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2442 SACADA CIR; ; CB991651; Permit
02/01/2000 Job Address Permit Type Parcel No Valuation Occupancy Group # Dwelling Units Bedrooms Project Title City of Carlsbad Residential Permit Permit No CB991651 Building Inspection Request Line (760) 602-2725 2442 SACADA CR CBAD RESDNTL $368,376 00 Sub Type Lot# Construction Type 6 Reference # 2 Structure Type 0 Bathrooms STEPHENS DUPLEX 4,268 SF DUPLEX W/ 800 SF GARAGE DUP 0 VN MF2-4 0 Status Applied Entered By Plan Approved Issued Inspect Area Ong PC# Plan Check# ISSUED 04/29/1999 MDP 02/01/2000 02/01/2000 Applicant SCHUSS HOWARD STE215 9474 KEARNY VILLA RD SAN DIEGO CA 92126 619-578-2950 Owner 8836 02/01/00 0001 01 02 C-PRtfT 23099-08 Total Fees $24,11476 Total PaymentS2TrDaeJ. -Due $23,099 08 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park in Lieu Fee Park Fee LFM Fee Bridge Fee Other Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot Water Con Fee Meter Size Add'l Pot Water Con Fee Reel Water Con Fee Meter'Size RecfwaterfCon .„„., License TaxNCORP-j-irtieu$620 00 jj;q 00 $636 OO$dop$oob $0"00 $000 $000 $000 $000 $000 IE License Tax (CFDsFund) jTraffic'jmpact^eej' ^ * > ''Tiraffic'Impact^FD^iand) /ITFM2 Transpo^ation Fee \ S id'ewaT^Fe e^x^ WUMBlNfe'TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Housing Impact Fee Housing InLieu Fee Master Drainage Fee Sewer Fee TOTAL PERMIT FEES $000 $000 $000 $000 $6,704 44 $6,18872 $000 $000 $473 76 $534 24 $000 $000 $31600 $8500 $81 00 $5,850 00 $000 $1050 $000 $24,11476 Inspector FINAL APPROVAL Date Clearance __ NOTICE Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as fees/exactions" You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside void, or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewei connection fees and capactiy changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (760) 438-1161 -tUI^ $ArtJ^#<&^ PERMIT APPLICATION \/\o CITY OF CARLSBAD BUILDING DEPARTMENT 2075 Las Palmas Dr , Carlsbad CA 92009 (760)438-1161 44 Sacada Circle FOR OFFICE USE ONLY PLAN CHECK NO EST VAL Plan Ck Deposit Date AddressJinc uc e^ldg/Suite #) La Costa Business Name {at this address) South 1 MAP fil 17 ? Legal Description 216-190-60 Lot No Subdivision Name/Number Unit No Phase No Total # of units Assessor s Parcel # Construction of a Duplex Existing Use 2134 x 2 = 4268 SF Proposed Use 3 each Description of Work SQ FT #of Stones of Bedrooms # of Bathrooms Howard Schuss ufft^ Name **, Address C"l^^^^^orl^\^i^3^^L^^S'a^°L (i»V.OIUJ,yjH.i I Kiw 3, ,^; i^MMJA, S i «Ai-iiUi iiwl. 1.^1 , «,!(«!)!,- < !<! Uii «i» i 1&3 aA iSSWSWi.8rU.tjf *. t ,it,'iai' li>(te»b;tf 31 . ? '_'-!' Vi''? O O O C A 9474 Kearny V111 a RHa Snif-P g]g ^an Plgg" .CA 92126 (619)578-2950 (Sec 7031 5 Business and Professions Code Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code! or that he is exempt therefrom, and the basis for the alleged exemption Any violation of Section 7031 5 by any applicant for a permit subjects the applicant to a civil penalty of not mor«> than five hundred dollars !S500]) Name State License # 620695 Howard Schuss 9474 K Designer Name State License # oou Address Bi__ . "J- 0arny Villa Rd #?1R Address City State/Zip City Business License # ^an nipnoCity J Ca Q21?6State/2Tp Telephone ff (619) 578-2950 Telephone Workers Compensatton Declaration I hereby affirm under penalty of perjury one of the following declarations Q I have and will maintain a certificate of consent to self-insure for workers compensation as provided by Section 3700 of the Labor Code for the performance of the work for which this permit is issued Q I have and will maintain workers' compensation as required by Section 3700 of the Labor Code, for the performante of the work for which this permit is issued My worker s compensation insurance carrier and policy number are Insurance Company Policy No Expiration Date [THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100| OR LESS) Q CERTIFICATE OF EXEMPTION I certify that in the performance of the work for which this permit is issued, I shall not'employ any person in any manner so as to become subject to the Workers Compensation Laws of California WARNING Failure to secure workers' compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100 000) in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney s fees SIGNATURE DATE I hereby affirm that I am exempt from the Contractor's License Law for the following reason Ur I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale If, however the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale) Q I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor s License Law) Q I am exempt under Section Business and Professions Code for this reason 1 I personally plan to provide the major labor and materials for construction of the proposed property improvement H^ES C]NO 2 I (have / have not) signed an application for a building permtt for the proposed work 3 I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number) 4 I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number / contractors license number) _^____ 5 I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work) ^ PROPERTY OWNER ^nMATiiRP ^**- -^^==^~^ DATE W^C\.-aj^«a. [COMPLETE THIS SEl;T<;dN[jW«^ u9!^rj?-r2-SS Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration 1orm or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? Q YES Q NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Q YES O NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? Q YES Q NO IF ANY OF THE ANSWERS ARE YES A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT l8[Iil'Cb~NSfRUCTJON;LENDIN^ ^l^hJO^V™^ I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(i) Civil Code) LENDER'S NAME LENDER'S ADDRESS I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate I agree to comply with all City ordinances and State laws relating to building construction I hereby authorize representatives of the CitV of Carlibad to enter upon the above mentioned property for inspection purposes I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT OSHA An OSHA permit is required for excavations ove EXPIRATION Every permit issued by the Building Offi work authorized by such permit IB not commenced with or abandoned at any time after[ APPLICANT'S SIGNATURE work is commenced I 0" deep and demolition or construction of structures over 3 stories in height I under the provisions of this Code shall expire by limitation and become null and void if the building or 365 days from the date of such permit or if the building or work authorized by such permit is suspended r a period of 180 days (Section 106 4 4 Uniform Building Code) DATE April 28, 1999 1TE File YELLOW Applicant PINK Finance City of Carlsbad final Building Inspection Dept: Building'uEngineering Planning CMWD St Lite Fire Plan Chcck# Permit #CB991651 Project Name STEPHENS DUPLEX 4,268 SF DUPLEX W/ 800 SF GARAGE Address 2442 SACADA CR Phone Lot '05/21/2001 PermitType RESDNTL Sub Type DUP 0 Contact Person Sewer Dist LC Water Dist O Inspected ^^ ^ — >y.^y^ Inspected By Inspected By Comments Date Inspected S/2** Date Inspected Date Inspected Vff/ Approved Approved Approved v Disapproved Disapproved Disapproved City of Carlsbad Bldg Inspection Request For 06/07/2001 Permit# CB991651 Title STEPHENS DUPLEX Description 4,268 SF DUPLEX VW 800 SF GARAGE 2442 SACADA CR Lot 0 Type RESDNTL Sub Type DUP Job Address Suite Location APPLICANT SCHUSS HOWARD Owner STEPHENS KEVIN F Remarks Inspector Assignment JC Phone 7605196508 Inspector , Total Time CD Description 19 Final Structuralj_ 29 Final Pfumbmg 39 Final Electrical 49 Final Mechanical Requested By, RICHARD Entered By ROBIN Act omments Associated PCRs Inspection History Date Description Act Insp 06/01/2001 89 Final Combo NR JC 05/31/2001 89 Final Combo CA JC 05/30/2001 89 Final Combo NR JC 05/29/2001 29 Final Plumbing WC RB 05/29/2001 84 Rough Combo CA RB 05/09/2001 39 Final Electrical AP JC 04/27/2001 22 Sewer/Water Service AP JC 04/26/2001 22 Sewer/Water Service PA JC 03/23/2001 17 Interior Lath/Drywall AP JC 03/14/2001 17 Interior Lath/Drywall AP JC 03/14/2001 18 Exterior Lath/Drywall AP JC 03/14/2001 23 Gas/Test/Repairs AP JC 03/14/2001 27 Shower Pan/Roman Tubs AP JC 03/13/2001 82 Drywall/Ext Lath/Gas Test CA JC 03/08/2001 16 Insulation AP JC 03/06/2001 84 Rough Combo AP JC Comments ROUTE FOR FINALS ONLY NOTE FLORSCENT AT STORAGE SHOWER & TUB AREA CITY OF CARLSBAD ELECTRIC AND GAS METER CLEARANCE INTER-DEPARTMENT ADDRESS:P B SEO Service Equipment Only Reason, If Denied ELECTRIC METER GAS METER Buildi COMMERCIAL RESIDENCE NEW SERVICE RELOCATE TS PB TEMP P/P UP-GRADE TEST METER IRR PEDESTAL COMMERCIAL RESIDENCE TEST METER / ^S^ao^^L. ecto£^ignature Called In By Called InTo •,YES :' NO YES NO YES NO Date Time Date Time CITY OF CARLSBAD ELECTRIC AND GAS METER CLEARANCE INTER-DEPARTMENT ADDRESS:C /? S E O Service Equipment Only Reason, If Denied ELECTRIC METER GAS METER Called In By Called In To COMMERCIAL RESIDENCE NEW SERVICE RELOCATE TSPB TEMP P/P UP-GRADE TEST METER IRR PEDESTAL COMMERCIAL RESIDENCE TEST METER YES NO YES NO YES NO Date (O-O/ Date Time Time City of Carlsbad Bldg Inspection Request For 05/08/2001 Permit# CB991651 Title STEPHENS DUPLEX Description 4,268 SF DUPLEX W/ 800 SF GARAGE Inspector Assignment JC 2442 SACADA CR Lot Type RESDNTL Sub Type DUP Job Address Suite Location APPLICANT SCHUSS HOWARD Owner STEPHENS KEVIN F Remarks Phone 7605196508 Inspector Total Time Requested By RICHARD Entered By CHRISTINE CD Description 39 Final Electrical Act Comments Associated PCRs Inspection History Date Description 04/27/2001 22 Sewer/Water Service 04/26/2001 22 Sewer/Water Service 03/23/2001 17 Interior Lath/Drywall 03/14/2001 17 Interior Lath/Drywall 03/14/2001 18 Exterior Lath/Drywall 03/14/2001 23 Gas/Test/Repairs 03/14/2001 27 Shower Pan/Roman Tubs 03/13/2001 82 Drywall/Ext Lath/Gas Test 03/08/2001 16 Insulation 03/06/2001 84 Rough Combo 02/28/2001 14Frame/Steel/Bolting/We!ding 02/23/2001 16 Insulation 02/16/2001 13 Shear Panels/HD's 01/22/2001 13 Shear Panels/HD's 01/19/2001 15 Roof/Reroof 12/27/2000 18 Exterior Lath/Drywall 11/13/2000 11 Ftg/Foundation/Piers 10/24/2000 63 Walls 10/23/2000 63 Walls 10/11/2000 63 Walls 10/11/2000 66 Grout 09/29/2000 11 Ftg/Foundation/Piers Act Insp Comments AP JC PA JC AP JC SHOWER & TUB ARE AP JC AP JC AP JC AP JC CA JC AP JC AP JC NR JC AP JC AT SHEAR WALL M/BED AP JC OK TO WRAP AP JC AP JC AP JC AP TL GARAGES CA TL APPD ON 10/23/00 DRAINS GRAVEL AP TL GRAVEL & DRAINS WC TL AP TL WALLS @ GARAGE, MAIN FLOOR&STAIRS CO AP TL BLOCK FTG @ GARAGE & MAIN FLOOR 16INOC ^ City of Carlsbad Bldg Inspection Request For 02/23/2001 Permits CB991651 Title STEPHENS DUPLEX Description 4,268 SF DUPLEX W/ 800 SF GARAGE Inspector Assignment JC 2442 SACADA CR Lot Type RESDNTL Sub Type DUP Job Address Suite Location APPLICANT SCHUSS HOWARD Owner Remarks PRELIM INSUL 0 »f Phone 7605196508 Inspector _»A(Z > Total Time CD Description 16 Insulation Requested By RICHARD Entered By CHRISTINE Act Comments Associated PCRs Inspection History Date Description Act 02/16/2001 13 Shear Panels/HD's AP 01/22/2001 13 Shear Panels/HD's AP 01/19/2001 15Roof/Reroof AP 12/27/2000 18 Exterior Lath/Drywall AP 11/13/2000 11 Ftg/Foundation/Piers AP 10/24/2000 63 Walls CA 10/23/2000 63 Walls AP' 10/11/2000 63Walls WC 10/11/2000 66 Grout AP 09/29/2000 11 Ftg/Foundation/Piers AP 09/28/2000 61 Footing NR 09/01/2000 11 Ftg/Foundation/Piers ' WC 09/01/2000 12 Steel/Bond Beam AP 08/22/2000 11 Ftg/Foundation/Piers CA 08/21/2000 52 Underground Plumbing WC 08/21/2000 66 Grout AP 08/14/2000 62 Steel/Bond Beam CO Insp Comments JC OK TO WRAP JC JC JC TL TL TL TL TL TL TL TP TP TL TL TL TL GARAGES APPD ON 10/23/00 DRAIN & GRAVEL GRAVEL & DRAINS WALLS © GARAGE, MAIN FLOOR&STAIRS CO BLOCK FTG @ GARAGE & MAIN FLOOR BOLTS @ LEDGER PLACED INSPECTED BY TP 8/21/00 LOWER END WALLS 16INOC City of Carlsbad Bldg Inspection Request For 10/11/2000 Permit# CB991651 Title STEPHENS DUPLEX Description 4,268 SF DUPLEX W/ 800 SF GARAGE Inspector Assignment TL 2442 SACADA CR Lot Type RESDNTL Sub Type DUP Job Address Suite Location APPLICANT SCHUSS HOWARD Owner Remarks MASONRY INSPECTION Phone 7605196508 Inspector Total Time CD Description 63 Walls Requested By RICHARD Entered By CHRISTINE Act Comments C, to. Associated PCRs Inspection History Date Description 09/29/2000 11 Ftg/Foundation/Piers 09/28/2000 61 Footing 09/01/2000 11 Ftg/Foundation/Piers 09/01/2000 12 Steel/Bond Beam 08/22/2000 11 Ftg/Foundation/Piers 08/21/2000 52 Underground Plumbing 08/21/2000 66 Grout 08/14/2000 62 Steel/Bond Beam Act AP NR WC AP CA WC AP CO Insp TL TL TP TP TL TL TL TL Comments BLOCK FTG @ GARAGE & IV BOLTS @ LEDGER PLACED INSPECTED BY TP 8/21/00 LOWER END WALLS City of Carlsbad Bldg Inspection Request For 9/28/2000 Permit# CB991651 Title STEPHENS DUPLEX Description 4,268 SF DUPLEX W/ 800 SF GARAGE Inspector Assignment TL 2442 SACADA CR Lot 0 Type RESDNTL Sub Type DUP Job Address Suite Location APPLICANT SCHUSS HOWARD Owner Remarks WALL FOOTING INSPECTION ?? Phone 7605196508 Inspector Total Time CD Description 61 Footing Requested By RICHARD Entered By CHRISTINE Comments Associated PCRs Date 9/1/2000 9/1/2000 8/22/2000 Inspection History Description Act Insp Comments WC TP AP TP BOLTS @ LEDGER PLACED CA TL INSPECTED BY TP 8/21/00 WC TL AP TL LOWER END WALLS CO TL 11 Ftg/Foundation/Piers 12 Steel/Bond Beam 11 Ftg/Foundation/Piers 8/21/2000 52 Underground Plumbing 8/21/2000 66 Grout 8/14/2000 62 Steel/Bond Beam PO Box 1195 Lakeside, CA 92040 (619)443-0060 To 7 2 D t 9/2 f ft Ct /la y a 5- - From SOIL TESTERS REPRESENTATIVE SOU, TESTERS PO Box 1195 Lakeside, CA 92040 (619) 443-0060 0 /S> n * \//n n -J~ c & T ( v S i &Jo,/ C <r/? * C From SOIL TESTERS REPRESENTATIVE CARL SCHMIDT REGISTERED SPECIAL INSPECTOR P O Box 1 78403 Son Diego. CA 921 77-8403 Phone (6 19) 855-9252 SPECIAL INSPECTION REPORT PROJECT, ^ ^/0 /-ejr _ JOB START: ~ JOB STOP: CITY. /r ^ c/ PERMIT #: £&99y%S / PUVNF1LE# TYPE OF OBSERVATIONS: MASONRY^. REINFORCED CONCRETE FIELD WELDING EPOXY PRESTRESSED CONCRETE SHOP WELDING BOLTING REINFORCING STEEL FIREPROOFING. SAMPLES' NUMBER TYPE: Moterbte/Design Mix Numbers^PSI: -•-—,— jrf—*s—.j .ff (e / J Inspection Dote: -- REPORT r "~ o / J-ZT WORK INSPECTED CONFORMS WITH APPROVED PWNS AND SPECFCATIONS UNLESS OTHERWISE NOTED Project Billing Information: Print Name Certification* Phone: ( Fax; ( } Signature of Special Inspector CARL SCHMIDT REGISTERED SPECIAL INSPECTOR P. O. Box 1 78403 Son Ptego. CA 921 77-8403 Phone (6 19) 855-9252 PROJECT. SPECIAL INSPECTION REPORT CITY. J c^cfic/ t/PERMIT #•/^TV JOB START: JOB STOP; PLAN FILE #• TYPE OF OBSERVATIONS: MASONRY j REINFORCED CONCRETE FIELD WELDING EPOXY PRESTRESSED CONCRETE SHOP WELDING BOLTING REINFORCING STEEL FIREPROOFJNG. SAMPLES: ~ '^NUMBER'" ' ^ Motenais/Design Mix Numbers/PSI: Inspection Date: o REPORT d o r-^r-i Of '•$** -^ w // n & (o / ' ^ c 7 — / WORK INSPECTED CONFORMS WTTH APPROVED PLANS AND SPECIFICATIONS UNLESS OTHERWISE NOTED A 6? ¥2. Project Billing Information, Print Name Certification # Phone; Fax: Signature of Special Inspector CARL SCHMIDT REGISTERED SPECIAL INSPECTOR P, O. Box 1 78403 San Diego. CA 921 77-8403 Phone (61 9) 855-9252 PROJECT- ADDRESS^ CITY; C#J S^c^</t 1 W-9JM*-*' / f W_X -frU </ SPECIAL INSPECTION REPOR 3 2Ly?AO £ <^ c,^ c/q PERMIT #\C s £v r" c /-^ •^X7 *9 ^ /^ r- /i? / / / e» J / JOB START; JOB STOP; PLAN FILE #: 1YPE OF OBSERVATIONS: MASONRY^ REINFORCED CON3CRETE FIELD WELDING EPOXY PRESTRESSED CONCRETE SHOP WELDING BOLTING REINFORCING STEEL FIREPROOFING. SAMPLES' NUMBER.:. TYPE, * " I """ Materials/Design Mix Numbers/PSI: C ~ <3 &__ * ' inspection Date- -' REPORT T /a-j/ ^^ /Z " C^7U «/«, //s -fir Z — ^ - — <?kf- & /^ c £ ft* , WORK INSPECTED CONFORMS WITH APPROVED PLANS AND SPECIFCATONS UNLESS OTHERWISE NOTED / ^ C h <^> /q/ / _ ^? ^Z Project Billing Information; Print Name Certification # Phone; { ) Fax; f ) Signature of Special Inspector CARL SCHMIDT REGISTERED SPECIAL INSPECTOR P, O. Box 178403 San Diego. CA 92177-8403 Phone (619) 855-9252 SPECIAL INSPECTION REPORT PROJECT: O^- C U o/^ Q ^/3/€ <k JOB START- ADDRESS; 3-* yVZ, /«%,<:«=«. t/g JOB STOP; CITY: f^/r/* </ PERMIT #: CjS <~? 9 /£ J"V PLAN FILE #• TYPE OF OBSERVATIONS: MASONRYc REINFORCED CONCRETE FIELD WELDING EPOXY PRESTRESSED CONCRETE SHOP WELDING BOLTING REINFORCING S1EEL FIREPROOF1NG. SAMPLES. NUMBER- ' TYPE: ' 1 ' Materials/Design MixNumbers/PSI: C-90 U.<*< i~f , 7Vx£?--e S Inspection Date: ~ ~ REPORT 8* s* A"^ WORK INSPECTED CONFORMS WITH APPROVED PLANS AND SPECIFCATDNS UNLESJJ OTHERWISE NOTED /.y^ L j*»tQ ( &?T^ Project Billing Information: Print Name Certification # Phone: Fax;f Signature of Special Inspector CARL SCHMIDT REGISTERED SPECIAL INSPECTOR P O Box 1 78403 Phone (6 19) 855-9252 SPECIAL INSPECTION REPORT C PROJECT. 0<^C<* 0ADDRESS- ^ yyy CITY; ^A/-///^ </ ^A h K/? / 5<^ &c. c/£[ PERMIT #: '-e;* • Cr^c/~t C&W/ksi JOB START: JOB STOP: PLAN FILE #: TYPE OF OBSERVATIONS: MASONRY REINFORCED CONCRETE FIELD WELDING EPOXY PRESTRESSED CONCRETE SHOP WELDING BOLTING REINFORCING SI EEL FIREPROOFING. SAMPLES: NUMBER'^—^ Motenals/Design Mix Numbers/PSI: Inspection Date; - ° REPORT ^- /? ~ C/ •€ / <~rOt^*vOrGi Y*l ffJi /5i^ /s~^ £J / ,"_?/ ^^KC/ J '&>£Z.* • _ •* *^ ' ' I . ' f m^^ f ' ^"^ 1 I *•.—- ^1 f . & , -L£ , - - :a,^ O—-?//-ro To *- A u c^r ^ a if 7" ' <-\ £(& i^s &CT~ c> n- ^"-g_r^ s^. o s 7~o . 8 - —r WORK INSPECTED CONFORMS WITH APPROVED PLANS AND SPECIFCAT1ONS UNLESS OTHERWISE NOTED </ T (a yz Project Billing Information: 5Print- Name '^ * Certification # Phone: Fax: Signature of Special Inspector SINGLE FAMILY DWELLING ELECTRICAL SERVICE LOAD CALCULATION _ OPTIONAL METHOD NEC 220-30 As an alternative method, the STANDARD METHOD, _ found in ARTICLE 220 of the National Electric Code, may be used 1. GENERAL LIGHTING LOADS • Dwelling _ '<?V6 _ sq. ft. x 3 VA = $11? VA - \ Smairapplianceloads'-220-16(a) 1500 VA x_5_circuits = " %£oQ VA Laundry load -220-16(b) 1500 VA x _J_circuits = • 7.^g> VA General Lighting Total 2. COOKING EQUIPMENT LOADS - Nameplate Value . Range Cooktop Oven(s) -VA =^Cooking Equipment Total; 3. ELECTRIC DRYER 220,18 (Nameplate, 5000 VA minimum)! VA VA VA Dryer VA =Dryer Total U 4. FIXED APPLIANCE LOADS 230-30(b3) Dishwasher = Disposal = Compactor = Water Heater = Hydromassage Bathtub = Microwave Oven = Built-in Vacuum = , 'Z.-J&o VA &*yg^> VA - HI _ VA _ n _ VA _ — _ VA ?, ^° ° VA _ ni _ VA _ -- _ VA Fixed Appliance Total 5. OPTIONAL SUBTOTAL (Add all of the above totals) 6. APPLYING DEMAND FACTORS - TABLE 220-30 . , c , w, , « f First 10,000 VA x 100% =Optional Subtotal (from line 5) | Remaining /yy2y VA x 40% = 1. HEATING OR AC LOAD - TABLE 220-30 Larger of the Heating or AC Load - 8 OPTIONAL LOADS TOTAL (Add totals from lines 6 and 7) = 9. MINIMUM SERVICE SIZE = 10,000 VA VA VA Ampere (Please put total on- front of card under Computed Load) SAN DIEGO AREA RESIDENTIAL CIRCUIT CARD AND LOAD SUMMARY (1990 NEC) -> • THIS CARD MUST BE FILLED OUT AND AVAILABLE AT THE SERVICE EQUIPMENT FOR THE ROUGH INSPECTION ADDRESS Z 4V£U ^ ?. ' , OWNER - - - - , - PHONE " "~ CONTRACTOR £>Co 77^ &,g£7'£}£> PHONE Jv^ 2'e>^" $"&'%*'/' PAWFI LOCATION Fie* /z>^6 5Pfr (JufiStfCtf. '• ' ''' 0#r# &PZ> &]*,{> ¥-,YT &Z& A ~^ p/\ir ^-TlS £v?*c — »•"* /**rf- f*^ *ff I ~j / L^f^f fyr UP ^T5 f^u. • . * ^ -* MAIN 0"' -2-0*0 BUS SERVICE ENTRANCE OR F A) SIZE NO ^ I C) WSlHATinN . - _ CKT 1 3 5 7 9 ir 13 15 17 19 21 23 25, 27 29 31 33 -35 37 39 41 BKR SIZE ^3 eo to z& to to W If /r /y /sn. * - A WIRE SEE /Z-./z (t, ^r2- i^ ? IV lU lU /V TYPE /ffftf ' V MISC - • , r - LTG •C I AMPBKR/FUSE Q MLO AMP =EDER CONDUCTORS 3) TYPE fficU [H AL D) CQNmrrfii7F , ..Jj-JL'l " SERVICE GROUND/BOND A) S1ZF NO y- F C) CLMIP LOCAT)ON(S) \¥\ WATER Plf?E> -^ M; C GROUND ROD n ^ H 1 J) TYPE 0i CU C] AL 250- 81 (c) -\ .* <250-80(a) 81(a) 250 - 83(c) r ' GFCI LOCATIONS 210-8 680-70 " 0 BATHROOM (S) 0 GARAGE (SJ Q OUTDOORS 0 KFTCHEN CD HYDROMASSAGE TUB D C REC PERMIT # CENSUS TRACT # AREA IN SO FT \/^~T ^ - REC -\. - - .'COM PI SeeCal B'RANC • A) LIGr B) TW( C),LAU <jop) CE^ REMAF LTG " • • JTED LOAD :ulatK>n Works H CIRCUITS OING CIRCU 3 SMALL AP NDRY CIRCL 4TRAL HEAT ;k-S von WIRE SIZE &. (Z- it- (Z- tz % 'Y 'V /y /Y TYPE A/«ft ' ! «r -S 0 W1RF BKR SIZE 20 u>^ zo to ZO 30 & \< 1ST /$•" CKT 2 f 4 6 8 10 12 14 16 18 20 22- 24 26 28 30 32 34 36 38 40 42 cP^'"2-' heat on back REQUIRED rrs PLIANCE CIRCUITSrr NG EQUIPMENT'- 1 • . LOCATION &A&'&r*3^ • ;??/&&& ^ tr'&f3^ J^ *r &10& PIS H- £>l/£^/ ^ W t^-rs " Ftitm&f ^ 3^^5 3^g & 6>A^f/&'<O , - * - ^ ^* 1 • - ~ AMPS 220 -3(b}. 4(d) 220 - 4(b) 220 - 4(c) (22-7 * J ' > , ~ ' . " * '1 certify that all terminations have been torqued in accordance with manofactu ref"s instructions and that the work shown on this circuit card represents the full extent of the work performed under th s permit , , • *' - f • [~1 OWNER " Deo SIGNE DATE NTRACTOR •} ^J**~ STT-*v 1 - REFERENCE San Diego Electrical Newsletter 215-5 SAN DIEGO AREA RESIDENTIAL CIRCUIT CARD AND LOAD SUMMARY (1990 NEC) THIS CARD MUST BE FILLED OUT AND AVAILABLE AT THE SERVICE EQUIPMENT FOR THE ROUGH INSPECTION ADDRESS ^ V1/^ & OWNER PHONE CONTRACTOR ^£.07T~ £L£>£T£l £. PHONE ^O^^^£> -5~O H <{ PAMFI LOCATION jj$f%£&Bis& £ IT 6P& <£>/£ &*?>- ^>fft P /£>/•/ OVf<^ ^ /T <t^T5 F&MfLs'f Of ^TS P /I, a/ K IT" &F3^- MAIN |~] -2 Of> mis SERVICE ENTRANCE OR F Al SI7F NO r.) WfiiHATtnw CKT 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 BKR SIZE £-0 2>0 20 zo Z<0 30 /r JS~ If if 20 ' A WIRE SIZE (£ (t /•z- )Z- & & If *i»y/v f-z^ TYPE /V/fl fV , £ T4 MlSC LTG ' AMPBKR/FUSE Q MLO " AMP =EDER CONDUCTORS 3} TYPE l~~lcu I~~|AL SERVICE GROUND/BOND ./ A) R17F NO l~j R) TYPF f^| CU [~~] AL C) CLAMP LOCATORS) M ^^ 0 WATER PIPE ' Q GROUND ROD n GFCI LOCATIONS 210-8,680-70 EL BATHROOM (S) 0 GARAGE (S) n OUTDOORS 250- 81 (c) 250-60(8) 81 (a) 250 fl3(c) E3 KITCHEN C3 HYDROMASSAGETUB D C REC REC COM PL SeeCal BRANC A) LIGr 8} TWC C) LAU D) CE^ REMAf LTG PERMIT * CENSUS TRACT* AREAINSQFT f&TtfSs* /<??& MISC JTED LC :ulation V H CIHCl fTlNGCI 3 SMALL NDRYC JTRALH 5KS . . certily instruc extent o Dov Deo SIGNE DATE thatal jonsar I the w ;NER NTRA 3 AD ;orks JITS RCU AP RCL EAT VOL1 WIRE SIZE ^^ (Z. it- (Z- (Z- 9 '*/ /Y/y /v TYPE /vn& 1 / rs (7) WIRF BKR SIZE to zo zo ZO zo VD /r ;r /5T if §-3,^ CKT 2 4 6 8 10 12 14 16 IS 20 22 24 26 28 30 32 34 36 38 40 42 hoot on back REQUIRED ITS PLIANCE CIRCUITS JIT ING EQUIPMENT LOCATION JM)&&£> fcTT&F T^ (^/4<sVe£ - t>t$>p 34T/>6^^ A--^ AV i^T'S /^sr" /3£.£* /5 e^ 0^ ^? -t-fifci'lj/%' Y/OlJ '• AMPS 220 -3(b) 4(d) 220 - 4(b) 220 -4<C) 422 7 terminations have been tcxqued in accordance with manufacturer s td that the work shewn on this circuit card represents the full ork performed under this permit CTOR •"^^ P--5 £)--£? ^A~ s*v~ 4,*^ fc/-^_ { REFERENCE San Diego Electrical Newsletter 215-5 SINGLE FAMILY DWELLING ELECTRICAL SERVICE LOAD CALCULATION OPTIONAL METHOD NEC 220-30 . , As an alternative method, the STANDARD METHOD, ^'found in ARTICLE 220 of the National Electric Code, may be used 1. GENERAL LIGHTING LOADS Dwelling iOng.^ja- /7"76- sq. ft x 3 VA = -,-- } Small appliance loads -220-16 (a) &J90 VA x~Lf"y_circuits =•t^ £> y&& j -,Laundry load-220-16(b) 43i$VA x L circuits = , V f\ VA 'General Lighting Total /s - J 2, COOKING EQUIPMENT LOADS - Nameplate Value Range d//ft VA = Cooktop W/f I VA = VA VA VA Cooking Equipment Total 3. ELECTRIC DRYER 220-18,(Nameplate, 5000 VA minimum) '' 'Dryer Total 4. FIXED APPLIANCE LOADS 230-30(b3) Dishwasher = Disposal =' Compactor - . Water Heater =; • , Hydromassage Bathtub = Microwave Oven = , i" Built-in Vacuum = VA VA VAVA VA VA VA VA Fixed Appliance Total 5. OPTIONAL SUBTOTAL' (Add all of the above totals) VA VA \ VA 6. APPLYING DEMAND FACTORS - TABLE 220-30 « t , o K* , i /A. ' i «\ / Fl^r 10»°°0 VA x 100% = 10,000 VAOptional Subtotal (from line 5) i „ ,„<*„ r> ,,, -«« -^J, »/>*,*F I Remaining.WJi-r VA x 40% = 'TfrL*0 VA VA 7. HEATING OR AC LOAD - TABLE 220-30 Larger of the Heating or~AC toad = 8 ' OPTIONAL LOADS TOTAL (Add totals from lines 6 and 7) = 9. MINIMUM SERVICE SIZE = Optiollg^ToUI = (Please'put total*onffont'of-card under Computed Load) ZOOO Ampere EsGil Corporation In 'Partnership With, government for DATE O6/ 18/99 Q APPLICANT JURISDICTION Carlsbad a FILE PLAN CHECK NO • 99-1651 SET II PROJECT ADDRESS 2442/2444 Sacada Circle PROJECT NAME Duplex for K.F. Stephens The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to Howard Schuss 9474 Kearny Villa Rd Suite 215 San Diego, Ca 92126 ' - /<] Esgil Corporation staff did not advise the applicant that the plan check has been completed' Esgi! Corporation staff did advise the applicant that the plan check has been completed Person contacted Telephone #: Date contacted A fv-t^by ) Fax #. Mai] Telephone/ Fax In Person REMARKS 1) Provide letter from soils engineer stating that liquefaction is not a factor 2)* Provide listing showing that tempered glass at deck is supported on all 4 sides \ . / A/ / / - Vk~By Ray Fuller Enclosures l/r^'*^l/sJ 7z> " Esgil Corporation <j^ D GA D MB D EJ D PC 06/10/99 trnsmtldot 9320 Chesapeake Drive, Suite 208 4- San Diego, California 92123 + (858)560-1468 * Fax (858) 560-1576 EsGil Corporation In {Partners/lip with government for 'Buikhng Safety DATE 05/12/99 Q APPLICANT JURISDICTION Carlsbad Q PLAN REVIEWER Q FILE PLAN CHECK NO/ 99-1651 SET I ' PROJECT ADDRESS 2442/2444 Sacada Circle PROJECT NAME Duplex for K.F. Stephens The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck XI The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person XI The applicant's copy of the check list has been sent to Howard Schuss 9474 Kearny Villa Rd Suite 215 San Diego, Ca 92126 X] Esgil Corporation staff did not advise the applicant ( except by mail) that the plan check has been completed - i Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Telephone # Date contacted (by ) Fax # Mail Telephone Fax In Person REMARKS ' • .i By Ray Fuller Enclosures Esgil Corporation D GA G MB Q'EJ EH PC 05/03/99 tmsmtldot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 4 (619)560-1468 4 Fax (619) 560-1576 Carlsbad 99-1651 05/12/99 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO' 99-1651 JURISDICTION Carlsbad PROJECT ADDRESS. 2442/2444 Sacada Circle FLOOR AREA" Duplex 4268 ' Garage 800 REMARKS' - DATE PLANS RECEIVED BY JURISDICTION DATE INITIAL PLAN REVIEW COMPLETED 05/12/99 STORIES 2 HEIGHT- 20+ ft DATE PLANS RECEIVED BY ESGIL CORPORATION 05/03/99 PLAN REVIEWER- Ray Fuller FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled This plan review is based on regulations enforced by the Building Department You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments Clearance from those departments may be required prior to the issuance of a building permit Present California law mandates that residential construction comply with Title 24 and the following model codes 1994 UBC (effective 12/28/95), 1994 UPC (effective 12/28/95), 1994 UMC (effective 2/23/96) and 1993 NEC (effective 12/28/95) The above regulations apply to residential construction, regardless of the code editions adopted by ordinance The following items listed need clarification, modification or change All items must be satisfied before the plans will be in conformance with the cited codes and regulations Per Sec 106 4 3, 1994 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law To speed up the recheck process, please note on this list (PIT a copy) where each correction item has been addressed, i.e.. plan sheet number, specification section, Be sure to enclose the marked up list when you submit the revised plans. LIST NO 1. GENERAL SINGLE FAMILY DWELLINGS AND DUPLEXES WITHOUT SUPPLEMENTS (1994 UBC) rSforw dot Carlsbad 99-1651 05/12/99 • PLANS 1 Please make all corrections on the original tracings, as requested in the correction list Submit three sets of plans for commercial/mdustnal projects (two sets of plans for residential projects) For expeditious processing, corrected sets can be submitted in one of two ways 1 Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 2075 Las Palmas Drive, Carlsbad, CA 92009, (760) 438-1161 The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments 2 Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (619) " 560-1468 Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments NOTE Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete • FIRE PROTECTION 2 Show locations of permanently wired smoke detectors with battery backup a) Inside each bedroom b) Centrally located in corridor or area giving access to sleeping rooms c) On each story d) In rooms adjacent to hallways serving bedrooms, when such rooms have a ceiling height 24 inches or more above the ceiling height in the hallway • GENERAL RESIDENTIAL REQUIREMENTS 3 Sleeping rooms shall have a window or exterior door for emergency escape Sill height shall not exceed 44" above the floor Windows 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 310 4 Master bedroom is shown as OXO This may not meet egress If XOX or XO as shown on elevations it is OK 4 Window area must be at least 1/10 of the floor area and a minimum of 10 square feet per Section 1203 3 Bedroom 1 is 170 sg ft 5 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 1203 3 Bedroom 1 6 Dimension on the plans 30" clear width for water closet compartments and 24" clearance in front of water closet Section 2904 Carlsbad 99-1651 05/12/99 7 Show glazing in the following locations should be of safety glazing material in accordance with Section 2406 4 a) Doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers and in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface and drain inlet Master Bath b) Fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface 6' x 5' in Living room. c) Walls enclosing stairway landings or within 5 feet of the bottom and top of stairways where the bottom edge of the glass is less than 60 inches above a walking surface See elevations for windows within 5 ft of exterior stairs 8 Walls and floors separating units in a duplex shall be of one-hour fire resistive s construction Provide details of the assemblies Section 310.2 2 9 Note size of windows in garage and structural needs to address this opening in shear wall 10 Complete bubbles show in same location on page A1 • EXITS, STAIRWAYS, AND RAILINGS 11 Guardrails (Section 509 1) a) Shall be detailed showing adequacy of connections to resist the horizontal force prescribed in Table 16-B Note thickness of tempered glass and size panels Detailed all 4 edges being supported or have engineer show glass is adequate as a barrier 12 Provide stairway and landing details Sections 10063, 1006 15 and 10062 a) Show how stringers and treads are supported * ROOFING 13 Specify on the plans the following information for the roof materials, per Section 10633 a) Manufacturer's name & ICBO approval number, or equal b) Product name/number Carlsbad 99-1651 05/12/99 14. Assume that tempered glass at deck does not extend to decking material and there is a maximum of a 4" airspace between glass and deck If this is not the case then show roof drains and overflows for deck Sections 1506 2 and 1506 3 15 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 eave vents or cornice vents) Provide calculations to show area required and area provided Section 15053 • CONCRETE AND MASONRY 16 Show height and construction details of all masonry or conciete walls Chapters 21 and 19 Section D on page A6 showing masonry wall quite a taller than 12" above grade as shown on detail 10 S4. 17. Show floor connections to masonry and concrete walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater Cross grain tension or bending in wood ledgers is not permitted Section 1611. • GARAGE AND CARPORTS 18 Show garage lateral cross bracing at plate line if not dry walling lid. If lid is going to be part of 1 hr envelope then show either RC channel at 16" oc or 2 layers of 5/8X 19 • 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 308, UPC Section 510 1 FAU shown in garage and in attic in laundry room. Are there going be 2 heating units per dwelling'? • FOUNDATION REQUIREMENTS 20 Investigate the potential for seismically induced soil liquefaction and soil instability in seismic zones 3 and 4 Section 1804 5 21 The foundation plan does not comply with the soils report recommendations for this project Please review the report and modify design, notes and details as required to show compliance Soils engineer has recommended thicken slab edges with an 4" slab 22 Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents (when required by the soil report). Carlsbad 99-1651 05/12/99 23, The soils engineer recommended that he/she review the foundation excavations Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that " a) The building pad was prepared in accordance with the soils report, b) The utility trenches have been properly backfilled and compacted, and c) The foundation excavations, the soils expansive characteristics and bearing capacity conform to the soils report" 24 Note on plans that surface water will drain away from building and show drainage pattern Section 1804 7. • FRAMING 25 Show lengths of all shear panels at there locations 26 Studs supporting two floors, a roof and ceiling must be 3x4 or2x6 at 16"oc Table 23-I-R-3 Note on page A6 would seem to suggest that a 2 x 4 would be an option at cripple walls 27 Provide truss details and truss calculations for this project Specify truss identification numbers on the plans Truss calculations need to reflect axial loading at garage as detail 15 on S5 does not show shear panels extending to roof sheathing 28 If 4 x 14 at entry is flush provide some type of strap to tie to shear walls 29 Detail shear transfer connections, including roof and floor diaphragms, to shear walls Section 2314 Detail 17 S5 appears using drywall for blocking panels where mono trusses meet On/wall panels in this location would not meet the height to width ratio 30 Detail all post-to-beam and post-to-footing connections and reference the detail to the plan Section 2324 Roof framing over entry 31 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 1" minimum above floors unless approved wood of natural resistance to decay or treated wood is used Section 2317 5 32 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 2317 5 33 Detail 19/A9 on page A4 at cricket appears to be wrong detail Carlsbad 99-1651 05/12/99 • MECHANICAL (UNIFORM MECHANICAL CODE) 34 Note on the plans that the FAU closet or alcove must be 12 inches wider than the furnace or furnaces being installed UMC Section 315 1. If in garage.\ 35 Show minimum 30" deep unobstructed working space in front of furnace Section 3052, UMC 36 Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide, not more than 20 feet in length through the attic Section 319 4, UMC If in attic 37 Show permanent electrical outlet and lighting fixture controlled by a switch for furnace located in attic or underfloor space Sections 319 6 and 320.1, UMC 38 Provide dryer vent to outside The maximum length is 14 feet with two 90-degree elbows UMC, Section 504 3 2 39 Note or show that 100 sg inches of make up air required in laundry room UMC 9082 • ELECTRICAL (NATIONAL ELECTRICAL CODE) 40 Show on the plan the amperage of the electrical service, the location of the service panel and the location of any sub-panels If service is over 200 amps, submit single line diagram, panel schedule and load calculations 41 For a single-family dwelling unit (and for each unit of a duplex), show that at least one receptacle outlet accessible at grade level will be installed outdoors at the front and back of the dwelling NEC Art 210-52 (e) This receptacle must be GFCl protected 42 Show on the plan that ground-fault circuit-interrupter protection complies with 1993 NEC Art 210-8, which reads as follows All 125-volt, single-phase, 15- and 20- ampere receptacles installed in bathrooms, garages, basements, outdoors and within 6 feet of a kitchen sink • NOISE INSULATION (DUPLEXES) 43 Show details of duplex common (party) walls and floor/ceiling assemblies to achieve a Sound Transmission Class (STC) rating in walls of 50 decibels and an Impact Insulation Class (IIC) rating on floor/ceiling of 50 decibels Title 24 Carlsbad 99-1651 05/12/99 44 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 24 • CARLSBAD S.F.D. & DUPLEX SUPPLEMENT 45 New residential units must be pre-p!umbed for future solar water heating Note that 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) 46 Note that 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) 47 AH 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) 48 Incorporate the waterproofing details, on the attached Policy 80-8, where interior living space occurs below grade at the masonry wall(s) 49 Show on the Title Sheet on the plans, the information required by the attached Developmental Services Sheet 4797. 50 All structures require a Class A roof covering, except room additions If a room - addition covers all of the existing building Note that hop mopped roof at storage area is a Class A • To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i e , plan sheet, note or detail number, calculation page, etc • Please indicate here if any changes have been made to the plans that are not a result of corrections from this list If there are other changes, please briefly describe them and where they are located in the plans. • Have changes been made to the plans not resulting from this correction list? Please indicate Yes Q No a • The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, telephone number of 619/560-1468, to perform the plan review for your project If you have any questions regarding these plan review items, please contact Ray Fuller at Esgil Corporation Thank you CITY OF CARLSBAD POLICIES AND PROCEDURES IUMBER. 80-8 SUBJECT: WATERPROOFING BELOW GRADE IFFECTIVE: 9/23/80 SECTION: BUILDING DEPARTMENT SUPERSEDES: 'URPOSE: TO ESTABLISH A UNIFORM POLICY FOR WATERPROOFING BELOW GRADE MASONRY WALLS. 'OLICY: The Building Department requires approval in advance of any method of " waterproofing below grade masonry walls except the one shown below. THE FOLLOWING METHODS ARE APPROVED. 1. Three layers hot mop and felt2. Johns-Manville menbrane waterproofing system. 3. U.S.G "Supertite" system 4 Tnoroseal 5 Rintkote "Yellow Jacket". GRAD6 INTERIOR FINISHED FLOOR 1/2" GRAVEL {MIN ) 41 DRAIN PIPE (PERFORATED OR OPEN JOINT) DRAIN PIPE SHALL SLOPE TO FINISHED GRADE AT 1,8 'PER FOOTMIN initiated By:Approved By: of Carlsbad THE INFORMATION LISTED BELOW MUST BE SHOWN ON THE TITLE SHEET OF THE PLANS SITE ADDRESS LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER PROPERTY OWNER DETAILED DESCRIPTION OF WORK - ' ' f it * QUANTITY OF GRADING IN CUBIC YARDS • CONTACT PERSON - NAME AND DAYTIME PHONE NUMBER BELOW, PLEASE CIRCLE ANY PLANNING COMMISSION OR CITY COUNCIL ACTION ON THIS PROPERTY: VARIANCE CONDITIONAL USE PERMIT TRACT OR PARCEL MAP PLANNED DEVELOPMENT REDEVELOPMENT PERMIT SITE DEVELOPMENT PLAN SPECIFIC PLAN PLAN CHECK NUMBER 2075 Las Palmas Dr - Carlsbad, CA 92009-1576 - (619) 438-1161 - FAX (619) 438-O894 4797 Carlsbad 99-1651 05/12/99 VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PLAN CHECK NO 99-1651 PREPARED BY. Ray Fuller DATE. 05/12/99 ' BUILDING ADDRESS 2442/2444 Sacada Circle BUILDING OCCUPANCY R3 Ul TYPE OF CONSTRUCTION VN BUILDING PORTION Duplex Garages Air Conditioning Fire Sprinklers TOTAL VALUE BUILDING AREA (ft2) 4268 800 ! - VALUATION MULTIPLIER PER CITY EST - • VALUE ($) 368,000 00 - , ' 368,000 00 G 199 UBC Building Permit Fee Q Bldg Permit Fee by ordinance' $ ,1559 08i n 199 UBC Plan Check Fee D Plan Check Fee by ordinance $101340 Type of Review Q Complete Review Q Structural Only Q Hourly Q Repetitive Fee Applicable Q Other Esgil Plan Review Fee $ 81072 Comments 94 UBC =$2227 25x 70% =$1559 08 x 52% = $810 72 Plan check fee $1559 08 x 65% = $1013 40 Sheet 1 of 1 City of Carlsbad Engineering Department DATE BUILDING PLANCHECK CHECKLIST PLANCHECK NO CB BUILDING ADDRESS PROJECT DESCRIPTION ASSESSOR'S PARCEL NUMBER 2lfa-|?O - 6°EST VALUE . f - - , ENGINEERING DEPARTMENT APPROVAL '• *-. ' * The item you have submitted'for review has-been approved The approval is based on plans, information and/or specifications provided in your submittal, therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build * * i • • • i • t A Right-of-Way permit is required prior to construction of the following improvements ' DENIAL Please see^-the attached report of deficiencies marked wittvtT Ivjake necessary corrections to plans or specifioafcens for compliance wtth • applicable codes and standards Submit corrected plans and/or specifications to this office for review Date Date DateBy By s^L/tfc FOR OFFICIAL USE ONLY ERiNG AUTHORIZATION TO ISSUE BUILDING PERMIT Date ATTACHMENTS Dedication Application Dedication Checklist Improvement Application Improvement Checklist Future Improvement Agreement Grading Permit Application Grading Submittal Checklist Right-of-Way Permit Application* Right-of-Way Permit Submittal Checklist and Information Sheet ENGINEERING DEPT CONTACT PERSON Name David Rick City of Carlsbad Address 2075 Las Palmas Dr , Carlsbad, CA 920Q9 Phone (619) 438-1161. ext 4324 CFD INFORMATION Parcel Map No Lots Recordation Carlsbad Tract Sewer Fee Information Sheet VO.ASPALMAS\EY5MtBRARY\ENG\WORD\DggS^CHKLST\BuiMirig Planches* Cklsl BPQ001 Form DR.doc A-4 2O75 Las Palmas Dr • Carlsbad, CA 92OO9^1576 • (619) 438-1161 • F-AX (619) 438-O894 BUILDING PLANCHECK CHECKLIST / SITE PLAN ^ 1" Provide a fully dimensioned site plan drawn to scale Show <> / * ./ ^ ''J^X^^^N -'A North Arrow -C property Lines nrv ^ ^/ Existing & Proposed Structures ^^ Easements ww(N f"^ Existing Street Improvements JfE^T Right-of-Way Width & Adjacent Streets -Driveway widths -72wi €>i-e*JL 2.t.4' w.Vo. PjL. f*r Q 2 Show on site plan «+ "o + ^«^^ /UK^— w+- »•/ o A Drainage Patterns <^L-JJuilding pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course 6¥> 'KA r^r, 2 ADD THE FOLLOWING NOTE "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building " Existing & Proposed Slopes and Topography &>''>*' ft. U -^^ fr^v.e^c/ i,^f p/fc^uj^ol "to/Jo&rapy i; ^uclc^r Q 3 Include on title sheet A Site address B Assessor's Parcel Number C Legal Description ' For commercial/industrial "Buildm'gs and tenant improvement projects, include total ^building square footage with the square footage for each different use, j-s existing sewer permits showing square footage of different uses (manufacturing, , • warehouse, office, etc ) previously approved ^ , * -' * i EXISTING PERMIT NUMBER DESCRIPTION DISCRETIONARY APPROVAL COMPLIANCE rj 4a Project does not comply with the following Engineering Conditions of approval for Project No Q Q Q 4b All conditions are in compliance Date \\LASPALMASlSVSU.lQRARY\ENG\WORD\DOCS\CHKLS'nBiiikling Plancheck Cklsl BP0001 Form OR Ooc Rev 9O/97 BUILDING PLANCHECK CHECKLIST DEDICATION REQUIREMENTS STy oND/ oRD/ £. O Q Q 5 Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ , pursuant to Carlsbad Municipal Code Section 18 40 030 Dedication required as follows Dedication required Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 Yz x 11" plat map and submit with a title report All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit Attached please find an application form and submittal checklist for the dedication process Submit the completed application form with the required checklist items and fees to the Engineering Department in person Applications will not be accept by mail or fax Dedication completed by Date ' IMPROVEMENT REQUIREMENTS , " > s- Q Q Q 6a All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ , pursuant to Carlsbad Municipal Code Section 1840040 Public improvements required as follows Attached please find an application form and submittal checklist for the public improvement requirements A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process The completed application form and the requirements on the checklist must be submitted in person Applications by mail or fax are not accepted Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit Improvement Plans signed by Date Q Q Q 6b Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 1840 Please submit a recent property title report or current grant deed on the property and processing fee of $ so we may prepare the necessary Future Improvement Agreement This agreement must be signed, notarized and approved by the City prior to issuance of a Buitding permit Future public improvements required as follows ^^ \\IJ\SPALMAS\SYS\LIBRARY\ENG\WORD\DOCS\CHKLST\Bmlding Plancfleck Cklst BP0001 Form OR Ooc Rev 9/3/97 BUILDING PLANCHECK CHECKLIST 1sl/ 2nd' 3rd' , Q Q Q 6c Enclosed please find your Future Improvement Agreement Please return agreement signed and notanzed to the Engineering Department Future Improvement Agreement completed by __ Date Q Q • 6d No Public Improvements required SPECIAL NOTE Damaged or defective improvements found adiacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11 06 030 of the Municipal Code 3 Q 7a Inadequate information available on Site Plan to make a determination on grading '\, R -V. vv requirements Include accurate grading quantities (cut, fill importexpart) Q Af *ir~ "W^ *» •** n' jf * i — Q Q Q 7b Grading Permit required A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached NOTE The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit Grading Inspector sign off by Date Q Q Q 7c Graded Pad Certification required (Note Pad certification may be required even if a grading permit is not required ) Q Q 7d No Grading Permit required Q Q 7e If grading is not required, write "No Grading" on plot plan MISCELLANEOUS PERMITS Q 8 A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way Types of work include, but are not limited to street improvements, tree trimming, driveway construction, tiemg into public storm drain, sewer and water utilities ~~" Right-of-Way permit required for H \WORD\DOCS\CHKLST\BuiUing Planctieck Chlst BP0001 Form MM doc BUILDING PLANCHECK CHECKLIST Hst a on a 3rd/ a _i '9 A SEWER PERMIT is required concurrent with the building permit issuance The fee is noted in the fees section on the following page 10 INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Cammo Real, Carlsbad, CA 92008 District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List You may telephone (760) 438-2722, extension 153, for assistance Industrial Waste permit accepted by Date a 11 NPDES PERMIT 12 Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occurs first Required fees are attached No fees required Additional Comments: IX \3UuJl A o \ -, \MASPALMAS\SYSy_IBRARY\ENG\WORDCOCS\CHKLST\Buikling PlanchecK Cklst BP0001 Form DR doc Rev 9/3^97 L\ D O ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET Estimate based on unconfirmed information from applicant Calculation based on building plancheck plan submittal Address _2-f-fZ-Bldg Permit No £814 ' Prepared by P Date 5" 'Checked by Date EDU CALCULATIONS List types and square footages for all uses Types of Use J^y)\£/ _ Sq Ft /Units Types of Use Sq Ft /Units APT CALCULATIONS List types and square footages for all uses Types of Use _ Sq Ft /Units Types of Use Sq Ft /Units EDU's EDU's ADT's ADT's "Z FEES REQUIRED WITHIN CFD D YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee)Q^JO \X2 H^S PARK-IN-LIEU FEE FEE/UNIT PARK AREA & # _ X NO UNITS =$ TRAFFIC IMPACT FEE ADT's/UNITS X FEE/ADT ZONE TRANSPORTATION ADT'S X $10 DIST #2 = $ =$ (O£> BRIDGE AND THOROUGHFARE FEE (DIST #1 * ADT's/UNITS ^- _ X FEE/ADT 3 1 A DIST #3 _ ) =$ FACILITIES MANAGEMENT FEE UNIT/SOFT "2- 5 SEWER FEE PERMIT No ' _ EDU's _ BENEFIT AREA _ EDU's _ ZONE X FEE/SO FT /UNIT 3 =$ X FEE/EDU DRAINAGE BASIN //D 6 SEWER LATERAL ($2,500) O 7 DRAINAGE FEES PLDA ACRES X FEE/EDU HIGH /LOW X FEE/AC =$ =$ = $ =$ 0 1° TOTAL OF ABOVE FEES* $ *NOTE This calculation sheet is NOT a complete list of all fees which may be due Dedications and Improvements may also be required with Building Permits. P \DOCS\MISFORMS\FEE CALCULATION WORKSHEET REV 4/29/99 i Sent By: WILSON ENGINEERING;7604380173;Aug-17-00 7:19;Page 1 -4 J tf —t-- fttS' <?* r*1 S^iV s«fr*&G r u c11 11 D jo1. ^KuINccr 11,u ,/O,Pag 703PalomarAirportR<L,9utto300 Carlsbad, CA 92008 (760)431-2748 JOB NAME:. (FlUNamo) PAGE DAT& OP JOB NO: DESCRIPTION: :•• PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB Planner & APN: £\(j- 16? 5 Address P ^ *•/ 2- Phone (619) 438-1161, extension Type of Project & Use: Zoning: R-^ General Plan: CFD firy?iMtp# Date of participation: Net Project Density _ Facilities Management Zone DU/AC Remaining net dev acres (For non-residential development: Type of land used created by this permit: ) Legend:./\ Item Complete Environmental Review Required: DATE IDF COMPLETION: ' YES Item Incomplete - Needs your action _ NO y TYPE 5ecfr^ IS 303(^63 Compliance with conditions of approval7 If not, state conditions which require action Conditions.of Approval:' • • '• •"• ' Discretionary Action Required: APPROVAL/RESO. NO PROJECT NO, YES NO TYPE DATE OTHER RELATED CASES Compliance with conditions or approval? If not, state conditions which require action. r- > '-ij^\^ • S ' , ' 'Conditions of ^Approval: " . . . s, > H Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES CA Coastal Commission Authority? YES NO' NO ff California Coastal Commission Authority Contact them at - 3111 Cammo Del Rio North, Suite 200, San Diego CA 92108-1725, (619) 521-8036 Determine status (Coastal Permit Required or Exempt): Coastal Permit Determination Form already completed? YES If NO, complete Coastal Permit Determination Form now Coastal Permit Determination Log #: - • NO Follow-Up Actions: - . ' - 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans) 2) Complete Coastal Permit Determination Log as needed. Inclusionary Housing Fee required: YES y NO (Effective date of Inclusionary Housing Ordinance - May 21, 1993 ) = 53 SO Data Entry Completed? VES NO (A/P/Ds, Activity Maintenance, enter CBff, toolbar, Screens, Housing Fees, Construct Housing Y/N Enter Fee, UPDATE1) " . * ^ S, *— * - ' v Site Plan: \ ' \ 1. Provide a fully dimensional site plan drawn to scale. Show North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing* topographical lines. Y 2. Provide legal description o/ - — f Zoning: ) Y !• Setbacks. : property and assessor's parcel number. — / \ / • iFront: Required 5 b Shown £& '• * v" Interior Side: Required b^ Shown t^'-k" Street Side: Required Shown Rear. Required /3*sr Shown , /'t^V /^^~\ i shoo l^njkf of- ^n>p<H-^ .§ 2 Accessory structure setba \ ^AA£ S . SHsu) w»cpiK erf p n> fi&f~~h-\ l^ccL'SwrCc. *cr i *^Ke- 20 T>~l)v4- 'Sj&flatf.c-ii™SKS: L— J^ / s Front- Required Shown interior Side- Required Shown Street Side. Required Shown Rear. Required Shown Structure separation' Required \O-^ Shown -^v/ ^ J£o?X^^^^ctt^^^<^%rl^fec ^sLte*- Ut; "i • / X 3 Lot Coveraqe: Required 5D% wii?or Shown 3\.^1 S -- Sb&0 U^ ^^ w^Mortr^. ' ,/i-ilj'JX 4 Height. Required 3o' Shown "^O*1 ^' . KAli.r^^ V 5 Parking. Spaces Recjuired (5?//j/ii4- Shown V• \ / Guest Spaces Required / Shown siviituo&si. (f \ \ Additional Comments V_ l^^^^^^D^^ /^^^/'^^ /J&& \\\&s biu ICMA^- <&nc Pij^^fC- (^ti-Qi -*t) v fctVkUi^ YVA^Sxs^^- f&f^c^fia Arz rrb) ^^^/^il^^//^ ^ c/^t^ ^ jeKrs^ -ID -crc^A 41^ Ku^ul U^r WsJcc tf/i ^/ip-f M^d Urd- C^.V ctis&UA- ' OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER *fc ^v\M^L-^ DATE ^l a,& ^^ / ^ 1 ! JUL-13-1999 14 SCHUSS CLfiRK INC P 01 SCHLJSS • CLXXRK AN ARCHITECTURAL COHPORATOION FAX 07/13/99 Number of pages including co\er sheet To Pat Kelley City of Carlsbad Building Dept Phone'760-438-1161 Fax phone 760-438-0894 CC From;i JeffS Brandon I Phone I Fax phone (619)578-2950 (619)578-6346 i Project Number- 98-120 164 Location Carlsbad Project • Sacada Duplex REMARKS: Q Urgent D For your review Q Reply ASl\P D Please comment CB991651, 2442 Sacada Cir Pat The following i& the revised guardrail for the exterior deck I ve changed the design to 1-1/2" pipe rail with a 4" max dear between horz members Please let me know if anything additional is required Thank you for vour assistance Should there be apioblem wirA the transmission w rzccrpt of till pages please caUarsertdafax to ihe numbers bfbiw (619) 178-2950 Fax (619) 578-6346\ 9474 Kearny Villa Road, Suite 215 San Diego, CA 92126 JUL-13-1999 14 00 SCHUSS CLRRK INC P 02 SACADA DUPLEX K.F STEPHENS CARLSBAD, CALIFORNIA SCHUSS - CIUARKAN ARCHT|=CTURAJ_ HoaO. 2u:» 615 TERMINATOR BALUSTRADE t HANDRAIL 1-1/2" PIPE RAIL -TYP PRIME < PAINT f 8 TO MATCH 4" MAX AIR-SPACE BTHN PEC< t PANEL STUCCO W FOAM 2x6 5HAPE PLANT-ON, SLOPE TO DRAIN, EXTEND 3" BEYOND WINDOW - TYP 4 " DRAIN IPIPE FROM STORAE ROOFRETAINING WALL CONCRETE 5TAIR5 TO STREET LEVEL 5561 4 1C et Ef inn ani 6«p EOV05I\XHO«\ 0 JUL-13-1999 14 SCHUSS CLRRK INC.P 03 rSACADA DUPLEX KF STEPHENS CARLSBAD, CAUFORNIA SCHUSS * CtAN ARCMITECTURAL L.ARHCCOPPQRATICN villa Roetf SulfeB EK5 STUCCO CHIMNEY SURROUND DOWN 5POUT t HORZ ©OTTER TROUSH TO ROcDF HOSE BIB AT STORAGE - BEYOND TYP EACH UNIT EL 210' FINISH FLOOR BALUSTRADE I HANDRAIL 1-1/2" PIPE RAIL 4' MAX CLR SPACE BETWEEN HORZ MEMBERS -TYP PRIME < PAINT. COLOR TO MATCH STUCCO EL 20O' FINISH FLOOR y-o LANPIN6 EXISTING &RADE HOSE BIB -TYP FOR 6 R AT b" EACH " EACH = T EXTERIOR WALL MOUNTED LI&HTIN6 AS SELECTED BY OHNER CMU STEM/RETAINING WALL FOR STAIRS 6661 JUL-13-1999 14 01 SCHUSS CLPRK INC P. 04 SACAOA DUPLJEX K.F. STEPHENS CARLSBAD, CAUPORNIA SCHUSS - CLARK AN ARCHTECTUR&U MULTI-LATER DECK 6OATIN6 PER PLAN 1-1/2" PIPE RAIL -TYP PRIME T « PAINT TO MATCH STUCCO r I* STUCCO STOP 2b <SA METAL EDGE H/ REVERSE PR1P BALUSTRADE 1-1/2" PIPE RAIL WELDED TO PLATE CONNECTION SOLID DLK& EA CONN H/ PAPER OVER 1 \ni ^_j VP~ i HORZ PLATE H/ STIFNR, HELD TO VERT BASE PLATE RIM JOIST PER PLAN CONT DUILDIN6 PAPER STUCCO PER PLAN REFER TO STRUCTURAL SHEETS FOR MEMBER CONNECTIONS BALUSTRADE SCALED" = T-0" (05720156) 6661 51J9E Et Et t^P ani BMP qg[02^0\)IUQH\ Q TOTPL P 04 JUL-13-1999 09 18 SCHUSS CLRRK INC P 01 SCHI—ISS • CL-/XRK AN AHCHTFCTURAI CQpPOPAl FAX 07/0/99 Number ot pases including cover sheet 2 To PatKeiley City of Carlsbad Building Dept Phone 760-438-U61 1-ax Phone. 760-438-0894 CC From JeffS Bundqn Phone fax phone, ii {619)578-2950 (619)578-6346 Project Number: 93-120 164 Location, Carlsbad Project: Sacada Duplex REMARKS. D Uigenl Q Fur \ourre\iew Q Reply AS(A.P CB99 1651. 2442 Sacada Cir Please comment Fat, This is the information I received from Hewi in regard to the and let me know if this will work Thank you for your assistance panel for flic exterior guard rail Please gi\ e me a call back Should Mere he a pi ablem n tth the tt ammts van «t rcthpr oftM pat;^ i all or aend a fox to the mimhen helow (619) 578-2950 Fax (619) <i7 9474 Kearny Villa Road, Suite 2J5 n Diego, CA 92126 JUL-13-1939 09 18 SCHUSS CLftRK INC Jfo!gS)KBf¥«a^;»fttj»nt.iiA*.». Float Gins; Snppodrti iyp Opposite E4e hoc «n uftiuppood pin or 60' (i3iir) »»>d If imicalccf |l»u. U>e maximum toad movM IK 25p»f (1.2 k?») , Fo«j tempefod. ih« maximum (0*4 *wj(d be lOOpif C4-W fcPa). but rfefleeifon P 32 far *= «• MR. S*4&VKtA |lm >bc^)tf «M 01 TQTflL P 02 JflN-31-2000 13 49 SCHUSS CLRPK 858 57B634S P 01 AN ARCHITECTURAL CQFPORATON FAX Date January 31, 2000 Number of pages including cover To: Kc\ in Stephens Lori Phone Fax phone. CC From: 1 JeffS Brandon i Phone ! (858) S78-2950 Project Number: 99-120,64 Project : Sacada Duplex 1 Location: Carlsbad ! | REMARKS: C] Urgent Kevin, For your review LJ Reply AtSAP Please comment The 2 items that remain on the Esgil correction sheet have been addressed > A letter from Soil Testers was faxed to Raenette Abbey on 6-24-99 m regard to the hqiufaction, a copy follows, The guardrail was addressed through Pat Kelley directly The guardrail started as tem^eied glass which he would not approve, I submitted a guardrail change lo horizontal pipe rail that he did approve via phone and lax. i later met wilh him in person to show him the horizontal aircraft wire, which he approved at the counter, but told me that it would be sent back to Esgil, Several weeks later, while at the building department for the Babiloma project, I checked on the Sacada status and was told that everything was approved. The plans currently in the building department, revision date 6-2-99, rcilect the aircraft cable rail The tampered glass guardrail has been removed from this set j Please contact me for any questions. Should there be a problem witii the transmission or receipt of all pages, please call or send a fax to tfie numbers below. (858) 578-2950 Fax (858) 578-6346 9474 Kearny Villa Road • Suite 215 • San Diego, CA 92126 * E-mail: sclarch@adnc.com FAX #(760) 438-0894 TELEPHONE #(760)438-1161 XT CARLSBAD BUILDING DEPARTMENT To: RAY FULLER From: RAENETTE ABBEY Fax:Pag**:<r PhOtWK Date: fte:CC: D Urgent D For Revivw D Flaw* Comment D Ptoas* Iteply O Pleama Recycla • Comments: Ray- I have a question about your last remark. You have asked for support on 4 sides of the glass. The code seems to indicate 3 sides required. The enclosed is what the applicant faxed to us regarding support on 3 sides. Is this acceptable7 JUN-28-1999 08 54 SCHUSS CLflRK INC P 01 SCHLJSS • CL/XRK AN ARCHITECTURAL CORPORATION FAX 06/24/99 Number of pages including cover sheet 8 To _Carj>bad Building Dcp.artiggnt Phone 760^38-1161 x4331 Fax phone. 760-438-0894 From. JellS Braidon / Howard Schuss Phone F«fx phone (619) 57&-2950 f619)57i-6346 • Project IVumber: 98-120 164 • Project: Carlsbad Duplex Location: 2442 Saeada Cr . PemutNo CB99I651 PI Urgent For your review Reply ASAP Please cummentREMARKS: Raenette I spakt. with Ray Fuller from Lsgll Corp and asked him to elaborate on what he wanted for ihe temp guardrail al the deck He dikfcd that T provide you with literature showing how the gkss panel was being supported, please find enclosed 3 product LUI sheets on the Hcwi guardrail I ve also enclosed the lener from the t,oil eo^ineer in regard to soil hquej^ction Please feel free to contact me for any questions \ y ^ n fj ft ft .¥ f\.7\ U/JIJ^r Respectfully, JctTBiandon Should there be a problem with the fransmiss/on or receipt of all pages, please call or send a fax to the numbers below (G19) 578-2950 Fax (619) 578-6346 9474 Kearny Villa Road, Suite 215 San Diego, CA 92726 JUN-28-1999 08 55 SCHUSS CLftRK INC P 03 Corporation In ffastxtrj/iif tfit/i government for 3>ttiG£lng Safety DATE: 06/18/99 OAEPUCANT XQ ju?6^JURISDICTION: Carlsbad l-^ a FILEPLAN CHECK NO.: 99-1651 SET- H PROJECT ADDRESS; 2442/2444 Sacada Circle PROJECT NAME: Duplex for K.P. Stephens The ptans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted Herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmftted for a complete recheck, P] The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for rechecK. The appficant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Howard Scnuss 9474 Kearny Villa Rd Suite 215 San Diego, Ca 92126 Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgij Corporation staff did advise the applicant mat the pten check has been completed, Person contacted: Telephone #: Date contacted, (by. ) Fax #; Telephone ~—£aaL_ In Pereon __^ — ————-—=*» REMARKS: 1) Provide letter from soils engineer stating that liquefaction is not a factor. 2) provide listing showing that tempered glass at deck is supported on an 4 sides. By. Hay Fuller Endosures^ Esgil Corporation Q <3A D MB D EJ Q PC 06/lO/99 9320 Chesapeake Dnve, Suite 208 * San Drtgo, California Ml 23 •* (858)560-14^8 + Fax (858) 560-1576 wvJs"fc/J : screens -<uJ3•aHJC.0 loncombuPI.cCJS 50 -OC <L>C 3<U _oj cc aj txa.3crOJuI lflllHl,— -'±:f'uii.nJ-:,g§ysQ ^ •L- ^S 7rt Oi dele!enou>, uproved noncorre at id lumeorolherapp£-5* 8 '&*C T3s^3 K-O Vt- OJ n foundries oroved pressur" a.a.^ «2 a| E|| SliX u -aU, -S -c 'o 3 Oj C X~ , OC,^ 0"3 •« w!§f|S|1 1 *O i—« ^ o-s-e o^ 3^ "P Cd -S-H c *"uni O O'<U, t*-< ^i61J%M29^fS « SeJ-Svi Cu=^ •S^S"^ « S S »>— _S -^OOrt >,C „ rt _S g e M_ C •- " § £ a §._, ^ x: N« o 5P n s51-fvj u on S•§>!§£_ ~ i— C i^>,-rr g aj « i^ 1 ^ -S oo "~ -i fiO pi OJ" r- "OItsoo n -oZ S-S•o c >w ? s•* # D,3 -a-a u <N-S^a; •* g§,-c a-r-iDO' v> c•?'£ 0-"> 5 s-X O 0<" — (U•a 2 onSg£= »1N a £.2 N ~! *£**••D <o 1-3a-o 32*2 b OT C T0 SVI - C T3 0 o/)ca <u c* vi N r-, — I C _rt "-O G -^ Tool 50 W fe "gc£ o D o -a nOJ U i;Q. 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T3D>e0,p,« v^ _rt Vy>ca W Tl empereix a!_.o IS) _« OO "£tft L-0>>, .2 L-O -E00 x; CJ«w vi E4> X OT(005IN *QU g _« <u c I fuc I 0s 55 SCHUSS CLRRK INC P 04 June 22, 1999 PO Ukende, (619)443-0060 Bob Kolzowski KF Stephens, Inc 1SOO West 11* Avenue, Suite 24 Escoctdido, California 92029 Subject File No 9711 Site Inspection Addendum I 2444 Sacada Circle City of Carlsbad Dear Mr Kolzowski During cur inspection of the subject sitev we observed no alluvial soils that would be subject to liquefaction If you have any questions, please contact our office Respectfully submitted, 0 JCS/ss JUN-28-1999 08 56 SCHUSS CLARK INC P 05 HEWI® Architect's Guide BALUSTRADES 40 90. WITH OVAL PANEL HOLDER 40.1140 BALUSTRADES 40 91 WITH ROUND PANEL HOLDER 40.1150 HEWI I—> mbi 1350 mm — I I— rnu. ISO rm —| 409010 40 9020 409000 409011, 409021 409001 409110 409120 40 9100, 409111 409121 409101 409010 TR aO 9020 I R 40 9000 TR 409011 IR 40 y<>31 TR 40 <JO(> I TR 4IJ9HO TR 409120 TR 400MJO 1R 4" <J ] 11 TR .109121 IR 409101 TR Nylon lubes, dOnim (1 9/16"), Without lengthwise seams, with load bearing corrosion resistant tt**( core throughout, posts made of 51E690, lop rails niadccTSJ.52 note ^aJvaiuzcd and chrom aied inside and outside, corrosion resistant Steel insert! ui bends and connectors Panel holder 40 1 1 whh removable nylon cover, prepared to Clamp S, 8, 9 5, 10 12 of 13mm thick infill pan- els (1/4- - 1/2 ') For fastening types, s«j paees 4 01 to 4 07 Two panel design More ihan two panels One panel design w/botlom rail T^o panel design w/b«n«m rail More than two panel w/hotlom rail One panel design Two panel design One pane! design w/hottom rail tvrtt panel design w/bottom rail Mort than two panels w/botlom nil tubes 4<hi«n (1 9/16") without lengthwise scams witli load bearing corrosion resistant Steel core thfougliowt, posts mid« of SIH690 top rails made of Sl52, /me galv;uu7cd and d^omated msidie ami outside wirrosion resisiaiW steal inserts m l>cndB nnd connecior* Panel holder 40 11 with rcmyvalile nylon cover, prep-wed lo clanipfi.R, 9 5, 10. 1^ or 13mi« thick mfiH For fastening types *es: pages, 4 01 - 4 07 One panel iL^ipn Two p,m«l dt,«gn More lh «i two p.ini-N Otlv paii^l design \v/bntii)in i nl i\ta pain.} di.atgn rt/l»nU)ni mil More Uinii Iwi> nint.h w'Nilinni I til Twrt putt.ldt.algn Miwii (ftui two pJiKls OlK p iriiil dLMgn w/bolt«tn CJlI I wo p mtii design wlviitom rail c ©Copyright 1995 HEW!, Inc 2031 JUN-28-1999 08 5G SCHUSS CLfiRK INC P 06 s Jil ri HEWl balustrade type 40,90 HEWI balustrade lype 40 91 suggested ija^c designs for balustrades include AH pane! holders, arc- provided mlh remova&la nylon vanoub p.inol holder-5 and lop rail locations The vana- covers and cnrrobit.ni resibtgnt sleel inserts Panel lions allow flip top rail and infifl panels (0 be either in fine fiotder-5 are prepared to <iccorrlrnodate infill panels, such or proiecled from the posts Each design also includes as glass, lamirkitns tnelal etc for b 8, 9 5, 10, 12 or an optional bottom rjui 13 mm ('/»" to >/t") thicknesses JUM-28-1999 08 57 SCHUSS CLflRK INC P. 07 H EWl® Architect s Guide T HEWI Panel Holder 40 1140.... Panel holder with removable nylon cover and corrosion resistant steel insert, prepared to clamp 6T 87 9 5, 10, 12, or nmm thick infill panels (1/4" - 1/2") Thickness must be specified when ordering All infill panels require a torque of 8Nm (6 Lbf - FT) per clamp screw HEWI Panel Holder 40.1150.,.. Panel holder with removable nylon cover and corrosion resistant steel insert to clamp 6, 8. 9 5, 10, 12, or nmm thick infill panels (U4" - 1/2") All infill panels require a torque of 12Hm(Syibf-FOpcr clamp screw TQTRL P 07 6 / s 7" c-M£ct 95 77^ A - - HOROWITZ TAYLOR ENGINEERING STRUCTURAL & CIVIL CONSULTING STRUCTURAL CALCULATIONS PROJECT DESIGN ASSUMPTIONS CONCRETE STRENGTH AT TWENTY EIGHT DAYS MASONRY GRADE "N" CONCRETE BLOCK F ' M = MORTAR TYPE S 1800 PSI GROUT 2000 PSI REINFORCING STEEL A-615 STRUCTURAL STEEL A-36 LUMBER DOUGLAS FIR-LARCH JOISTS BEAMS AND POSTS STUDS SEISMIC FORCE y /o3 I/J WIND FORCE DESIGN LOADS- GRADE 40 GRADE 60 #2 #2 #5 AND LESS (U O N ) #6 AND LARGER PSI PSI STUD OR BETTER REPORT BY REPORT NO r ROOF DEAD LOAD SLOPING ROOFING PLYWOOD JOISTS INSUL & CLG MISC FLAT TOTAL = / 22.^ FLOOR DEAD LOAD INT FLOORING PLYWOOD JOISTS INSUL & CLG MISC TOTAL = SOIL PRESSURE WALL DEAD LOAD EXT INTERIOR EXTERIOR 10P5F 16 PSP ROOF L[VE LOAD SLOPING FLAT FLOOR LIVE LOAD INTERIOR BALCONY EXIT WALKWAY 40 PSF 60 PSF(UON) 100 PSF These calculations are limited only to the items included herein, selected by the client and do not imply approval of an> other poition of the structure by this office These calculations are not valid if altered m any way, or not accompanied by a wet stamp and bignalure of the Engineer of Record Job No 4 9^7 (3# Designed By> -* - '<• - . , _ _••.-.j - „ ^I_- - - * T- -rlVt" -^-r- -— i --r" - -t: ~ - •" •>->• ^l/\ Date; 4&99 3914 Murphy Canyon Rd • Suite A100 • San Diego, California 92123 - (619)5604383 • FAX (619) 5 &^ rr / 24 73 7 I -4? \o .A J -• Aw- tofr 6(24 ri >-i4(al' ; /7/tXJ y - ^^^ J JI 1 •6> 7 /WW fteb?- ^•^BEZ (^ <*. JL ^T -2 IZT--+'«<>/,, C^t =- f 7 5-6' s&a-f !/*"&>/> 777•» 7S, o fa 2S-)t tC,C(o} S (L.C f&\ - / /7 *+ AW Un 2/6 r son, Ti:sn:irs November 18, 1998 PO Box 1195 Lakeside, California 92040 (619) 443-0060 Bob Kolzowski K F Stephens, Inc 1500 West 11th Avenue, Suite 24 Escondido, California 92029 SUBJECT File No 9711 SITE INSPECTION Proposed Residential Building Site 2444 Sacada Circle City of Carlsbad Dear Mr Kolzowski SCOPE In accordance with your request, a Site Inspection has been performed at the subject site The purpose of this investigation was to examine existing site conditions and provide engineering recommendations for the proposed two-story duplex FIELD INSPECTION In order to accomplish this purpose, a representative of this firm visited the site, reviewed the topography and-site conditions-and visually and textuallv classified the surface-and near surface soils Representative samples of the on-srte soils were obtained from a test exploration 3 feet in depth and tested for density, shear strength and expansive characteristics In-place field density tests were taken in conformance with AS T M D1556-82 in the bottom of the test exploration The test results indicate that relative compaction of the soil at that level is 81 f> percent SITE CONDITIONS The subject site is located on the easterly side of Sacada Circle in a residential neighborhood The parcel is relatively level and drains to the east at an approximate 3 percent gradient Grading had been performed sometime in the past to create level pad Man-made fill sods to approximately 10 feet in depth and a 2 1 fill slope were observed on the easterly portion of the pad K F Stephens, Inc File No 9711 . November 18, 1998 SOIL CONDITIONS Soils encountered in the test exploration were light tan, loose, native silty, clayey, fine to medium sands These clayey sands were considered to be moderately expansive with respect to change in volume with change in moisture content (Expansion Index 80) and will require special foundation design to resist expansive soils CONCLUSIONS AND RECOMMENDATIONS 1 There are two soil conditions that will require attention in order to provide adequate support and foundations for the proposed structure. These conditions are the existing fill soils and the moderately ex pa us live clayey soils. 2 The existing fill soils to approximately 10 feet in depth are not suitable for supporting structures They should be excavated to firm natural ground, replaced and recompacted to 90 percent compaction in accordance with the following Grading Specifications The recompaction should extend at least 5 feet outside the proposed building footprint Any trash and other deleterious material should be removed from the fill soils pnor to recompaction 3 A representative sample of the foundation soil was remolded to 90% of maximum dry density (114 5) Based on the following test results, a safe allowable bearing value of at least 2000 pounds per square foot may be used in designing the foundations and slab for the proposed structures This value may be increased by one third for wind and/or seismic loading Angle of internal friction 30° Cohesion *•.. . - 325 psf Unit weight 103 6 pcf 4 After the fill soils have been recompacted, the following recommendations for foundation design should be strictly adhered to in order to prevent possible damage to the proposed structures from adverse effects of expansive soils • Use continuous extenor perimeter foundations (including door openings) They should be founded a minimum of 18 inches below lowest adjacent grade • Intenor footing depth should exceed 12 inches below top of slab or 12 inches below lowest adjacent grade for raised floor construction • Reinforce continuous concrete foundations as a beam with one #4 bar positioned r K F Stephens, Inc File No 9711 November 18, 1998 3 inches above the bottom of footing and one #4 bar positioned 1 inch below top of foundation or top of finish floor 5 Slabs on grade should be specially constructed for the expansive conditions The slabs should be reinforced both ways with either welded wire mesh or reinforcing bars and underlain with a sand subbase Reinforcing steel should be spaced not more than 4 times the slab thickness and should provide an area of steel of 0 11% of gross cross section of the slab in each in each direction Number 3 bars at 20" on center for 5" slabs, #2 bars at 12" on center or 6"x6"-#6/#6 welded wire mesh for 4" slabs will meet this criteria Horizontal movement of foundations and consequential slab cracking may be prevented by extending the slab steel through any joints and into the foundation a minimum of 30 diameters Subbase material should be non-expansive, sandy soil or sand having a sand equivalent exceeding 30 when tested in accordance with the American Society of Testing and Materials test method "ASTMDISSS1 Slabs should be 5 inches thick unless provided with thickened edges around the slab perimeter If thickened edges are used, slab thickness may be reduced to 4 inches Thickened edges should be 8 inches thick at the perimeter with the thickness decreasing uniformly to 4 inches thick at 2 feet from the perimeter Slabs may be considered to have thickened edges by way of monolithic, continuous footings Any slab joint (construction, expansion, weakened plane, etc ) should be considered slab edges and should be provided with thickened edges if this option is chosen If wheel loads exceeding 1500 pounds or abnormal tire pressures are anticipated, we should be contacted to provide a heavier slab section Spacing of weakened plane joints and expansion joints should not exceed 20 feet and 60 feet, respectively for interior slabs and 20 feet and 40 feet, respectively for exterior slabs EXPANSIVE SOILS In addition to the special foundations recommended hereinbefore, the following details should be incorporated to reduce the probability of damage from the expansive soils The expansive soil conditions dictate the foundation and footing design For any foundation or support system, the expansive soils must be pre-saturated Presaturation of expansive soils prior to placing concrete is imperative if the probability and/or amount of damage from the expansive soils is to be reduced The subgrade soils are saturated and expanded before the concrete is placed Therefore, the clayey subgrade soils, especially below concrete flatwork should not be allowed to dry and should be sprinkled if necessary to insure they are r K F Stephens, Inc File No 9711 November 18, 1998 kept m a very moist condition Soils underlying slabs should have a moisture content exceeding 4 percent above optimum moisture They should be tested for proper moisture from a depth of 2 feet not more than 24 hours before placing concrete. Allowance for soil expansion should be made when setting subgrade elevations pnor to presaturating the soils RECOMMENDED GRADING SPECIFICATIONS Proposed Residential Building Site 2444 Sacada Circle City of Carlsbad GENERAL: Soil Testers and 'Soil Engineer1 are synonymous hereinafter and shall be employed to inspect and test earthwork in accordance with these specifications, the accepted plans, and the requirements of any junsdictwe governmental agencies The)' are to be allowed adequate access so that the inspections and tests may be performed The Soil Engineer shall be appraised of schedules and any unforeseen sod conditions Substandard conditions or workmanship, inadequate compaction, adverse weather, or deviation from the lines and grades shown on the plans, etc , shall be cause for the soil engineer to either stop construction until the conditions are corrected or recommend rejection of the work Refusal to comply with these specifications or the recommendations and/or interpretations of the soil engineer will be cause for the soil engineer and/or his representative to immediately terminate his services Deviations from the recommendations of the Soil Report, from the plans, or from these Specifications must be approved in writing by the owner and the contractor and endorsed by the soil engineer SOIL TEST METHODS: Maximum Density & Opt Moisture Density of Soil In-Place Soil Expansion Shear Strength Gradation & Grain Size Capillary Moisture Tension Organic Content -ASTMD1557-70 - ASTM D1556, D2922 and D3017 - UBC STANDARD 29-2 --ASTMD3080-72 - ASTM Dl 140-71 - ASTM D2325-68 - % Weight loss after heating for 24 hours at 300° F and after deducting soil moisture LIMITING SOIL CONDITIONS: Minimum Compaction 90% for 'disturbed1 soils (Existing fill, newly placed fill, plowed ground, etc) 84% for natural, undisturbed soils '•' C K F Stephens, Inc File No 9711 November 18. 1998 95% for pavement subgrade within 2' of finish grade and pavement base course Expansive Soils Expansion index exceeding 20 Insufficient fines Less than 40% passing the #4 sieve Oversized Particles Rocks over 10" in diameter PREPARATION OF AREAS TO RECEIVE FILL: Brush, trash, debns and detrimental soils shall be cleared from the areas to receive fill Detrimental soils shall be removed to firm competent soil Slopes exceeding 20% should be stepped uphill with benches 10' or greater in width Scarify area "to receive fill to 6" depth and compact FILL MATERIAL shall not contain insufficient fines, oversized particles, or excessive orgamcs On-site disposition of oversized rock or expansive soils is to be at the written direction of the Soil Engineer Select fill shall be as specified by the soil engineer All fills shall be compacted and tested SUBDRAINS shall be installed if required by and as directed by and detailed by the soil engineer and shall be left operable and unobstructed They shall consist of 3" plastic perforated pipe set in a minimum cover of 4" of filter rock in a "vee* ditch to intercept and drain free ground from the mass fills Perforated pipe shall be schedule 40, Poly-Vinyl-Chlonde or Acrylomtnle Butadienne Styrene plastic Rock filter material shall conform to the following gradation Sieve size 3/4" #4 #30 #200 %Passmg 90-100 25-50 5-20 0-7 Subdrains shall be set at a minimum gradient of 0 2% to drain by gravity and shall be tested by dye flushing before acceptance Drains found inoperable shall be excavated and replaced CAPPING EXPANSIVE SOILS: If capping expansive soils with non-expansive soil to mitigate the expansive potential is used, the cap should be compacted, non-expansive, select soil placed for a minimum thickness 3' over the expansive soil and for a minimum distance of 8' beyond the exterior perimeter of the structure Special precautions should be taken to ensure that the non-expansive soil remains uncontammated and the minimum thickness and dimensions around the structure are maintained The expansive soils underlying the cap of non-expansive cap should be pre-saturated to a depth of 3' to obtain a degree saturation exceeding 90% before any construction supported by the compacted cap The non-expansive soil composing the cap should conform to the following Minimum Compaction 90 % Maximum Expansion Index 30 K F Stephens, Inc File No 9711 November 18,1998 Minimum Angle of Internal Friction 33 Deg Cohesion Intercept 100 psf UNFORESEEN CONDITIONS: Soil Testers assume no responsibility foi conditions which differ from those described in the applicable current reports and documents for this property Upon termination of the soil engineer's services for any reason, his fees up to the time of termination become due and payable If it is necessary for the soil engineer to issue an unfavorable report concerning the work that he has been hired to test and inspect, the soil engineer shall not be held liable for any damages that might result from his 'unfavorable report' If we can be of any further assistance, please do not hesitate to contact our office opportunity to be of service is sincerely appreciated This Respectfully submitted, JogepliC Smyth, RCE 216/0 J JCS/ss cc (3) submitted JUN-03-99 TKU D6'32 Y. J4/Ubo,00 vt I IE g g- »*^ *r» ;i5" <-! 11OO01 ft ii*<sl *• jt ai £.rv r-1IfS i. Io o*- *- V VSL S. a 5.o o o oo -4 m W W <-> W a=p » 25 £ I JIM3-99 ThU 06:31 P. 03/06NN0u 3"l^^p «a •C J y SnCjJ -3sl^l-l^l^e2 m 0*0 A? _v B LS >. * a1* C* a .Z** C ^ « c • yV -^ u E[Jr-* $ It = V ^ *f r P ir^H .'_' *-.• rf rf« 2SS1?!(->lN3 sSSS3 H I[. I flsjmmi^4<^ |C»ft JS>>«1JU--D ?i* ITT?fcMMM i e> HUIOk^A i^^SR |£d -Ssj;a«N »?'g>J :»OO9O O «•* IT rf 01 i(I-3?]^ HNf-vA £«S i!ISfS 5 £ -5e 3 2 o *>uI ?»i 4J U M 1 **-9 O • B 1 aa, c. n. a. I to o « o i oo o o D o51 5 . r «t &-^-8""2^-^5--252 Sc'i S5V3g.5Jt~i-,« 3 Tl ^^ 5*^=">> c: i ' 111 - 'aSiJt-sf*^&r ^:;i" = ; I*1sUslSz:•5 j -a = «, * * j g * • JUiN-03-99 ThU 06:30 AM P, CV03T 13' -i-t-jj"? ffe>ffiB*iwwCu, p *>4**-j3S t C*"^ ' 8 ' B a y •c c f -si - Q- t11 10 VDODOto -O * *3 ? 8 2 I JflN-31-2008 13-49 SCHUSS CLARK S58 57S6346 P 02 June 22, 1999 P.O Box 1195 Ukejide, Ciiifcffiw 92040 (619)443-0060 (fi/9)443-0933 Fax Bob Kolzowski K F Stephens, Inc. 1500 Wwt 11* Avenue, Suite 24 | Escondido, CaJifofnift 92029 ;i Subject File No 9711 Site Inspection > Addendum 1 2444 Sacada Circle City of Carlsbad Dear Mr Kolzowski During our inspection of the subject site, we observed no Alluvial soils that would be subject to liquefaction If you have any questions, please contact our office Respectfully submitted. ibC, Smyth, RCB 2#50 JCS/ss r,OLIVgNHAlN Municipal Water District 1966 Ohvenhain Road, Encinitas, CA 92024-5699 (760) 753-6466 (760) 753-1578 Fax No WATER METER APPLICATION Property Address. ishnrl Cfl APN. Customer Information Owner Name Business Name •^Mailing Address A/V. r/o, Home Phone#-r Work Phone #'r Cellular/Pager* Fax #• c. o r S/9-b / / / For Permanent'Meter Installation only- Social Security # S5 Z" 'c] Z~ Drivers License # , - % For Disl net Use Only Date Work Order # Account # Fire Meter # Type of Servic^ Meter Size' 5/8 21/2 3'*''"4 Fire Meter Size. (\ j or 11/2" No" of.Met'ers Meter Access Charge Fire Meter Access Charge Lot#s Pressure Zone Zone of Benefit EDU's Application Taken By PRICES QUOTED ARE SUBJECT TO CHANGE WITHOUT NOTICE METER INSTALLATION CHARGE .'-; FIRE METER INSTALLATION . . ' ^ \'\: OMWD CAPACITY FEE Treated/Reclaimed) LESS PRE-PAID OMWD CAPACIT/FEES TOTAL DISTRICT CAPACITY FEE • ;' . CWA CAPACITY FEE . X$300;'$ #xs 3']S #x$ #XS ' #x$2-7 PIPELINE EXTENSION REIMBURSEMENT FEE TCM/TIM ... .... APPROXIMATE CUBIC YARDS OF EARTH TO BE MOVED? OTHER ... Size \ v.;,. $ TOTAL $ " I HEREBY AGREE TO ABIDE BY THE RULES AND REGULATIONS OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT AND I AM IN RECEIPT OF A COPY OF THESE RULES AND REGULATIONS " INSTALLATION OF METERS ARE SCHEDULED ACCORDING TO THE DISTRICTS CURRENT WORKLOAD TEMPORARY CONSTRUCTION METERS *ARE FOR CONSTRUCTION USE ONLY DATE z-v CHECK#Z i ' •—-* -?-^ -oi-o ,,-L SIGNATURE Revised 3/98 A Water Meter Application JUN-2S-1399 SCHUSS CLflRt IMC P 03 Citvof Carls bad CERTIFfCATE OF D t; p & r i m e n t OF SC^QQL OR 7h,5 form must be compjettxl by me City, the applicant, and the appropriate school d.stncts and returned co the City prior to issuing a building permit. The City will not issue any building permrt without a oompi«tfid scfiooi fee form v Project Name Permit Plan Check Number Project Address AP,N Project Applicant (Owner(s) Name(&)) Project Description Building Type Residential Number of New Dwelling Units Square Feet of Living Area in New Dwelling // ;o"5 Second Dwelling Unit Square Feel of Living Area in SOU Res AOOrtions Comers/ tnd City Certification <?f Applicant's informstion Net Square Feet New Area Square Feet Floor Area S.CMWL PJSTRICTS WlTHIN/hlE CITY OP CARLSBAD Unrfied Ave CA 9200» Distnct Unton School Dtstnct 1 01 South Ranch Santa Fe RO CA Sen Marcos Unified School 215MataWuy __ A 92069 San 0>egur!o Union High s<J>oc! ' 710 Ertqinrtas &Jvd Enanrtaa CA 92024 (753-64J1J ^-ppiieant /Owners f he person executing this df information pnstfflea above Is correct and true to *ia oest cf ms Owner's to of payment and pay tf>« additional too * Own^f requests sn : after we Building permrt is issued or if ttie initial d«*9fm(natron o* \ mat (2) me Owner is me o«m«r/ developer of t*e above osscnbed project ti I-T senaff of me Owner teftfies under penalty tv H) fl<it the ,.i the nomOer Of OW»IIina «nrts or s -t-are footage »s 'feiind 10 &e incorrect and at me person executing UMs declaration i* Signature Date1 2076 t_a«Dr , CA 92OO9-i»r6 • (76O) 438-1161 • FAX (760) 438-0894 F 04 SCHOOL DISTRICT SCHOOl FEE CERTIFICATION (To be completed by tne school fliStnct(s)) >*-• *m r* w*ji>« • •**»**#**• «F»**«*-4-r*«"»-«x»»»«***w*«r***-j'ir*-^««i! I.»WT*»»**T«--»•»»•»*-*••»«•' THiS FOKM INDICATES THAT T&S-SS*^ DISTRICT REQUfREMSNTS FOR THE BEEN ORW1U. 9E SAT1WED. unaereigned, being duly authorized by the applicable School District, cert/fies that the developer, builder, or owner has satisfied the obligation for school facilities This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school determined by the School District The City may issue building (^rmrts for this project OF AUTHORIZED SCHOOL T1TLC ,\AM5= OF SCHOOL U'STRiCT SCHOOLDIS1HCT— JUN-2S-1999 11-39 SCHUSS CLflRK INC P 05 Citv of Carlshari Building O e p a r t m «* n t fiSffleCATE.QP COMPLIANCE PAYMENT OF SCHOOL FEES n» OTHER y V This form must be completed by the &ty, the applicant, and the appropriate 9chool district and returned to the C.ty pnor to issuing a building permit The Crty will not issue any bu.id,ng permit without a completed schooJ fee form. Project Name- Bujldmg Permit Plan Check Number Project Address- .I f APN/ • Project Applicant (Owner(s) Name(s)) Project Description: Building Type. Residential Number of New Dwelling Unrts Square Feet of Living Area in New Dwelling ,£1 Second Dwelling Unit Square Feet of Living Area in SOU Res Additions;Net Square Feet New Area t Cbmerc./ma City Certification gf Applicant's inforTnation Cart4bad Unified School 801 Pine Ave Union School District 101 Sotsh ftancn Safrta Fe Rd Enanttas. CAS20a4J944-430Q1 Square Feet Floor Area Date- 5CHQJDL DISTRICTS WITHIN/THE CITY OF CARL SBAfi San Marcos Unified 215 M«a Way j San Marcos, CA920S9 f736-22QQ) San Dieguto Union High Sonool Distnct 7ioEnctn(tasB*vd I . CA 82024 (753-&491 ] u>. TJio perron execufanc thig declaration ("Owner"! certlflos ^rtdftr psmalty ef pequry that (1 ) the information provided above is correct and true to the best of th« Owner's knowledge and flhst the Owner wfll file an amended certification Of OSyment and pay the additional fee if Owner requests an increase m the number (if dwaflind, unils or square footaga after the building Derm* is issued or rf the initial determination of unrts or square fiaotege is found ta be incorrect, arid that (2) the Owner is the owner/ devetopef of ffle aoove descnbed projecUs). or tnat the person ewscirtino this declaration .s authorized to sign on behdlf of me Owner ' iignature Date: 2075 Las Palmas Dr. • Carlsbad, CA 92009-1576 » f7OO) A3S-n(Sl * PAX (760) 438-OS94 fjf SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed Dy the school distnctfs)) THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE SEEN OR WILL BE SATISFIED I SCHOOL DISTRICT \ * ' ' The undersigned, being duly authorized by the applicable School District, certifies that the developer, builder, or owner has satisfied the obligation for school facilities. This is to certify that the applicant listed on page 1 has paid "all amounts or complfeted"'oth©r applicable school .mitigation determined by the School District. The Crty may issue building permits for this project, SIGNATURE OF AUTHORIZED SCHOOL DISTRICT OFFICIAL j ^ TITLE NAME Of SCHOOL DIStRICT 'PHONE NUMBER MEM'S mm SCHOOL oEsrafCT OEfEjjCPER FEES' TOTfiL P.06 LEUCADIA COUNTY WATER DISTRICT APPLICATION FOR SEWER SERVICE The application must be signed by the owner (or his representative) of the property to be served The total charges must be paid to the District at the time the application is submitted APPLICANT MUST SUBMIT EVIDENCE OF BUILDING PERMIT WITHIN 60 DAYS. FAILURE TO MAKE SUCH SUBMITTAL WILL RESULT IN AUTOMATIC CANCELLATION OF THE SEWER PERMIT THE SEWER CONNECTION FEE LESS A $50 ADMINISTRATIVE FEE WILL BE REFUNDED A six-month construction period shall be provided and sewer service charges for the balance of the fiscal year shall be collected at the time of application for sewer permits Sewer service charges for subsequent fiscal years shall be collected on the tax roll in same manner as property taxes If the six-month construction period extends into the subsequent fiscal year, a prorated sewer service charge for that fiscal year shall be collected on the tax roll in the same manner as property taxes The full sewer service charges for all subsequent years shall be collected on the tax rod in the same manner as property taxes There will be no additional fee or refund if service actually commences on a different date >' ,, t The prorated sewer service charge shall not be required in those application for sewer permits for subdivisions Such applicants shall be required to notify the District, on forms provided by the District, of escrow closing on individual properties within the subdivision Sewer service charges'shall commence upon close'of escrow and will be the responsibility of the buyer , j . : ' If^a service lateral is required, it must be mstalled-by the owner/applicant in conformance twith the specifications, rules and regulations of the District and subject to inspection by the District A DISTRICT INSPECTOR MUST BE ON THE SCENE ATTHE TIME OF CONNECTION. The service lateral is that part of the sewer system that extends from the main collection line in the street {or easement) to the point in the street (at or near the applicant's property line) where the service laterahs connected to the applicant's building sewer The applicant is also responsible for the construction,*at,trie applicant's expense, of the building of sewer from the applicant's plumbing 1o the point in the street (or easement) where a connection is made to the service lateral and for construction, maintenance and connection of the servtce.lateral to the mam line ' • •. -\ , •? IT MUST BE INSPECTED AND APPROVED BY THE DISTRICT BEFORE THE SEWER SYSTEM MAYBE USED BY.THE APPLICANT THE APPLICANT, OR HIS AUTHORIZED REPRESENTATIVE MUST NOTIFY THE DISTRICT AT THE TIME INSPECTION IS DESIRED ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLECTION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CON- SIDERED INVALID AND WILL NOT BE ACKNOWLEDGED ALL SUCH CONNECTIONS MUST BE MADE WITH AN LCWD INSPECTOR ATTHE SCENE ATTHETIME OF CONNECTION IF, FOR ANY REASON, A CON- NECTION IS IMPROPERLY MADE, IT SHALL BE .THE RESPONSIBILITY OF THE APPLICANT.XAT THE APPLICANTS EXPENSE, TO DIG UP OR OTHERWISE RE-EXPOSE THE CONNECTION SO THAT, AN INSPECTION "MAY BE MADE AND THE APPLICANT-AT THE APPLICANTS EXPENSE SHALL MAKE-ANY CORRECTIONS OR ALTERATIONS REQUIRED BY LCWD 'IN THE EVENT THAT THE APPLICANT, FOR ANY REASON,-FAILS TO TAKE APPROPRIATE ACTION, THE DISTRICT RESERVES THE RIGHT TO DIG'UP AND INSPECT THE CONNECTION AND MAKE ANY CORRECTIONS NECESSARY, AT THE APPLICANTS EXPENSE OR IN THE ALTERNATIVE, TO DISCONNECT SERVICE ANY COSTS INCURRED BY LCWD IN TAKING SUCH CORRECTIVE ACTION SHALL BE BILLED TO THE APPLICANT AND, MAY BE RECORDED AS A LIEN AGAINST THE APPLICANTS PROPERTY EQUAL IN PRIORITY TO A TAX LIEN OWNER'S NAME Kevin Stephens MAILING ADDRESS 1500 W. llth Ave #24 PHOMPNUMRFR 760-740-0885 Escondxdo, CA 92029 SERVICE AnnRFRS 2442-2444 Scada Circle, Carlsbad, CA 92009 L TRACT NAME/NO LOT # CONNECTION FEE $ 7900,00 1 ASSESSOR'S PARCEL NO 216-190-6000 PRORATED SEWER SERV FEE $_ TOTAL a 7900.00 TYPF/FUIIiniNG Duplex # /UN ITS 2 PAID BY D CASH *H CHECK # 2571 The undersigned hereby agrees that the above information given is correct and agrees to the conditions as stated 2/1/2000 AM 21969 Owner Signature Date Rec'd by Account No Ref 15BSPERMIT1 o LLCO Ooto Q_ Z> 3 ft § Q $ ^ CO Q 5> 0- *ls&eCC S LU£Kffi§23S 3 5^§5i S «•E*S'E'5,SKu-<?-!,sii 0rjH o:£§8 (D^ ^5 os ^a.til!lirh*^ '1^v> ^ ^\>**T* 'T or •o