAIN SIZE) u.s.c.s. i !o o o a... wo mu 0 w - - VeryDense, dry, dark red-brown, - - :•::: fine-medium sand. SM 1.0 116 8.4 133 FORMATION - Bottom of Hole 2 - - - - - - - - JOB NAME • RESIDENTIAL LOT V WATER TABLE SITE LOCATION 2600 Block Ocean St. LOOSE BAG SAMPLE Carlsbad, CA JOB NUMBER REVIEWED BY LOG. NO. IN PLACE SAMPLE 85-4016 FIGURE NUMBER DRIVE SAMPLE EQUIPMENT DIMENSION & TYPE OF EXCAVATION DATE LOGGED - HAND TOOLS 2' x 2' PIT 5/30/85 SURFACE ELEVATION GROUNDWATER DEPTH LOGGED BY NOT AVAILABLE NONE ENCOUNTERED JKH FIELD DESCRIPTION AND CLASSIFICATION ,- ____W, ______________________________ Owe z 0-1 00 C-L DESCRIPTION AND REMARKS (CONSISTENCY, W 21 MOISTURE, COLOR, GRAIN SIZE) u.s.c.s. 5 !O o 5 ae X0 WU o o U) O O M0 Dense, dry, gray-brown, fine-medium SM - - - - - .Qp. sand with abundant large cobble. TERRACE DEPOSITS • 1 Very dense, damp, dark red-brown, M 1.5 1114 8 14 . 133 : fine-medium sand. FORMATION • Bottom of Hole .3. - JOB NAME RESIDENTIAL LOT V WATER TABLE - SITE LOCATION 2600 Block Ocean St. LOOSE BAG SAMPLE . Carlsbad, CA JOB NUMBER REVIEWED BY LOG. NO. EJ IN PLACE SAMPLE 85-4016 .--.- -- FIGURE NUMBER DRIVE SAMPLE EQUIPMENT DIMENSION & TYPE OF EXCAVATION DATE LOGGED - HAND TOOLS 2' x 2' PIT 5/30/85 SURFACE ELEVATION GROUNDWATER DEPTH LOGGED BY NOT AVAILABLE NONE ENCOUNTERED JKH - - FIELD DESCRIPTION AND CLASSIFICATION C62 U. al _____________________________ 1 )- +.i -. ____ M IL DESCRIPTION AND REMARKS (CONSISTENCY, W MOISTURE, COLOR, GRAIN SIZE) u.s.c.s. 6 !1 !o wu U'C, U' o Cl) U' Dense, dry, dark red-brown, fine- SM 8 5 1 2 • : medium sand with cobble, asphalt. • . FILL • 8.14 133 - Dense, damp, gray-brown, fine- SM medium sand with abundant cobble. TERRACE DEPOSITS • Very Dense, damp, dark red-brown, • fine-medium sand. SM • • . FORMATION 2 • Bottom of Hole 3- JOB NAME RESIDENTIAL LOT V WATER TABLE SITE LOCATION 2600 Block Ocean St. LOOSE BAG SAMPLE Carlsbad, CA JOB NUMBER REVIEWED BY LOG. NO. II IN PLACE SAMPLE • 85-14016 • H! 6 FIGURE NUMBER W DRIVE SAMPLE • 140 130 FILL SUITABILITY TESTS DIRECT SHEAR TEST DATA I 2 3 APPARENT COHESION (pit) APPARENT FRICTION ANGLE 120 im kBIBILE 4GRAVELI SAND 1SRT4 CLAY] C F 1dM IF SO MAXIMUM DRY I 2 3 DENSITY (pcf) 131.51 OPTIMUM MOISTURE 8.5 I 8.4 f CONTENT (%) I 9WO MOISTURE CONTENT % I O1IItII '''Ill 10 20 30 LABORATORY COMPACTION TEST -2.60 SPECIFIC GRAVITY &2.50 _ ZERO AIR VOIDS CURVES 40 SOIL TYPE SOIL CLASSIFICATION BORING NO. TRENCH NO. DEPTH I Dark red to brown,fine to med. sand HP-1 6" 2 Gray to brown,fine to medium sand HP-5 6" 3 Dark red to brown,sflty,fine to med sand HP-2 1' SWELL TEST DATA I 2 3 INITIAL DRY DENSITY (pci) INITIAL WATER CONTENT (%) LOAD (pit) PERCENT SWELL JOB NO, 85-1e016 FIGURE NO III PROPOSED STRUCTURE — CONCRETE FLOOR SLAB I r7 0 _________ - TOP OF COMPACTED FILL SLOPE (LOOSE OVERBURDEN SOIL IS IGNORED) COMPACTED FILL SLOPE - - __ 0 0 _ _• WITH MAXIMUM INCLINATION AS PER SOILS REPORT (REINFORCEMENT OF OUNDATIONS AND FLOOR - 0 43 - -. SLABS FOLLOWING THE -. .. -. 0 - TOT DEPTH OF FOOTING MEASURED FROM FINISH RECOMENDATIONS OF THE OIL SUB-GRADE ARCHITECT OR STRUCTURAL 0 6 ENGINEER. 0 0 - -. COMPACTED FILL dONCRETE FOUNDATION h._I2"MINIMUMORASDEEP AS REOU RED FOR OUTER ST _ TYPICAL -SECTION (SHOWING PROPOSED FOUNDATION LOCATED WITHIN FIVE FEET OF TOP OF COMPACTED FILL SLOPE) M INIMUM TOTAL DEPTH OF FOOTING DISTANCE FROM TOP OF SLOPE FIGURE NUMBER IV JOB NUMBER 85-4016 2.0:1:0 FILL SLOPE 0 42 " 35" 2 24" 4' APPENDIX A UNIFIED SOIL CLASSIFICATION CHART SOIL DESCRIPTION COARSE-GRAINED More than half of material Is larger than a No. 200 sieve GRAVELS, CLEAN GRAVELS More than half of coarse fraction is larger than GW Well-graded gravels, gravel and sand mix- No. 4 sieve size, but smaller than 3" tures, little or no fines. GP Poorly graded gravels, gravel and sand mix- tures, little or no fines. GRAVELS WITH FINES GM Silty gravels, poorly graded gravel-sand-silt (appreciable amount) mixtures. GC Clay gravels, poorly graded gravel-sand-silt - mixtures. SANDS, CLEAN SANDS SW Well-graded sand, gravelly sands, little or no More than half of coarse fraction is smaller than a no fines. No. 4 sieve. SP Poorly graded sands, gravelly sands, little or no fines. SANDS WITH FINES SM Silty sands, poorly graded sand and silty (appreciable amount) mixtures. SC Clayey sands, poorly graded sand and clay mixtures. FINE-GRAINED More than half of material Is smaller than a No. 200 sieve SILTS AND CLAYS ML Inorganic silts and very fine sands, rock flour, sandy silt and clayey-silt sand mixtures with a slight plasticity. Liquid Limit Less Than 50 CL Inorganic clays of low to medium plasticity, gravelly clays, sandy clays, silty clays, clean clays. OL Organic silts and organic silty clays of low plasticity. MH Inorganic silts, micaceous or diatomaceous fine sandy or silty soils, elastic silts. Liquid Limit Greater Than 50 CH Inorganic clays of high plasticity, fat clays. OH Organic clays of medium to high plasticity. HIGHLY ORGANIC SOILS PT Peat and other highly organic soils. APPENDIX B GRADING SPECIFICATIONS - GENERAL The intent of this item is to properly establish procedures for cleaning and compacting natural ground, preparing areas to be filled, and placing and compacting fill material to the grades and slopes as shown on the Grading Plans. CLEARING All vegetation, brush and debris shall be removed, piled and burned, or otherwise disposed of, to give the surface a neat and finished appearance. COMPACTING NATURAL GROUND After clearing, the natural ground shall be scarified to a depth of at least 12 inches, watered to optimum requirements and compacted to not less than 90 percent of maximum dry density, according to A.S.T.M. Test Method D-1557, in a four-inch diameter, cylindrical mold of 1/30th-cubic-foot volume. Field density tests shall be taken in the natural ground in accordance with A.S.T.M. Test Method D-1556. FILL MATERIALS Materials for the fill shall be approved by the soils engineer and shall be free from organic matter and other deleterious substances. In the event that expansive materials are encountered within three feet of finished grade, they shall be entirely removed or thoroughly mixed with good, granular material before incorporating them in fills. No footing shall be allowed to bear on soils which, in the opinion of the soils engineer, are detrimentally expansive -- unless designed for this clayey condition. PLACING AND COMPACTING FILL MATERIAL After preparing the areas to be filled, the fill materials shall be placed in layers not to exceed six inches in compacted thickness. Each layer shall be watered to opti- mum requirements and compacted to not less than 90 percent of maximum dry density in accordance with A.S.T.M. Test Method D-1557. Compaction of the fill shall then proceed in the specified manner to the grades shown on the approved plans. When the slope ratio of the original ground is steeper than 5.0 horizontal to 1.0 vertical, the original ground shall be benched. Ground slopes flatter than 5.0 horizontal to 1.0 vertical shall be benched when considered necessary by the soils engineer. Fill slopes shall be compacted by means of a sheepsfoot roller, or other suitable equipment. Slope compaction shall be continued until the slopes are stable but not too dense for planting. Field density tests shall be taken when considered necessary by the soils engineer in accordance with. A.S.T.M. Test Method D-1556 and shall be made not exceeding two feet in vertical height providing each layer is tested. FIELD OBSERVATION AND DENSITY TESTING Observation and testing of the fill shall be made by the representative of Ceotechnical Exploration, Inc. during the grading operation so that it can be reasonably assumed that the fill was placed in accordance with these specifications. SEASON LIMITS No fill material shall be placed, spread conditions. When the work is interrupted by not be resumed until field tests indicate that fill are as previously specified. I or rolled during unfavorable weather heavy rains, the filling operation shall the moisture content and density of the APPENDIX UNIFIED SOIL CLASSIFICATION CHART SOIL DESCRIPTION COARSE-GRAINED More than half of material Is larger than a No. 200 sieve GRAVELS. CLEAN GRAVELS More than half of coarse fraction is larger than GW Well-graded gravels, gravel and sand mix- No. 4 sieve size, but smaller than 3" tures, little or no fines. GP Poorly graded gravels, gravel and sand mix- tures, little or no fines. GRAVELS WITH FINES GM Silty gravels, poorly graded gravel-sand-silt (appreciable amount) mixtures. GC Clay gravels, poorly graded gravel-sand-silt mixtures. SANDS, CLEAN SANDS SW Well-graded sand, gravelly sands, little or no More than half of coarse fraction is smaller than a no fines. No. 4 sieve. SP Poorly graded sands, gravelly sands, little or no fines. SANDS WITH FINES SM Silty sands, poorly graded sand and silty (appreciable amount) mixtures. SC Clayey sands, poorly graded sand and clay mixtures. FINE-GRAINED More than half of material Is smaller than a No. 200 sieve SILTS AND CLAYS ML Inorganic silts and very fine sands, rock flour, sandy silt and clayey-silt sand mixtures with a slight plasticity. Liquid Limit Less Than 50 CL Inorganic clays of low to medium plasticity, gravelly clays, sandy clays, silty clays, clean clays. OL Organic silts and organic silty clays of low plasticity. MH Inorganic silts, micaceous or diatomaceous fine sandy or silty soils, elastic silts. Liquid Limit Greater Than 50 CH Inorganic clays of high plasticity, fat clays. OH Organic clays of medium to high plasticity. HIGHLY ORGANIC SOILS PT Peat and other highly organic soils. APPENDIX C LABORATORY TESTING Representative specimens of the collected soils were tested in the laboratory to determine their classification, moisture-density, expansion, consolidation, and shear strength. These tests are discussed below, and the laboratory results are summarized on Figure Nos. Ill and IV. Classification: Soils are described (classified) by various methods most commonly based on the percentage distribution of soil particles -- by size -- within the material. The actual soil classification is evaluated by the Unified Soil Classification System (see Appendix A). Moisture-Density: The in-place moisture content and density of the soils are determined by the sand cone method (A.S.T.M. D-1556), modified drive-cylinder method (A.S.T.M. D-2937), and on relatively undisturbed chunk samples. These densities are compared against a laboratory derived standard (A.S.T.M. D-1557) to determine the relative compaction of the soil. The laboratory standard -- Maximum Dry Density -- represents a density obtainable in the field using conventional compaction equipment. The soil water content at which maximum dry density is definable is termed the Optimum Moisture Content. Expansion: Those soils classified as possessing a clay content are tested for their swell characteristics, i.e., changes in volume with changes in moisture content. These tests are performed in accordance with the County of San Diego and/or Uniform Building Code Standard No. 29-2 methods of testing. These standards are similar to those in affect at the time of the initial site grading. Consolidation: Selected undisturbed samples of the soils are tested for consolidation, i.e., their load-settlement characteristics. This is accomplished by subjecting a soil specimen to increasingly greater loads and noting the corresponding deformations at regular intervals until equilibrium. These tests are performed on a uniaxial consolidometer using confined ring samples, and allowed top and bottom free-draining surfaces. APPENDIX D REFERENCES City of Oceanside Topographic Sheet #E-3, 1958, prepared by Pacific Air Industries. County of San Diego Topographic Survey Sheet 378-1665, 1975, prepared by the County of San Diego, Dept. of Transportation. Weber, F. Harold Jr., 1982, Recent slope failures, ancient landslides, and related geology of the northcentral coastal area, San Diego County, Calif.; Calif. Dept. of Conservation, Div. of Mines and Geology Open-file. report 82-12LA. Wilson, K.L., 1972, Eocene and related geology of a portion of the San Luis Rey and Encinitas quadrangles. San Diego County, California; Univ. of Calif., Riverside, Master's Thesis. VICINITY PAP NOT TO SCALE SITE PLAN RESIDENTIAL SITE 2600 BLOCK OCEAN ST CARLSBAO, CA FIGURE 1 JOB* 85-4016 C 17_-Z~k dD AM I- I I ii HP-5 EXISTING EXPOSURES OF FORMATION WITH TERRACE ON TOP HP— I;KHP-4 NOTE: This Site Plan Is not to be used for legal purposes. Locations and dimensions are approxi- mate. Actual property dimensIOns and locations of utilities may be obtained from the Approved Building Plaiss or the "As-Built" Grading Plans. 130' LEGEND PROPERTY BOUNDARY WOOD FENCE GD CHAIN LINK FENCE N EXPLORATORY HAND PIT EXISTING SLOPE REFERENCE: THIS PLOT PLAN WAS PREPARED FROM ON—SITE FIELD RECONNAISSANCE PERFORMED BY GEl I I .. ; • SCHOOL FEE COMPLIANCE CERTIFICATION (Government Code Section 53080(b)) This form shall be used to determine the amount of school fees for a project and to verify that the project applicant has complied with the school fee requirements. No building permits for the projects shall be issued until the certification is signed by the School District and returned to the Building Department of the City of Carlsbad. PROJECT INFORMATION (To be completed by the applicant) Project Address: '7/47c Project Applicant: Project Type: —Residential/No. of Dwellings _Commercial _Industrial Phased Project: _Yes — No. Building Permits are for entire project/' _Yes No. Square feet of covered or enclosed space L)s; .ee'-- 7,L Plan check or Building Permit No. 4p--7- OF Official checking form %L_,ic4..._- Date /-2-1,P7 INFORMATION VERIFICATION (To be completed by the project applicant) I, , declare under penalty of perjury under the Laws of the State of California that I am the project applicant for the project listed above and that the foregoing information is true and correct. Executed this day of , 198_, at California. FEE CERTIFICATION (To be completed by the School District) Applicant has complied with fee requirement under Government Code 53080. Project is subject to an existing fee agreement. Project exempt from Government Code 53080. Final Map approval and construction started before September 1, 1986. (other school fees paid) Other School District Official: SIGNATURE DATE 'O4 kt- NAME (PRINT) PHONE NO. TITLr 1200 ELM AVENUE CARLSBAD, CA 92008.1989 Office of the City Engineer o iH?(----- : 'Foc TELEPHONE (619) 438-5541 July 14, 1986 41 EASEMENT DEDICATION/QUITCLAIM THE FOLLOWING DOCUMENTS ARE REQUIRED FOR EITHER AN EASEMENT DEDICATION OR EASEMENT QUITCLAIM Letter requesting dedication/quitclaim to City Engineer. 8-1/2" x 11" plat (showing bearing and distances) of the area to be dedicated/quitclaimed, stamped and signed by the engineer or surveyor of work. Legal description of the area to be dedicated/quit- claimed, stamped and signed by the engineer or surveyor of work. The area (in square feet) to be dedicated/ quitclaimed shall be called out. Title report of the property. $150.00 processing fee. Location map on 8-1/2" x 11" sheet. Traversecalculations of the area to be dedicated! quitclaimed. MASS SUMMARY SHEET MASS #1--13" Lightweight Concrete (sq. ft.) Unit 'A' Unit 'B' Kitchen 143 43 Bath #2 38 38 Entry 35 35 Powder Rm. 34. 314. Master Pwdr. Rm. 277 27 Master Bath 76 76 253 sf 253 sf MASS #2--Ceramic Tile on Mud (sq. ft.) 1" Overall Unit 'A' Unit 'B' th #1 (Shwr.) 35 63 Bath #2 (Shwr) 65 65 Master Bath (Shwr.) 6 63 163 sf 191 sf MASS #3--4" Slab w/Tile or Vinyl Unit 'A' Unit 'B' Activity Thu. 11.77 1482 Hall #1 98 162 Hall #2 80 Bath #1 22 36 677 sf 0sf g~ -- 6 oz (..a 506 sf TOTAL 354 sf TOTAL 1357 sf TOTAL MASS #k--l+" Slab w/Carpet Unit 'A' Liv./Ding. Thu. 854 Hall 67 Bedroom #2 287 Dressing #2 20 Master Bedroom 253 Master Dressing 56 1537 sf Unit 'B' 854 79 290 20 264 50 1557 sf 3094 sf TOTAL