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2901 OCEAN ST; ; CB911190; Permit
B U I L D I N G P E R.M I T Permit No: CB911190 06/09/92 12:08 Project N6: A9101499 Page 1 of 1 Development No: Job Address: 2901 OCEAN ST Suite: Permit Type: CONDOMINIUMS 7996 06/09/92 0001 01 02 Parcel No: 203-234-01-00 Lot#: C-PRMT 63178.00 Valuation: 1,440869 LiLr-~ Construction Type: Vi I Occupancy Group: R1/B1/B2 Ref erence#: CT 90-7 Status: ISSUED Description: 14306 SF +1050 GAR + 2064 STOR Applied: 08/20/91 + 2362 DECK + 4182 PARKING Apr/Issue: 06/09192 Validated By: CD Appl/Ownr: ROWE, CHARLES 619 434-3125 POBX 142 CARLSBAD, CA 9201 CONTRACTOR : CALIFORNIA BUftDER POBX 142 / CARLSBADPAA 92cj .kk* Fees Recluiredj A Fees: 61, 2?b/ Adjustments: / Total Fees: 660 . Fee description Building Permit Plan Check Strong Motion Fee Enter Number of EDU' or Enter Park-in-Lie F Enter 'Y" to Autocalc * BUILDING TOTAL Enter "Y'1 for Plumbing Issue Fee •) Each Plumbing Fixture or Trap > Each Building Sewer > Each Install/Repair Water Line > Each Water Heater and/or Vent > Gas Piping System > Each Vacuum Breaker > * PLUMBING TOTAL Enter "Y" for Electric Issue Fee > Three Phase Per AMP > * ELECTRICAL TOTAL ($10 Minimum) Enter 'Y' for Mechanical Issue Fee> Install Furn/Ducts > Each Install/Reloc Appliance Vent > Each Hood/Fireplace > * MECHANICAL TOTAL (F i I3 26060 1A 0 84 2.50 6 6.50 6 2.50 6 2.50 6 2.50 21 2.50 0 0 400 .50 0 6 9.00 22 4.50 12 6.50 0 4343125 & Credits ------------------ .00 \ 2,874.00 63,178.00 t1 Ext fee Data 1 4422.00 / 2874.00 144.00 4400.00 1 26224.00 Y 24207.00 1934.00 1042.00 65247.00 7.50 Y 210.00 39.00 15.00 15.00 15.00 52.50 354.00 5.00 Y 200.00 205.00 15.00 Y 54.09/ 9%4I0 00 rfr'246.00 > tq 2.00 ti010RTE0 1952 (C CITY OF CARLSBAD 2675 Las Palmas Dr., Carlsbad, CA 92009 APPROVAL &no IAT - /:j--;-- 13)1't SEWER PERMIT 06/09/92 12:04 Page 1 of I Job Address: 2901 OCEAN ST Permit Type: SEWER - RESIDENTIAL Parcel No: 203-234-01-00 Description: ST. TROPEZ WEST 17561 SF CONDO OVER 4182 PARKING Permitee: ROWE, CHARLES 4343125 POBXI42 CARLSBAD, CA 92018 *** Fees Required -Fe C Fees: 3,220,O0 Adjustments: ..OQ. '.• 'Total Total Fees: 3,220.00 Total P - Fee description / ••. rits\ I --------------------- E ---- Enter Number of Unit — i-'')3------------ Sewer Fee •I —Z Enter Sewer EDUs adene!it Ar .00 * SEWER TOTAL 1 •>. 1 _• Permit No: SE910089 Bldg PlanCk#: 7996 06/09/92 0001 01 02 C-PRIIT 3220.. 00 C L 0 Status: ISSUED Applied: 09/10/91 Apr/Issue: 06/09/92 Expired: Prepared By: MCL .00 00 3,220.00 Ext fee Data --------------- 2.00 3220.00 0 3220.00 ollected & Credits -------------------------- COROAATED 152 / CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 PERMiT APPLICATION S City of CarLsbad Building Department 2075 Las Palms Dr., CarLsbad, CA 92009 (619) 438-1161 - A - U Commercial U New Building U Tenant Improvement B -0 Industrial 0 New Building _ 0 Tenant Improvement C -0 Residential 0 Apartment B'ndo 0 Single Family Dwelling 0 Addition/Alteratior Duplex 0 Demolition 0 Relocation 0 Mobile Home 0 Electrical 0 Plumbing Mechanical 0 Pool 0 Spa 0 Retaining Wall 0 Solar 0 Other__________ INFORMATION PLAN JCKNO. q I — C-FRill 2874.00 FOR OFFICE USE ONLY Nearest Cross Street I...fl.4)rdAJvv ir UO1V1&1dJ — I I J Ir IF D Energy Calcs 2 Structural Calcs IY Soils Report Di Addressed Envelope DESCRIPTION OF WORJ.. PT' 11 M C.r. Bt4 (''t -Wq'c 444 U414'e'( SQ. Fr. I S.-P&Ak~04 # OF STORIES 3 J WNINj,.hsthUN ur,giue NAME , ro pi cant ADDRESS CITY STATE ZIP CODE DAY TEIEPE 4. APPULAN-1— .euR U ACEN FOR WNTRAC1 U OWNER V0AUbNl rUK UWNEK W NAME0_L1 1 ADDRESS 00 1+2, CITA2AALc11aJ STATEQCL. ZIP CODE 7201r DAY TELEPHONE NAME STTlOPaz_ ADDRESS o. I42 STAT&.. ZIP CODE '120 /( DAY TELEPHONE _- NAME ( ?0461*r ADDRESS.PZD. 6C< CITY0 STATE &t. ZIPCODEqzO/JK DAY TELEPHONE STATE LIC. 4i(C40 LICENSE CLASS CITY BJJSINESS LIC. # CITY .!~?AI #90 STATE (. ZIP CODE DAY TELEPHONE 499-0I443 STATE LIC. # Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or -duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. Q. INSURANCE COMPANY POLICY NO. EXPIRATION DATE Certificate of Exemption: 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. SIGNATURE DATE 8. OWNER-BUILDER DECLARATION Owner-Builder Declaration: I hereby affirm that I am exempt from the Contractor's License Law For the following reason: 0 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.). 1, 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). 0 I am exempt under Section Business and Professions Code for this reason: (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, commencing 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 more than five hundred dollars [$500]). SIGNATURE DATE COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? DYES ONO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? DYES 0 N Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? DYES 0 N IF ANY OF THE ANSWERS ARE YES A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS NET OR IS MEETING THE REQUIREMENTS OF ThE OFFICE OF EMERGENCY SERVICES AND THE AIR IOILITI1ON CONTROL DISrRICr. ereby 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. I agree tocomply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE QTY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CI1Y IN CONSEQUENCE OF THE GRANTING OF illS PERMIT. OSHA: An OSHA permit is required for excavations over 5,0" deep and demolition or construction of structures over 3 stories in height. Expiration. Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 365 days from the date of such permit or if the building or work authorized by s it uspe or abandoned at any time after the work is commenced for a period of 180 days (Section 303(d) Uniform Building Code). p; EO RE DATE:F2 9/ CITY OF CARLSBAD INSPECTION REQUEST PERNIT# CB911190 FOR 11/22/93 INSPECTOR AREA MP DESCRIPTION: 14306 SF +1050 GAR + 2064 STOR PLANCK# CB911190 + 2362 DECK + 4182 PARKING 6 UNITS 0CC GRP Ri/B1/B2 TYPE: CONDO CONSTR. TYPE Vi JOB ADDRESS: 2901 OCEAN ST STE: LOT: APPLICANT: ROWE, CHARLES PHONE: 619 434-3125 CONTRACTOR': CALIFORNIA BUILDERS PHONE: 4343125 OWNER: PHONE: REMARKS: RS/DAVE/434-8420 INSPECTOR SPECIAL INSTRUCT: TOTAL TIME: --RELATED PERMITS-- PERNIT# TYPE STATUS RW930102 ROW ISSUED CB911140 DEMO EXPIRED CB911142 RETAIN ISSUED SE910089 SWRSD ISSUED AS920055 ASC ISSUED FA930002' FALARN ISSUED CB930442 ELEC ISSUED CD LVL DESCRIPTION ACT COMMENTS 19 ST Final Structural 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical ***** INSPECTION HISTORY ***** DATE DESCRIPTION -ACT INSP 111593 Gas/Test/Repairs PA NP 092193 Rough Electric CO PK 092093 Final Electrical NR PK 061793 Steel/Bond Beam • AP PY 061093 Interior Lath/Drywall AP PY 060993 Interior Lath/Drywall CA PY 060793 Interior Lath/Drywall • AP PY 060393 Ftg/Foundation/Piers AP PY 060393 Interior Lath/Drywall AP PY 060293 Ftg/Foundation/Piers CO MP 060193 Ftg/Foundation/Piers NR NP 060193 Frame/Steel/Bolting/Welding AP MP 060193 Interior Lath/Drywall AP NP 052793 Frame/Steel/Bolting/Welding NR MP 052793 Interior Lath/Drywall AP NP 052693 Ftg/Foundation/Piers • NR MP 052593 Frame/Steel/Bolting/Welding CA NP 052593 Rough Combo • AP NP 052593 Interior Lath/Drywall AP NP 052493 Frame/Steel/Bolting/Welding AP NP COMMENTS OKAY TO COVER ON HOUSE METER TAP NDS TO BE OPENED FOR INSP GRG SLAB OK TO POUT iN & STORAGE PRE-ROCK EAST SIDE GRG SLAB UNIT i-S SEE INSP NOTES GARAGE SLAB 1-N OK TO ROCK is 2N is 2S 2N 4 CITY OF CARLSBAD INSPECTION REQUEST PERNIT# CB911190 FOR 06/02/93 INSPECTOR AREA MP DESCRIPTION: 14306 SF +1050 GAR + 2064 STOR PLANCK# CB911190 + 2362 DECK .+ 4182 PARKING 6 UNITS 0CC GRP Ri/Bi/B2 TYPE: CONDO CONSTR. TYPE Vi JOB ADDRESS: 2901 OCEAN ST STE: LOT: APPLICANT: ROWE, CHARLES PHONE: 619 434-3125 CONTRACTOR: CALIFORNIA BUILDERS PHONE: 4343125 OWNER: PHONE: REMARKS: MH/DABE/434-8420 INSPECTOR I) SPECIAL INSTRUCT: PM PLEASE PARKING GARAGE SLAB ui'i uic --RELATED PERMITS-- PERNIT# TYPE STATUS CB911140 DEMO EXPIRED CB911142 RETAIN ISSUED SE910089 SWRSD ISSUED AS920055 ASC ISSUED FA930002 FALARM ISSUED CB930442 ELEC ISSUED CD LVL DESCRIPTION ACT COMMENTS ii3O -'- 11 ST Ftg/Foundation/Piers 'VU PL471it ***** INSPECTION HISTORY ***** DATE DESCRIPTION ACT INSP 052793 Frame/Steel/Bolting/Welding NR NP 052793 Interior Lath/Drywall AP MP 052693 Ftg/Foundation/Piers NR NP 052593 Frame/Steel/Bolting/Welding CA MP 052593 Rough Coibo AP MP 052593 Interior Lath/Drywall AP MP 052493 Frame/Steel/Bolting/Welding AP MP 052093 Frame/Steel/Bolting/Welding NR MP 051793 Frame/steel/Bolting/Welding AP MP 051093 Interior Lath/Drywall AP MP 051093 Interior Lath/Drywall PA MP 050693 Interior Lath/Drywall NR MP 050693 Frame/Steel/Bolting/Welding AP MP 050593 interior Lath/Drywall NR NP 050393 Interior Lath/Drywall PA MP 042793 Rough Combo PA NP 042793 Interior Lath/Drywall PA NP 042693 Frame/Steel/Bolting/Welding NR NP 042293 Rough Combo PA NP 042293 Gas/Test/Repairs PA MP 041493 Frame/steel/Bolting/Welding NR NP 041493 Rough/Topout AP MP 040693 Frame/Steel/Bolting/Welding NR MP 032393 Shear Panels/HD's PA MP COMMENTS. 15 2S 2N UNIT 2-S 3-S LIDS @ STGE RMS POUR CONCRETE/XTRA BTHRMS UNIT 3 N UNIT 3S OK TO PUT 2ND LAYER ON LID 3N 3 "S" UNIT 3N UNIT 2&3S,.2&3N 1ST,2ND,3RD FLOORS OK TO WRAP EXT CITY OF CARLSBAD INSPECTION REQUEST PERNIT#. CB91].190 FOR 06/02/93 INSPECTOR AREA NP DESCRIPTION: 14306 SF +1050 GAR + 2064 STOR PLANCK# CB911190 + 2362 DECK + 4182 PARKING •6 UNITS 0CC GRP R1/B1/B2- TYPE: CONDO CONSTR. TYPE Vi JOB ADDRESS: 2901 OCEAN ST STE: LOT: ***** INSPECTION HISTORY ***** DATE DESCRIPTION • ACT INSP COMMENTS 032393 Frame/Steel/Bolting/Welding PA NP OK TO.ROCK ELEV SHAFT 031793 Shear Panels/HD's PA NP OK TO WRAP SOUTH WING 031793 Roof/Reroof AP NP 030893 Shear Panels/HD's CO NP 030893 Roof/Reroof CO NP• 030493 Gas/Test/Repairs NR NP 030293 Footing . . AP NP PLANTERS @ SOUTH WALL 020893 Sewer/Water Service AP NP U/G @ SUMP PUMP 020893 Fireplace/Chimney . NR NP 020293 Grout . AP MP, PLANTERS @ LOWER LEVEL 012593 Footing AP NP . PLANTERS @ LOWER LEVEL 010493 Steel/Bond Beam NR NP 123192 Steel/Bond Beam CA NP PER TONY BRADLEY 122192 Underground/Under Floor AP NP . @. GARAGE 100292 Steel/Bond Beam AP PK/MP GRG DECK REINF/SEE INSP NOTES 093092 Ftg/Foundation/Piers. CO NP 07309.2 Shear Panels/HD's PA PA 070992 Ftg/Foundation/Piers PA NP SEE INSP NOTES 070992 Ftg/Foundation/Piers AP NP SEE INSP NOTES 070792 Ftg/Foundation/Piers PA MP WALL OK TO CLOSE 070192 Shear Panels/HD's NR PD NO PLANS ON SITE 063092 Shear Panels/HD's NR .MP NO PLANS ON SITE 061992 Footing . PA PD AS NOTED ON PLANS 060492 Ftg/Foundation/Piers AP MP OK TO POUR SLAB 012292 Rough Electric . PA NP OK TO INSULATE ON ROOF 012292 Roof/Reroof . . PA MP, STEEL CONN OK ON ROOF UWSCXDUL2D INSP!CTIOtf DATE _/c - 2 - INSPECTOR PERMIT $___________ PLANCK *____________ JOB ADDRESS to- TIME ARRIVE: TIME LEAVE:____________ co LVL DESCRIPTION ACT COMMENTS — OtI /&eehs 7"- 7q1 t -z (-v2. 4,,. 10 YA 0 ,nge.h ,L , 'I' cO S., )c Jt ASfd AG C27'4J 'j' 4'O /3 'ô. C. ,- ,iL. 4 ftt4/ • PERMITS 6/ 35/69 4. ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 5601468 DATE: 1(1!! DAPPLICANT JURISDICTION: .0 IT Of rARLc&A1 PLAN CHEC] DFILE COPY. PLAN CHECK NO: gj— if?O SET: DUPS DDESIGNER PROJECT ADDRESS: ago I OCEAN .ST. PROJECT NAME: _.._Ro or- z_WT_ E 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 LI with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies 1:3 identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. LI The check list transmitted herewith is 'for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. LI The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: 0 Esgil staff did not advise the applicant contact person that plan check has been completed. El Esgil staff did advise applicant that the plan check has been completed. Person contacted:_______________________ Date contacted: Telephone REMARKS: . ep(.npi (y,atIi sh,s6 plo WHI, u4L)C. Sdy;'/ Cl77. A4r. By:pA%J(I) 'r'A7 ' Enclosures: ESG±L CORPORATION OGA 11 ci E ft MA & Azwdam ARCHITECTURE AND ENGINEERING October 1, 1992 City of Carlsbad Building Department 2075 Las Palmas Drive Carlsbad, CA 9200 Att: Pat Kelley Re: Structural concrete slab over garage. 2901 Ocean Street, Carlsbad, CA. Dear Pat, The design of this concrete slab calls for top bars in the east- west direction and in the north-south direction not to be continuously spaced at 13" o.c. throughout the entire slab. On the contrary, they are laid out within column strips and middle strips per the UBC code. These strips contain bars that stop short and leave a "gap" without rebars in the middle of slab areas. See figure No. 26-1 of the 1988 UBC. The bottom bars in the east-west direction and in the north-south direction do indeed extend over the column strip with a maximum dimension of 3" away from the centerline of the column. If the bottom bar extends beyond the centerline 1", so much the better. If the bottom bar from the adjacent span extends beyond the centerline of the same column, so be it. Per code, they can be away from each other 3" + 3" ( not even overlap each other ). See figure No. 26-1. The reinforcing steel has been placed properly according to the structural drawings. The drawings properly reflect the design of the structural slab .according to the 1988 UBC. Sinc rely, En tiadi AlA RCE End.: Figure 26-1 ERIC FOTIADI, AlA & ASSOCIATES • 740 THIRTEENTH MEMBER AMERICAN 0, CALIFORNIA 92101 • PHONE (619) 2343775 • FAX (619) 233.6828 INSTITUTE OF ARCHITECTS 26-1 WITH DROP PANELS - MQ, Oi251 J 24 bar duo or 12" Mm I Ii - all u'S Edge of dirco Oi2SJ 0 d 24b0r duo or 12 Mm 1988 EDITION j MINIMUM CL PERCENT WITHOUT DROP PA.ELS - 'ATSECT'ON 06. 50 a Remainder cc Ll SO Remainder cc U, 3 • d — 3 . 50 1- in Remainder — z 1 '____ ___ uJ 0 = 50 o Reinder .. 1- •1 ________ I- I- Ui CC g 100 — x A F! 1 Nazi r'r ED - Mci 0 I.J - 3Moz U) 0 Remainder 0. 17/ Was 50 - 0. — — r alibcrs4 id__c - in Remaieder FIG URE NO. 26-1—MINIMUM BEND POINT LOCATIONS AND EXTENSIONS FOR REINFORCEMENT IN SLABS WITHOUT BEAMS [See Section 2612 (I) 1 for reinforcement extension into supports.] 513 Mos I 1.i w Met 015/ 6"—i44 04 i ).c (all bors) I ° Ed_____________________ Remainder 16" 3" Has. Mal. 6" Clear span-,I support , C Clear span Face of support Face of 1l___Cenler 10 center span-! Center to center soon -.0 2 Exterior support 2 Interior support Exterior Support 2 (No Slab continuity) (Continuity provided) (No slab continuity) I Ben1 ban at eatenior supports mc, be used if a general IMIyius is mode BAR LENGTH FROM FACE OF SUPPORT MINIMUM LENGTH MAXIMUM LENGTHI MARK a b c d e f g LENGTH 0I4/ 0204 022/n 0301 033/a 020/a 024/j EXITS ft- ROOF CONSTR. SLOPE LAZE PENT. On' F itt fill LZ1 Ta"s n.j lsTf* t. 2 STEEL STEEL WELDS ALUM. ALUM. UCAY. FOUND. vau —a RCV BY: XEROX TELECOP I ER 7010 .10- 1-92 9: 32PM 619 293 35309 6194380694;# 1 FOTIRDI .& ASSOCIATES TEL:619-293-3530 Oct 01,92 21:25 No.001 P.01 'I. FOTIADI & ASSOCIATES PROJECT NAME: ARCHITECTS/ENGINEERS 3103 Falcon Street 3LTQfE2 SAN DIEGO, CA. 92103 PROJECT NO.: Tel.: (619) 293-3530 21101 0.0 . 2ELEC0PLJ1IAQ Date: _________ Time:_... a4-p1 or %t'€,tM7 COMPANY Yv ATT. : NAME: TO mGor TELECOP FROM: NUMBER: - I NUMBER OF PAGES (INCLUDING THIS COVER SHEET) OUR TELECOPY NUMBER IS (619) 293-3530 FOR OTHER INFORMATION (619) 293-3530 REMARKS: •..••) ..... RC) 5Y:XEROX TELECOPIER 71 ;1- 1-92 9:33PM ; 619 293 35304 6194380894; 2 FOTIADI 8. ASSOCIATES TEL:619-293-3530 Oct 01,92 Eft Falad AA & ARCHITECTURE AND ENGINEERING October 1, 1992 City of Carlsbad Building Department 2075 Las Palmas Drive Carlsbad, CA 92008 Att: Pat Kelley Re: Structural concrete slab over garage. 2901 Ocean Street, Carlsbad, CA. Dear Pat, The design of this concrete slab calls for top bars in the east- west direction and in the north-south direction not to be continuously spaced at 13" o.c. throughout the entire slab. On the contrary, they are laid out within column strips and middle strips 'per the UBC code. These strips contain bars that stop short and leave a "gap" without rebars in the middle of slab areas. See figure No. .26-1 of the 1988 UBC. The bottom bars in the east-west direction and in the north-south direction do indeed extend over the column strip with a maximum dimension of 3" away from, the centerline of the column. If the bottom bar extends beyond the.centerline 1", so much the better. If the bottom bar from the adjacent span extends beyond the centerline of the same column, so be it. Per code, they can be away from each other 3" + 3" ( not even overlap each other ). See figure No. 26-1. The reinforcing steel has been placed properly, according to the structural drawings. The drawings properly reflect the design of the structural slab according to the 1988 UBC. Sinc rely, Eri iadi AlA RCE End.: Figure 26-1 ERIC FOTIADI. AlA & ASSOCIATES • 740 THIRTEENTH MEMBER AMERICAN 0, CALIFORNIA 92101 • PHONE (619)234.3775' FAX (619) 2334828 INSTITUTE OF ARCHITECTS .'3:....... RCV BY:xEROx TELECOPIER 7010 ;io- 1-g24PM; f619.293 35304 6194380894; 3 FOTIADI 8 ASSOCIFTES TEL:619-293-3530 Oct 0192 21:25 No.001 P.03 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 5601468 DATE: /0/I 7.. AP LICANT JuRIsDIcT: JURISDICTION: CIT( Or. rA?L,c&A.b PLAN CHECI FILE COPY PLAN CHECK NO: g/— 1f70 SET: - 8DESIGNER UPS PROJECT ADDRESS: oc PROJECT NAME: ST_.._rRopz. D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply 0 with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: 0 Esgil staff didnot advise the applicant contact person that plan check has been completed. 13 Esgil staff did advise applicant that the plan check has been completed. Person contacted:_____________________ Date contacted: Telephone I I A - By: rei'lo)_y'A7 Enclosures:____________________ ESIL CORPORATION OGA 0cz1 RCU Y:XEROX TELECOPIER 7010 10— 1-92 9:35pM Sig 293 35304 614380694# 4 FOTIRDI e nSSOCIATES TEL:619-293-3530 Oct 01.92 21:28 No.001 P.04 1988 EDITION 26-1 I MINIMUM •I wITtlOUT DROP PA(t.S WITH DROP PANELS 141 SECTION" $0 i i140 law Remarnoer I — Mat OJ25/ 50 mat -- ' L ,:- 24 or dt o or 12" Yin : 0 Remoinft, - all bc's S 0 50 ii I—a I' t " Remainder w 0 50 1Woc0l25/ 6'...r' L11 '4 2 Dot dia or 12"Min Remoinder i t..- ____________________________ .. 4 100 (14.— - 50 _______ 3Hoa 3" Moe It Remainder I . Mae 0I5 U M10I5J — II l'c ollbors).4 Is—c oI Ic (oil bats) f I.' 0. 50 5*0 Rarnoiadsr o 50 1 +1 __i—C __ 4,j Remainder 1,3-6" •_ 3" Mu. 5"Mae. i,oi e,on-1 4 clear 500fl"/fl ...p c Fate of support Face of suoaii- __-_ Center to center span-I enter $0 Center soon -it 2 Exterior support 2 interior support Exterior support 2 (NO slab continuity) (Continuity provided) (No slab continuity) hr.' bars at esterier supports ot be used if a general snaI1s is mode AQURE NO. 26-1—MINIMUM BEND POINT LJTIONS AND.:. NSIONS FOR REINFORCEMNT IN LABS t.ThOUT BEAW LSee Section 2612(I) 1•fo. Inforvment extension Into supports.) 513 BAR LENGTHFROMFACE OF SUPPORT 1 MINIMUM LENGTH MAXIMUM LENGIKI MARK LENGTH 0.141p 0204 10224 1050410334 020/n 10244] %LJ1_UI# .L%J 'e? A A~ DATE ______ INSPECTOR- PERMIT #_____ cto __________ PLANCK # JOB ADDRESS o ( &c TIME ARRIVE: TIME LEAVE:___________ CD LVL DESCRIPTION ACT COMMENTS _________ 3s C-0 a .— L Date: ___________ I gamufm eopfaTe COMPANY NAM: V frUL(j*) CoaS 4 t. Dqlo TELECOPY NUMBER: Time:__________ I ATT.: FROM: aaj MIM I -' 4y(;03 Li FOTIADI a ASSOCIATES TEL:619-23-3530 May 27,93 13:41 No.001 P.01. PROJECT NAME: ' 11(9 PROJECT I 0. NUMBER OF PAGES (INCLUDING THIS COVER SHEET) OUR TELECOPY NUMBER 18 (619) 293-3530 ~K PZflJ WAU,P.) FOR OTHER INFORMATION (619) 293-3530 %OcESS G. Flo ,O44 No 35763 vi . .....p. -03 SD36-18 WOOD B E A i/i LJ23 RAFTER/WOOD RIDGE BEAM118 1 (2) 5/8"0 THRU BOLTS LL 1 1/2 - , 3 3 3 (CENTERED) )C • __________ 2- /4x3 LENGTH TO SUIT 3- 5/&i 0 THROUHG BOLTS i7-t0L : L & 3/16v —04 SD36-1 9 Vi24 HIP/STUD WALL 1-15-15 ji WOOD .BEAM,'. L cE7f .Ttoee Ctc(U 5A-() —05 ( No 3576 LID fjiii " - SILL PLATE BOLTING 1.7 TYP. STDH LAN 0 1/20 x 10 LONG A.B. 0 48 O.C. U.N.O. IN SHE~WALL S ED SH PANEL LAN P.T.D.F. PLATE #4 REBAR 0 T. & B. NAT. GRADE OR FINISH GRADE '- IEOHi-1cO /z-1,I (i6o 4)1) icio *i,;i 7YPt'tfrl' F'it 0*7 /f( it*1L5 5-06 SD1-17 NT; NON—BEARING SHEAR WALL FTC. TYP. SLAB Cl TO NE ROUIfi OU 1. r EER Con cn <r t2_%sj IsY j .1. . 0,0 -4, Th, / A zJ p . or 4 r RECEivaj.i 61993 FIN DING INSPECTION DEPT: BUILDING ENGINEERING IFIRE PLANNING U/M WATER PLAN CHECK#: CB911190 DATE: 11/10/93 PERNIT#: CB911190 PERMIT TYPE: CONDO PROJECT NAME: 14306 SF +1050 GAR + 2064 STOR + 2362 DECK + 4182 PARKING 6 UNITS ADDRESS: 2901 OCEAN ST CONTACT PERSON/PHONE #: RS/DAVE/434-8420 SEWER DIST: CA WATER DIST: CA INSPECTE DATE BY: C. INSPECTED: 1(1 441q3 APPROVED DISAPROVED - INSPECTED DATE BY: INSPECTED: APPROVED - DISAPPROVED - INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED - COMMENTS: FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE PLANNING U/H Cr-W-ADTER. PLAN CHECK#: CB911190 DATE:. 11/10/93 PERMIT#: CB911190 PERMIT TYPE: CONDO PROJECT NAME: 14306 SF +1050 GAR + 2064 STOR + 2362 DECK + 4182 PARKING 6 UNITS ADDRESS: 2901 OCEAN ST CONTACT PERSON/PHONE #: RS/DAVE/434-8420 SEWER DIST: 'CA WATER DIST: CA INSPECTED () DATE BY: f. INSPECTED: //<S3 APPROVED - DISAPPROVED INSPECTED DATE BY: F INSPECTED: /29J APPROVED DISAPPROVED - INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED - COMMENTS: FINAL BUILDING INSPECT DEPT: BUILDING ENGINEERING FIRE PLANNING U/M WATER PLAN CHECK#: CB911190 . . DATE: 11/10/93 PERMIT#: CB911190 PERMIT TYPE: CONDO PROJECT NAME: 14306 SF +1050 GAR + 2064 STOR + 2362 DECK + 4182 PARKING 6 UNITS ADDRESS: 2901 OCEAN ST CONTACT PERSON/PHONE #: RS/DAVE/434-8420 SEWER. DIST: CA WATER DIST: CA INSPECTED DATE BY: INSPECTED: APPROVED - DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED COMMENTS: e{e/1 c- O Q77it? c is' Cct • 1 In 'I' M ED C oerf . 3 . 3/I 'Al - (Y2'c-t (. '/3)3 . .. 71:,lc( ,a~s COMMENTS:) FINAL BIIDIfl PEC TTQ\ DEPT: BUILDING ENGINEERING .FIRE PLANNING U/ - MAN CHECK#: CB911190 RMIT#: CB911190 rPRO ECTJ NAME: 14306 SF +1050 GAR + 2064 STOR + 2362 DECK + 4182 PARKING 6 UNITS ADDRESS: 2901 OCEAN ST ThQZ.. WATER DATE: 11/10/93 PERMIT TYPE: CONDO CONTACT PERON/PHONE#: RS/DAVE/434-8420 Ce4Itak t/ç SEWER DIST: CA WATER DIST: CA • • Vt )tk 4SThI 4 INSPECTED BY: INSPECTED BY: DATE / INSPECTED.: tJJ3 APPROVED ' DISAPPROVED - DATE • INSPECTED: APPROVED - DISAPPROVED._ INSPECTED' DATE • BY: • INSPECTED: APPROVED - DISAPPROVED :p Ou /ii o 4l -io cr4 zec.kD5. £ :-.f. MJJLL CONSTRUCTION EN ONLY THE BEST WILL 00 Ai '- November 29, 1993 City of Carlsbad Don Neu Planning Department * 2075 Las Palmas Dr. Carlsbad, CA 92008 Re: 2901 Ocean St. Subj: Landscape at beach access Dear Don Neu: As we discussed with the landscape inspector we will agree to do the following: 1.: If weeds return we will selectively spray with Post as required. Tensi Ometers are ordered and we will install immediately upon their arrival. Creative landscape will maintain the landscape at the publicaccess for 60 days. We understand that upon receipt of this letter the Planning Department will release the building for final occupancy. If this is not your understanding please contact us. EdM'tl5en r"Lo e. 2J2- I p421785 • 2890 Pio Pico P.O. Box 1480 Carlsbad, CA 92018-1480 • (619) 434-2233 FAX 434-4817 AL BUILDING INSPECTION DEPT: BUILDING NGINEERIN FIRE PLANNING U/M PLAN CHECK#: C 1119 PERNIT#: CB911190 PROJECT NAME: 14306 SF +1050 GAR + 2064 STOR + 2362 DECK + 4182 PARKING 6 UNITS WATER DATE: 11/10/93 PERMIT TYPE: CONDO ADDRESS: 2901 OCEAN ST CONTACT PERSON/PHONE #: AS/DAVE/434-8420 SEWER DIST: CA WATER DIST: CA INSPECTED( DATE BY: /. INSPECTED: ///s?3 APPROVED - DISAPPROVED INSPECTED 1-0 DATE BY: INSPECTED: /293 APPROVED)< DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED — DISAPPROVED COMMENTS: 77 ( #mo- gh1Lc - A,'/ea' ,C>f,' 0 /2c7-e?,lc ROAD J1? - -. -.V .LV ou JUJU CONCRETE TI 16 002 I. 6610 Kearny Villa Road San Diego, CA 92123 (619) 541.0211 FAX (619541-0266 Nifi aft;ti1eg with Uancrete Tie of Son Diego, Inc or any of its aItiIisIeI companies September 29, 1992 MC CARTHY CONCRETE F. o. BOX 2631 CARLSBAD, CA 92018-2631 Subject: Field Inspection 3705 Riviera Drive Pacific Beach, CA On September 21, 1992, I inspected the shoring p l a c e m e n t a t t h e above project. The vertical and horizontal sho r i n g p l a c e m e n t w a s placed according to the manufacturer's recommen d a t i o n . However, I have the following suggestions: 1. Post shores to be added on each side of the o p e n i n g a t the east wall. 7. Wood blocks to be secured to top of beams t o p r e v e n t movement. 3. Post shore spacing at the depression line to b e 3 ' - 0 " o n center OR use wood blocks to support cantilevered jo i s t s . This review does not relieve the contractor of t h e r e s p o n s i b i l i t y for job safety, proper alignment and grade of the w o r k , construction methods, adequate bracing, scheduling a n d o t h e r d u t i e s and responsibilities normally assigned to the c o n t r a c t o r . The assumpti-on of any of the duties or responsibilities b y C o n c r e t e T i e is not implied or intended by the field review. Sincerely, Vdahrou r BM/ ak C:\WP5.0\FAMCCART MEMBER OF IkTL NI1IIOMqL DLF ENERGY CONSULTANTS June 2, 1992 Mike Peterson City of Carlsbad .. 2075 Las Palmas Drive Carlsbad, CA 92009 File: letters\carlsbd.stt Re: St Tropez Condominiums Drainline Re-routing Dear Mr. Peterson: We have reviewed the proposed plumbing alterations to re-route the branch drainlines leaving the First Level of Units IN and is. These lines can be re-routed down through the walls from the First Level to the Basement Level still leaving plenty of capacity in the 4" main drainline to the sump. cc: Charlie Rowe M020658 C. edHA%4 785 GRAND AVENUE, SUITE #206, CARLSBAD, CALIFORNIA 92008 (VOICE AND FAX) (619) 729-4006 SOUTHERN CALIFORNIA SOIL & TESTING, INC. T F74870 RIVERDALE STREET, P.O. BOX 600627 SAN DIEGO, Ca. 92160, Phone (619) 280-4321 ENTERPRISE STREET, ESCONDIDO. Ca. 92029, Phone (619) 746-4544 FIELD INSPECTOR REPORT PROJECT TITLE St. Tropez West Condominiums SCS&T FILE No. 9112158 I.R. No. 13 (page 1 of 1) PROJECT LOCATION 2901 Ocean St. Carlsbad PERMIT No. 1142 PLAN FILE No. ARCHITECT Eric Fotiadi AlA & Assoc. ENGINEER GENERAL CONTRACTOR California Builders SUB CONTRACTOR California Builders 05/12/92 REINFORCED CONCRETE Time Arrived: 1130 Time Departed: 1530 M. Saunders Reinforcing Steel: ASTM A615 Concrete: Mix Design #265P, 3250 psi Inspected the reinforcing steel installation for the basement level grade beams between 5 and 7 and B and D. Also the garage level column footings at G.3 - 2.7, G.3 -4, and G.3 - 5.3. Inspected the reinforcing steel for size, grade, lap, location, and clearance. Inspected the placement and consolidation of approximately 40 cubic yards of concrete in the locations listed above. Consolidation by mechanical vibrator. One set of four test cylinders was taken. Slump test results are 4"; Air temperature 84 degrees; Concrete temperature 82 degrees. Work inspected appears to be in accordance with the approved plans and specifications. Concrete supplied from Escondido Ready Mix Concrete. DISTRIBUTION: (4) St. Tropez: Charles Roe SOUTHERN CALIFORNIA City of Carlsbad SOIL & TESTING, INC. REVIEWED BY: SAVED FILE#, REPORT 2158R13 Michael B. Wheeler, R.C.E. #45358 e SOUThERN CALIFORNIA SOIL & TESTING, INC. T (280 RIVERDALE STREET, P.O. BOX 600627 SAN DIEGO, Ca. 92160, Phone (619) 280-43 1 747 ENTERPRISE STREET, ESCONDIDO. Ca. 92029, Phone (619) 746-4544 ) FIELD INSPECTOR REPORT PROJECT TITLE St. Tropez West Condominiums SCS&T FILE No. 9112158 1. R. No. 12 (page 1 of 1) PROJECT LOCATION 2901 Ocean St. Carlsbad PERMIT No. 1142 PLAN FILE No. ARCHITECT Eric Fotiadi AlA & Assoc. ENGINEER GENERAL CONTRACTOR California Builders SUB CONTRACTOR California Builders 04/24/92 REINFORCING CONCRETE Time Arrived: 0730 Time Departed: 1230 E. Ripley Reinforcing Steel: ASTM A615 330 Concrete: Superior Ready Mix Design #67P, 2000 psi Work Area-Underground- Garage Walls, Section 2-2 and Section 3-3 on Sheet #1. The memo dated 4/10/92, from the Engineer Eric Fotiadi. Changed the 245 horizontal at 16" O.C., to 245 at 24" O.C. Section 4-4 included in the work area, but not on the memo. Upon arrival, the wall was built to the 9'-maximum height or less (as required). The cleanouts in each cell had been cleaned adequately and the required reinforcing was in place except for the floor dowels which were installed today. Detail "A" on Sheet I calls for an "End of Wall", and 2 columns. The end wall was moved, and mid column was eliminated which deleted the #4 ties at 12" O.C. The end of wall detail with no ties replaced this mid column. Section 4-4 wall had the horizontal steel at 12" O.C. because it was not called out on the 4/10/92 memo. Provided inspection while approximately 25 cubic yards of grout was pumped for the above walls. The walls were grouted in two lifts. Mechanical vibration was used for consolidation, except the 8" CMU wall on top of the 12" CMU wall in section 4-4 was puddled because there was no room, due to the amount of reinforcing. Work was acceptable per plans and specification. DISTRIBUTION: (4) St. Tropez: Charles Roe (1) SOUTHERN CALIFORNIA City of Carlsbad SOIL & TESTING, INC. REVIEWED BY: SAVED FILE#, REPORT 2158R12 Michael B. Wheeler, R.C.E. #45358 SOUTHERNALIFORNIASOIL & TESTING1NC. (6280 RIVERDALESTREET.O. BOX 600627 SAN DIEGO, Ca. 92160, Phone (619) 280-4321 747ENTERPR1SISTREET,ESCONDIDO.Ca. 92029, Phone (619) 746-4544 FIELD INSPECTOR REPORT PROJECT TITLE St. Tropez West Condominiums SCS&T FILE No. 9112158 I.R. No. 14 (page 1 of 1) PROJECT LOCATION 2901 Ocean St. Carlsbad PERMIT No. 1142 PLAN FILE No. A9101499 ARCHITECT Eric Fotiadi AlA & Associates ENGINEER Eric Fotiadi AlA & Associates GENERAL CONTRACTOR California Builders SUB CONTRACTOR California Builders 07/07/92 REINFORCED CONCRETE C. Hand Reinforcing Steel: ASTM A615 495 Inspected reinforcing steel in CIP wall on Line F, checked steel for size, grade, spacing, and clearance. To the best of my knowledge, all reinforcing steel has been placed per Detail 4, Sheet S5 of approved plans. However, the plans call for #5 dowels at top of wall which will be placed after wall has been completely formed, but prior to concrete placement. Also inspected the reinforcing steel in 3 columns on Line G.6 and two on Line F.6 which did comply with the plans. REINFORCED CONCRETE 07/10/92 Reinforcing Steel: ASTM A615 C. Hand Concrete: 5000 psi, 3000 psi 495 Observed the placement of 15 cubic yards of the 5000 psi concrete which was pumped into columns on Line G.3 and columns on Lines F.6. Concrete was consolidated by means of a mechanical vibrator. Also observed the placement of 9-1/2 cubic yards of the 3000 psi concrete which was pumped into CIP wall on Line F.. Consolidations was achieved by mechanical vibrator. Fabricated one set of 4 cylinders from 5000 psi mix and performed Slump test results was 5-1/2"; Concrete temperature 91 degrees. Fabricated 1 set of three test cylinders form 3000 psi mix and performed Slump test results was 4-1/2"; Concrete temperature 91 degrees. Contractor was made aware of concrete temperatures. Placement was acceptable. DISTRIBUTION: (4) St. Tropez: Charles Roe SOUTHERNALIFORNIA (1) City of Carlsbad SOIL & TESTING,INC. REVIEWED BY: SAVED FILE #,REPORT# 2158R14 Michael B. Wheeler, R.C.E. #45358 5 SOUTHERN CALIFORNIA SOIL & TESTING, INC. 10 6280 Riverdale Street, P.O. Box 600627 , San Diego, CA 92160, (619) 280-4321 FIELD INSPECTION REPORT PROJECT TITLE: St. Tropez West Condominiums SCS&T FILE NO: 9112158 l.R.NO: 14 (Pg 1 of 1) PROJECT LOCATION: 2901 Ocean Street, Carlsbad PERMITNO: 91-1190 PLAN FILE NO: ARCHITECT: Eric Fotiadi & Associates ENGINEER: GENERAL CONTRACTOR: California Builders SUBCONTRACTOR: 6/19/92 S. Campbell 206 REINFORCED CONCRETE Time Arrived: 1100 Time Departed: 1400 Reinforcing Steel: A615, Grade 60 Concrete: Escondido Ready Mix #6896P, 5000 psi Arrived on site as requested to inspect the placement of concrete in column pad diamonds. Noted that the City of Carlsbad inspection department had signed off pad diamonds as acceptable on 6/19/92 pending letter from structural engineer. Observed the placement of approximately six cubic yards of concrete in the column pad diamonds. Concrete was pumped into place and consolidated with a mechanical vibrator. Fabricated one set of four concrete compression test cylinders from the load. Test results are: Slump 4 3/4" Concrete temperature 850 To the best of my knowledge, concrete placed this date is acceptable per the verbal approval of the structural engineer. Written acceptance by structural engineer to follow. DISTRIBUTION: (4) St. Tropez, Attn.: Charles Roe (1) City of Carlsbad REVIEWED BY: Michael B. Wheeler, R.C.E. #45358 St. Tropez West Condominiums 9112158 14 (page 1 of 1) 2901 Ocean St. Carlsbad 91-1190 Eric Fotiadi AlA & Assoc. California Builders California Builders 06/19/92 REINFORCED CONCRETE Time Arrived: 1100 Time Departed: 1400 S. Campbell Reinforcing Steel: ASTM A615, Grade 60 206 Concrete: Mix Design #6896P, 5000 psi Arrived on-site as requested to inspect the placement of concrete in column pad diamonds. Noted that city of Carlsbad Inspection Department had signed off pad diamonds as acceptable on 6/19/92 pending letter from Structural Engineer. Observe the placement of approximately 6 cubic yards of concrete in the column pad diamonds. Concrete was pumped into place and consolidated with a mechanical vibrator. Fabricated one set of 4 concrete compression test cylinders from the load. Slump 4-3/4"; Concrete temperature 85 degrees. To the best of my knowledge, concrete placed this date is, acceptable per the verbal approval of the Structural Engineer. Written acceptance by structural engineer to follow. (4) St. Tropez: Charles Rce (1) City of Carlsbad 2158R14 Michael B. Wheeler, R.C.E. #45358 SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 RJVERD LE STREET, P.O. BOX 600627, SAN DIEGO, CA. 92160 (619) 2804321 747 ENTERPRISE STREET, ESCONDIDO, CA. 92025, (619) 746-4544 COMPRESSIVE STRENGTH TEST REPORT FILE NUMBER 9112158 DATE: July 20, 1992 9 CONCRETE (ASTM C39) PROJECT TITLE St. Tropez West Condominiums E MORTAR(UBC 2422) PROJECT LOCATION 2901 Ocean Street, Carlsbad D GROUT (ASTMC1O19) ARCHITECT PRISMS (ASTM E447) ENGINEER PERMIT No. 91-1190 CONTRACTOR California Builders PLAN FILE No. LOCATION IN STRUCTURE Columns on line G-3 and F-6 Concrete Temperature: 910 MATERIAL SUPPLIER Palomar Transit Mix Air Temperature: 800 ADMIXTURE(S) MIX DESIGNATION P5000CWP4 TIME IN MIXER, MINUTES 60 SLUMP, INCHES 5-1/4 SAMPLES FABRICATED BY CJH SAMPLES TESTED BY ORB TRUCK No. 71 TICKET No. 707204 LABORATORY No. 4414 4415 4416 4417 MARK A DATE MADE 07-10-92 Discarded DATE RECEIVED 07-11-92 DATE TESTED 07-17-92 08-07-92 08-07-92 DIAMETER, INCHES 6.00 AREA, SQUARE INCHES 28.27 MAXIMUM LOAD, LBS 108,500 147,500 141,500 COMPRESSIVE STRENGTH, PSI 3,840 5,220 5,010 AGE TESTED, DAYS 7 28 28 REQUIRED 28 DAY STRENGTH, PSI 5,000 UNIT WT./CU. FT. (PLASTIC) k DISTRIBUTION (4) St. Tropez (1) City of Carlsbad (1) McCarthy Concrete (1) Palomar Transit Mix SOUTHERN CALIFORNIA SOIL & TESTING; INC. REVIEWED BY: Michael B. Wheeler, R.C.E. #45358 S SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 R1VERDALE STREET, P.O. BOX 600627, SAN DIEGO, CA. 92160 (619) 280-4321 747 ENTERPRISE STREET, ESCONDIDO, CA. 92025, (619) 746-4544 COMPRESSIVE STRENGTH TEST REPORT FILE NUMBER 9112158 DATE: July 20, 1992 EJ CONCRETE (ASTM C39) PROJECT TITLE St. Tropez West Condominiums EJ MORTAR (UBC 24.22) PROJECT LOCATION 2901 Ocean Street, Carlsbad D GROUT (ASTM C1019) ARCHITECT 91-1190 El PRISMS (ASTM E447) ENGINEER PERMIT No. CONTRACTOR California Builders PLAN FILE No. LOCATION IN STRUCTURE CIP wall - line F Concrete Temperature: 91° MATERIAL SUPPLIER Palomar Transit Mix Air Temperature: 800 ADMIXTURE(S) MIX DESIGNATION C526CWP4 TIME IN MIXER, MINUTES 60 SLUMP, INCHES 4-1/2 SAMPLES FABRICATED BY CJH SAMPLES TESTED BY ORB TRUCK No. 72 TICKET No. 707218 LABORATORY No. 4418 4419 4420 MARK B DATE MADE 07-10-92 DATE RECEIVED 07-11-92 DATE TESTED 07-17-92 08-07-92 08-07-92 DIAMETER, INCHES 6.00 AREA, SQUARE INCHES 28.27 MAXIMUM LOAD, LBS 74,500 105,500 101,250 COMPRESSIVE STRENGTH, PSI 2,640 3,730 3,580 AGE TESTED, DAYS 7 28 28 REQUIRED 28 DAY STRENGTH, PSI 3,000 UNIT WT./CU. FT. (PLASTIC) DISTRIBUTION (4) St. Tropez (1) City of Carlsbad (1) McCarthy Concrete (1) Palomar Transit Mix SOUTHERN CALIFORNIA SOIL & TESTING; INC. REVIEWED BY: Michael 'B.-Wheeler,-R.C.E. #45358 I SOUThERN CALIFORNIA SOIL & TESTING, INC. T 6280 R1VERDALE STREET, P.O. BOX 600627, SAN DIEGO, CA. 92160 (619) 280-4321 (., 747 ENTERPRISE STREET, ESCONDJDO, CA. 92025, (619) 7464544 COMPRESSIVE STRENGTH TEST REPORT FILE NUMBER 9112158 DATE: June 29, 1992 EXJ CONCRETE (ASTM C39) PROJECT TITLE St Tropez West Condominiums E MORTAR (UBC 24-22) PROJECT LOCATION 2901 Ocean Street, Carlsbad El GROUT (ASTM C1019) ARCHITECT Eric Foti adi [3 PRISMS (ASTM E447) ENGINEER PERMIT No. 91-1190 CONTRACTOR California Builders PLAN FILE No. LOCATION IN STRUCTURE Column pads on lower level Concrete Temperature: 85° MATERIAL SUPPLIER Escondido Ready Mix Air Temperature: 76° ADMIXTURE(S) Pozz MIX DESIGNATION 6896P TIME IN MIXER, MINUTES 70 SLUMP, INCHES 4-3/4 SAMPLES FABRICATED BY SC SAMPLES TESTED BY DRB TRUCK No. 487 TICKET No. 1334550 LABORATORY No. 3867 3868 3839 3870 MARK DATE MADE 06-19-92 Discarded DATE RECEIVED 06-20-92 DATE TESTED 06-26-92 07-17-92 07-17-92 DIAMETER. INCHES 6.00 AREA, SQUARE INCHES 28.27 MAXIMUM LOAD, LBS 118,250 158,500 157,500 COMPRESSIVE STRENGTH, PSI 4,180 5,610 5,570 AGE TESTED, DAYS 7 28 28 REQUIRED 28 DAY STRENGTH, PSI 5,000 UNIT WT./CU. FT. (PLASTIC) DISTRIBUTION (4) St. Tropez (1) City of Carlsbad (1) McCarthy Concrete (1) Escondido Ready Mix SOUTHERN CALIFORNIA SOIL & TESTING; INC. REVIEWED BY: Michael B. Wheeler, R.C.E. #45358 SOU1'IIERN CALIFORNIA SOIL & TESTING, INC. 6280 RIVERDALE STREET, P.O. BOX 600627, SAN DIEGO, CA. 92160 (619) 2804321 747 ENTERPRISE STREET, ESCONDIDO, CA. 92025, (619) 7464544 COMPRESSIVE STRENGTH TEST REPORT FILE NUMBER 9112158 DATE: May 20, 1992 CONCRETE (ASTM C39) PROJECT TITLE St. Tropez West Condos E MORTAR (UBC 24-22) PROJECT LOCATION 2901 Ocean St., Carlsbad D GROUT (ASTM C1O19) ARCHITECT Eric Foti adi 1142 E PRISMS (ASTM E447) ENGINEER PERMIT No. CONTRACTOR California Builders PLAN FILE No. LOCATION IN STRUCTURE Column footing - garage level G.3-4 MATERIAL SUPPLIER Escondido Ready Mix ADMIXTURE(S) MIX DESIGNATION 265P Concrete Temperature: 82° TIME IN MIXER, MINUTES 90 Air Temperature: 84° SLUMP, INCHES 4 SAMPLES FABRICATED BY MS SAMPLES TESTED BY ORB TRUCK No. 526 TICKET No. 227115 LABORATORY No. 2471 2472 2473 2474 MARK DATE MADE 051292 Discarded DATE RECEIVED 05-13-92 DATE TESTED 05-19-92 06-09-92 06-09-92 DIAMETER, INCHES 6.00 AREA, SQUARE INCHES 28.27 MAXIMUM LOAD, LBS 95,000 129,250 130,750 COMPRESSIVE STRENGTH, PSI 3,360 4,570 4,630 AGE TESTED. DAYS 7 28 28 REQUIRED 28 DAY STRENGTH, PSI 3,000 UNIT WT./CU. FT. (PLASTIC) - DISTRIBUTION (4) (1) (1) (1) St. Tropez City of Carlsbad McCarthy Concrete Escondido Ready Mix SOUTHERN CALIFORNIA SOIL & TESTING, INC. REVIEWED Michael B. Wheeler, R.C.E. #45358 WYMAN TESTING LABORATORIES k San Diego. CA 921 27. 1-800-487-0355 15910 Bernardo Center. Ur. REPORT OF COMPRESSION TEST PROJECT ST. TROPEZ WEST PROJECT NO. 92-122 PROJECT ADDRESS 2901OCEAN. STREET,CARLSBAD,CALIFORNIA CONTRACTOR CALIFORNIA BUILDERS ARCHITECT/ENGINEER ERIC FOTAIDI TO BE. BILLED CALIFORNIA BUILDERS BLDG. PERMIT NO. PLAN FILE NO._______________ SAMPLE DATA REPORT OF — CONCRETE MORTAR L_J GROUT LJ OTHER SUPPLIER PALOMAR PLACEMENT DATE 10-03-92 MIX DESCRIPTION 5.6 TICKET NUMBER 721742 MIX NUMBER C526CWP4 TIME IN MIXER27MIN SLUMP 3334" ADMIXTURE N/A TYPE CEMENT II AIR CONTENT N/A UNIT WEIGHT N/A DESIGN STRENGTH 3000 LOCATION OF PLACEMENT 13" THICK STRUCTL GARAGE S.O.L3@G.52NDTOPPASS@10" SPECIAL TEST INSTRUCTIONS OR REMARKS_________________________________ REQUIRED STRENGTH(f 'C) SAMPLES MADE BY LABORATORY DATA COMPRESSIVE FIELD LAB DATE DIMENSIONS TEST AREA MAX LOAD STRENGTH IDENTITY NO. TESTED INCHES 50. INCHES POUNDS PSI 9 1 10-12-92 6 X 12 28.27 811,000 2860 30 2 11-02-92 6 X 12 28.27 117,000 4140. 30 3 11-02-92 6 X 12 28.27 115,500 4080 LABORATORY DATA REMARKS DISTRIBUTION: OWNER, CONTRACTOR, ENGINEER, ARCHITECT, CITY All Sampling And Testing Conducted in Accordance With = _149z~r~ ASTM Standard Designations DATE: /,__Q C31-691.C39-801 C78-75, C617-76 3000 PSI AT28DAYS RUSSELLTAYLORDATE RECEIVED IN LAB 10-05-92 EIB 15910 Bernardo Center Dr. San Diego, CA 92127 WE 1-800-487-0355 .. WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST PROJECT ST. TROPEZ WEST PROJECT NO. 92-122 PROJECT ADDRESS 2901OCEANSTREET,CARLSBAD,CALIFORNIA CONTRACTOR CALIFORNIA BUILDERS ARCHITECT/ENGINEER ERIC FOTAIDI TO BE BILLED CALIFORNIABUILDERS BLDG. PERMIT NO. • PLAN FILE NO. SAMPLE DATA REPORT OF — CONCRETE L_J MORTAR I I GROUT LJ OTHER SUPPLIER PALOMAR PLACEMENT DATE 10-03-92 MIX DESCRIPTION 5.6 TICKET NUMBER 721713 MIX NUMBER C526CWP4 TIME IN MIXER 47 MIN SLUMP 5 1/4" ADMIXTURE N/A TYPE CEMENT II AIR CONTENT _N/A UNIT WEIGHT N/A DESIGN STRENGTH 3000 LOCATION OF PLACEMENT13" THICK STRUCTL GARAGE S.O.L F.8@5.4 2ND TOP PASS 10" SPECIAL TEST INSTRUCTIONS OR REMARKS REQUIRED STRENGTH(f'c) 3000 PSI AT 28DAYS SAMPLES MADE BY •• RUSSELL TAYLOR DATE RECEIVED IN LAB10-05-92 LABORATORY DATA COMPRESSIVE FIELD LAB DATE DIMENSIONS TEST AREA MAX LOAD STRENGTH TflPNPTPY NO. TESTED INCHES SO. INCHES POUNDS PSI 9 5 10-12-92 6 X 12 28.27 73,000 2580 30 6 11-02-92 6 X 12 28.27 108,000 3820 30 7 11-02-92 6 X 12 28.27 109,500 3870 LABORATORY DATA REMARKS DISTRIBUTION: OWNER, CONTRACTOR, ENGINEER, ARCHITECT, CITY All. Sampling And. Testing R=EV D BY: Conducted in Accordance With ASTM Standard Designations DATE: C31-69,C39-80, C78-75-C617-76 .............,. . . ,.. . . :. :• .. •,.qr.... .........................r.t •...t ........"-t- S. 1¼ ..... •. . .1. %I1I ........................ • - 1 .•. .. 'p •. • . . I'. Wyn an Testing wlik "', E . .rn 1-800-487-0355 COVERING WORK PERFORMED DREINFORCED CONCRETE OSTRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY OPRE-STRESSED CONCRETE P REINFORCED GYPSUM DGLUE-LAM.FABRICATION THE SPECIAL INSPECTOR OF 0 REINFORCED MASONRY 1 0PILEDRIVING DOTHER JOB ADDRESS 2901 Ocean St. Carlsbad NO. 92-122. FOR WEEK lENDING 10-9 ' 92 OWNER OR PROJECT NAME St. Tropaz West BLDG. PERMIT NO. 911350 IPLAN FILE NO. CONTR. MATL ITYPE.GRAOE ETC.) Rein Concrete - structural slab ARCH.ITECT Eric .Fotaidi & Assoc. DESIGN STRENGTH f'c 3000 psi SOURCE OR MFGR. Palomar Transit Mix ENGI4EER Eric Fotaidi & Assoc. DESCRIBE MATL. )MI?C DESIGN. RE-BAR GRADE & MFGI.) Mix design #C526 CWP4 with admix GENER4LCONT)ACTOR. California Builders - WRDA-79 5.6 sack; Rein steel ASTM CONTR. DOING REPORTED WORK McCarthy Concrete A-615, Grade 60 and 40 LAB RECEIVING & TSTING CONSTR. MATL SAMPLES Wyman Testing Laboratory CONCRETE INSPECTION 10-3 Inspected reinforcing steel for size, grade,. lap, .locations, and clearances. Verified member dimensions with inpiace formwork. Checked locations of embedded items and sleeves on report .of 9-30-92. Note: Engineer, Eric Fotaidi, submitted a letter. which altered the. approved drawings and therefore did not require the #5 rebar at 13". 'on center each way at top mat per conversation with Charles Rowe (General Contractor). . Inspected the placement and consolidation of 198 cubic yards of concrete, mix design #C526CWP4 in the fol-lowing locations: 13" thick structural garage slab and curbs at street level between line 1 thru 7 from F thru K. One set of 4 test cylinders taken from line F.8 at 5.4 at 2nd top pass at approximately 10" thick. Slump test results 5 1/4" at'pump. Set #1,. Concrete supplied by Palomar Transit Mix. Ticket #721713, truck #105. . One set of 4 test cylinders taken, from on line 3 at G.5 at 2nd top pass at approximately 10" thick. Slump test' results 3 3/4" at pump -- Set #2. Concrete supplied by Palomar Transit Mix. Ticket #721742, truck #62. Work inspected is in accordance with the approved drawings and the UBC. . CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS. & APPLICABLE SECTIONS.' SIGNATURE OFGISTEREO INSPECTOR J40392.. _________ DATE OF REPORT REGISTER NUMBER Wyman Laboratorid- 1-800-487-0355 COVERING WORK PERFORMED DREINFORCED CONCRETE 'DSTRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY OPRE-STRESSED CONCRETE- 0 REINFORCED GYPSUM DGLUE-LAM.FABRICATION THE SPECIAL INSPECTOR OF Cl REINFORCED MASONRY DPILE DRIVING DOTHER JOB ADDRESS 2901 Ocean St. Carlsbad NO. 92-122. FOR WEEK ENDING 109 19 92 OWNER OR PROJECT NAME St. Tropaz West BLDG PERMIT NO. 911350 I PAN FILE NO. CpNS.TR. MJ.TL (TVPE,GRAOE ETC.) ein Concrete - Structural slab AflCHJTECI. ric Fotaldi & Assoc. DESIGN STRENGTH f'c 3000 psi SOURCE OR MFGR. Palomar Transit Mix E GIIEER ric Fotaidi•& Assoc. DECRIB MATL. )MI2gSJN R-QAR GRADE & MFGR.) Mix aesign *L2bLWP' . GE_.NE.R(LCONTACTOR. caiitornia Builders Rein, steel ASTM A-615, Grade 60 CONTR. DOING REPORTED WORK McCarthy Concrete LAB RECEIVING & TSTING CONSTR. MATL. SAMPLES Wyman Testing Laboratory - ACCIDENT REPORT 10-3 To Whom It May. Concern: . On Saturday at approximately 11:50 am, while pouring the 13" thick structural garage slab, Charles Rowe (.with California Builders, P.O. Box 142, Carlsbad, CA 92008) was adjusting anchor bolts in curb-wall from outside of pour area, on the plywood form which extended only a short distance beyond the edge of pour area at southwest corner, outside of line 1 at F, and fell approximately 25 feet to lower ground level and was. seriously injured. . I did not see th accident happen but workmen with .McCarthy Concrete, who were placing concrete in that area said he stepped back and fell backwards to the No .safety rail was ground. inpiace at that time-. 911 was called immediately and the ambulance arrived within a few minutes. Blankets were obtained from the motel across the street and Charlie was covered to help. prevent shock. Paramedics said he had a broken arm and a critical head injury. I later heard that he was D.O.A. at the hospital. . . . 3? •.. • . • - CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I.HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS, & APPLICABLE SECTIONS. SIGNATURE OF G 4 RE 92/ U N SPECTOR DATE OF REPORT REGISTER NUMBER UE Wyman Testing Laboratories 1-800-487-0355 COVERING WORK PERFORMED DREINFORCED CONCRETE OSTRUCT. STEEL ASSEMBLY' WHICH REQUIRED APPROVAL BY DPR E.STRESSED CONCRETE 0 REINFORCED GYPSUM DGLUE-LAM.FABRICATION THE SPECIAL INSPECTOR OF 0 REINFORCED MASONRY DPILE DRIVING DOTHER JOB ADDRESS 2901 Ocean St. Carlsbad NO. 92-122 'FOR WEEK frN0II 102 ig 92 OWNER OR PROJECT NAME St. Tropaz West BLDG PERMIT NO. 911350 I IPLAN FILE NO. Steel Verification otaidi & Asspc. DESIGN STRENGTH fl 3000 psi SOURCE OR MFGR. J.L. Davidson Steel END I1EE' EricFotaidi & Assoc. DESCRIBE MTL. IIX DEJGN. RE-6R_GRApE & 1FGR.) Rein. bteei. ASIM A-bib, rae 00 & 40 GENLCONTACTOR. Cajirornia Builders • CONTR. DOING REPORTED WORK McCarthy Concrete LAB RECEIVING & TESTING CQNSTR. MATL SAMPLES Wyman Testing Laboratory REINFORCING STEEL VERIFICATION 9-30 Inspected the reinforcing steel installation for garage structural slab - 13" thick with dual mat reinforcing steel per details noted on foundation plan (garage) on sheet S-2, details 1 and 2 (A thru J) on sheet S-4 and general notes on sheet S-3. Inspected reinforcing steel for size, grade, lap, locations and clearance. Verified member dimensions with inpiace formwork. Checked locations .of embedded items and sleeves. Note: Both the Carlsbad Building Department official and myself questioned the engineer, Eric Fotaidi, about the #5 bars at 13" on center each way at top mat which are shown on drawings as typical on sheet S-2 and detail 1 - typical slab section - on sheet S-4, which are not installed. Engineer says that they are not required (but where not otherwise noted) and says he will submit a letter to alter the drawings. All other discrepancies where corrected. Work inspected is in accordance with the approved drawings and the UBC with the exception of noted #5 bars 'at 13" on center each way typical. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS SPEçIFIcATIoNS.& APPLICABLE SECTIONS. AZ-4- M-- INSPECTOR DATE OF REPORT REGISTER NUMBER UE Wyman Testing Laboratories 1-800-487-0355 COVERING WORK PERFORMED DREINFORCED CONCRETE DSTRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY DPRE.STRESSED CONCRETE 0 REINFORCED GYPSUM. DGLUE-LAM.FABRICATION THE SPECIAL INSPECTOR OF 0 REINFORCED MASONRY DPILE DRIVING I-DOTHER JOB ADDRESS 2901 Ocean St. Carlsbad NO. 92-122 FOR WEEK ENDING 10-2 1992 OWNER OR PROJECT NAME . . St. Tropaz West . BLDG. PERMIT NO. 911350 'I LAN FI IP LE NO. cNSTR.MLTTYP.GRADETC) Steel Verification ARC HIYEeinic ctidi & Assoc. DESIGN STRENGTH fl c 3000 psi SOURCE OR MFR JJ.L. Davidson Steel GIREE . ric'otaidi & Assoc.' DESCRIBE MTL. IIX DESIGN. RE-GRAE & 4FG9I Rein. steel ASTM A-bib, raae bU & 40 GENcRA.CONTPACTOR. Ca.Litornia Builders • CONTR. DOLNG REPORTED.WORKs Mccarthy Concrete LAB RECEIVING & TESTING CONSTR. MATL SAMPLES Wyman Testing Laboratory REINFORCING STEEL VERIFICATION 9-29 Note: McCarthy Concrete is still in the process. of making necessary. corrections to reinforcing steel as noted on report of 9-22-92. General contractor, Charles Rowe, was not satisfied with the ironworkers performance and he . requested that the ironworkers leave the jobsite. General contractor will re-schedule for the follow-up reinforcing steel inspection after necessary, corrections are made. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS& APPLICABLE SECTIONS.- SIGNATURE OF REG "REYSPECTOR DATE OF REP IT REGISTER NtI BER Wyman Testing Laboratories 1-800-487-0355 COVERING WORK PERFORMED DREINFORCED CONCRETE DSTRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY DPRE-STRESSED CONCRETE DREINFORCED GYPSUM DGLUE-LAM.FABRICATION THE SPECIAL INSPECTOR OF 0 REINFORCED MASONRY DPILE DRIVING DOTHER JOB ADDRESS 2901 Ocean Street - Carlsbad NO9_ TFOR WEEK lENDING 9-25 92 OWNER OR PROJECT NAME St. Tropez West Condominiums B LOG. PERMIT NO. 911350 I IPLAN FILE NO. CON5TR MATL (TYPE.GRAOE.ETC.) Reinforced Concrete & Steel Verify ARCWTECT • • Eric Fotiadi & Assoc. DESIGN STRENGTH f'c 3000 PSI SOURCE OR MFGR. JL Davidson Steel ENGINEER Eric Fotiadi & Assoc. DESCRIBE MATL..IMIX DESIGN, RE-BAR GRADE &.MFGR.) Reinforced Steel ASTMA-615 Grade 60,40 GENER.AL CONTRACTOR California Builders • CONTR. DOING REPORTED WORK McCarthy Concrete LAB RECEIVING & TESTING CONSTR. MAT%.. SAMPLES Wyman Testing Laboratories UNSCHEDULED CANCELLATION 9-24 . Reported to. project site for scheduled .reinfor.ced steel verification inspection. Due to conditions outside our control - ironworkers did not finish. yesterday and did not show-up at job site, scheduled work was canceled without notice. No.inspections were performed. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED I HAVE FOUND THIS SPECTOR WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS. &. APPLICABLE SECTIONS. DATE OF REPORT REGISTER NUMBER Wyman . Testing Laboratories -800-487-0355 COVERING WORK PERFORMED DREINFORCED CONCRETE DSTRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY DPRE-STRESSED CONCRETE DREINFORCED GYPSUM DGLUE-LAM.FABRICATION THE SPECIAL INSPECTOR OF 0 REINFORCED MASONRY DPILE DRIVING DOTHER JOB ADDRESS . 2901 Ocean Street - Carlsbad N092_122 FOR WEEK ENDING 9-25 - 1992 OWNER OR PROJECT NAME St. Tropez West. Condominiums . 01.0G. PERMIT NO. 911350 IPLAN FILE NO. CONTR. MATL. (TYPE.GRAOE.ETC.) Reinforced Concrete & Steel Verify ARCHITECT Eric Fotiadi & Assoc. DESIGN STRENGTH f'c 3000 PSI ISOURCE OR MFGR. I JL Davidson Steel ENGINEER Eric Fotiadi Assoc. DESCRIBE MATL. IMIX DESIGN. RE-BAR GRADE & MFGR.) Reinforced Steel ASTM A-615 Grade 60,40 GENERAL CONTRACTOR California Builders CONTR. DOING REPORTED WORK McCarthy Concrete LAO RECEIVING & TESTING CONSTR. MATL. SAMPLES Wyman Testing Laboratories 9-23 Met with engineer, Eric Fotiadi to discuss disOrepancies which were noted on 9-22. Discussed added #5 bars (not on drawings) which were added by engineering at column head at 4 at G.3. . . 12 #5 bars between 1.5 - 2.1 from G.3 - F.6 are the correct length (151 6long) and not short .1' as noted on report on 9722. Engineer wants'8•' lap splice on #7.add bars on line 2.7 from F-G.3 and the second #7 add bar to be full length. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS I SP CTO R WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS. & APPLICABLE SECTIONS. DATE OF REPORT REGISTER NUMBER Wyman Testing Laboratories 1-800-487-0355 COVERING WORK PERFORMED DREINFORCED CONCRETE OSTRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY OPRE-STRESSED CONCRETE DREINFORCED GYPSUM DGLUE.LAM.FABRICATION THE SPECIAL INSPECTOR OF 0 REINFORCED MASONRY DPILE DRIVING DOTHER JOB ADDRESS 2901 Ocean Street - Carlsbad N092_122 IFOR WEEK lENDING 9-25 1992 OWNER OR PROJECT NAME St. Tropez West Condominiums BLDG. PERMIT NO. 911350 (PLAN FILE NO. CONTR. MATL (TYPE,GRAoE.ETc.) Reinforced Concrete & Steel Verify ARCHITECT Eric Fotiadi & Assoc. DESIGN STRENGTH f'c 3000 PSI (SOURCE OR MFGR. IJL Davidson Steel ENGINEER Eric Fotiadi & Assoc. DESCRIBE MATL. (MIX DESIGN. RE-BAR GRADE & MFGR.) Reinforced Steel ASTM A-615 Grade 60,40 GENERAL CONTRACTOR California Builders CONTR. DOING REPORTED WORK McCarthy Concrete LAB RECEIVING & TESTING CONSTR. MATL SAMPLES Wyman Testing Laboratories CONCRETE INSPECTION 9-22 Inspeãted the reinforcing steel installation for garage slab 13" thick with duel mat reinforced steel per details noted on sheet foundation plan garage on sheet S-2, detail 1 and .2 A-J on sheet S-4 and general notes on sheet S-3 of approved drawings. Inspected reinforcing steel for size, grade, lap, locations, and clearances. Verified member dimensions with .inplace formwork. Checked locationso.f embedded items and sleeves. NOTE: Lower mat discrepancies- 4 #5 bars are 6" short at F at 2.7. 5 #5 bars are short at F at 3.8. 2 #5 bars are missing at F from 6 through 6.8. 4 #6 bars (top of bottom mat) missing at G.2 from 5.3 - 6.5. 3 #5 bars (top of bottom mat) missing between G.2-K from 5.2 - 6.5. #5 bars are not properly spaced (at 13" on center) at bottom mat at 2.8 from K - G.3. NOTE: Upper mat discrepancies- 1 #5 bar is missing and not properly spaced (top bar. at tap mat) between 5.3 through 5.5. #5 bars missing (top mat) between 1.5.- 6.5 from F - K. 8 #5 bars missing (top of upper mat) from F.2 - F.6 between 7-6. #5 bars with tails are not properly spaceiI on line 6.5 from F.6 -.K. #5 bars are 141 6" long and should be 151 6" long .between 1.5 - 2.1 from G.3 - F.6 (should be spliced to continue to column head). Work inspected is in accordance with the approved drawings and the U.B.C. with the exception of noted discrepancies. NOTE: Initial inspection was not completed this day.- work still ongoing. Follow-up report is required. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS,& APPLICABLE SECTIONS. 4$ ____ SIGNATURE OF R$1!ISTERED INSPECTOR DATE OF REPORT REGISTER NUMBER "WE" Wyman Testing Laboratories 1-800-487-0355 COVE ING1WORK PERFORMED DREINFORCED CONCRETE DSTRUCT. STEEL ASSEMBLY . WHIC* REUIRED APPROVAL BY DPRE.STRESSED CONCRETE DREINFORCED GYPSUM DGLUE.LAM.FABRICATION THE Si'ECIIL INSPECTOR OF DREINFORCED MASONRY OPILE DRIVING DOTHER JOB ADDRESS I . . 2901 Ocean Street - Carlsbad . I NO. 92-122 'FOR WEEK lENDING 9-18 .1992 OWNER OR PROJECT NAME St Tropez West Condominiums BLDG. PERMIT NO. 91-1190 IPLAN FILE NO. I COf15.TR. MAIL ITVPE.GRAOE.ETC.I TECI . . . ACHI i r.ic .otadi DESIGN STRENGTH . SOURCE OR MFGR. I R E _OINEE ric otiadi DESCRIBE MATL (MIX DESIGN, RE-BAR GRADE & MFGR.) Structural Steel . GENRL CONTPACTOR. CaJ.itornia Bui.lders . CONTR. DOING REPORTED WORK Larson Steel • LAB RECEIVING& TESTING CONSTR. MATL SAMPLES Wyman Testing Laboratory WELDING INSPECTION 9-1 . . . . Certified welders were observed fqr proper welding rocedures and techniques. I I •. Completed welds were inspected for size, length, location and unless otherwise, noted are free of visible. defects and in ccr.dance with approved and revised stamped' drawings and ipe if ications. .. . . . CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTE WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS, & APPLICAB ESECTIONS. /./SIGNA1UR OF REVISTERED.INSPECTOR 5P Z- DATE OF REPORT REGISTER NUMBER. Ir Wyman Testing -800-487-0355 Laboratories COVE'RIN( WORK PERFORMED DREINFORCED CONCRETE OSTRUCT. STEEL ASSEMBLY WHIC.I RE IRED APPROVAL BY OPRE-STRESSED CONCRETE DREINFORCED GYPSUM DGLUE-LAM FABRICATION THE PECI L INSPECTOR OF 0 REINFORCED MASONRY DPILE DRIVING DOTHEI JOB ADDRESS 290110 an Street - Carlsbad NO. 92-122 FOR WEEK ENDING 9-18 1992 OWNER OR PU St Trop IJECT NAME z West Condominiums BLDG. PERMIT NO. 91-1190 IPLAN FILE NO. CONSTR.MAT A36 L(TYPE.GRADE.ETC.) 0 ARCHITEC.] . Eric rotiadi DESIGN TRE GTH ISOURCE OR MFGR. I ENGINEER . . Eric Fotiadi DESCRIBE MA Structu L (MIX DESIGN. RE-BAR GRADE & MFGR.) al Steel GENERAL CONTpACTOR Calitornia Builders - CONTR. DOING REPORTED WORK Larson Steel - LAB RECEIVING & TESTING CONSTR. MATL. SAMPLES Wyman Testing Laboratory WELDING INSPECTION 9-1 Visually inspected the fillet welding of. connection plate àon ections in the following locations: Gridline D.7 at 2.1 and gridline D.7 at 5. Visually inspected the fillet welding of cap plate and shim la e connections in the following locations: 1 Gridline D.7 at3 top of tube steel column. I Gridline D.7 at 5.9 top of tube steel column, •roof beam ai ed 12 inches. . Visually inspected the fillet weldinç of glue lam beam ad les on above roof beams. CERTIFICATION OF COMPLIANCE I HEREBY CER1IFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WO9K, UNLESS OTHERWISE NOTED I HAVE FOUND THIS. WORK TO COMP WITH THE APPROVED PLANS SPECIFICATIONS,& APPLICABLE SE TIONS. SIGNATURE OF REGIST D INSPECTOR DATE OF REPORT REGISTER NUMBER Wyman• Testing• 1-800-487-0355' Laboratories IN WORK PERFORMED DREINFORCED CONCRETE OSTRUCT. STEEL ASSEMBLY WHICHREUIRED APPROVAL BY OPRE-STRESSED CONCRETE. 0 REINFORCED GYPSUM. DGLUE-LAM.FABRICATION ECIL PrO;A INSPECTOR OF DREINFORCED MASONRY DPILE DRIVING DOTHER ES 0cean . . Street - Carlsbad .FOR NO..92_122 WEEK ENDING 9-18 . '992 OWNER OR PROJECT St Tropez NAME "' West Condominiums BLDG. PERMIT NO. 91-1190 IPLAN FILE NO. CO%TR MAT1L A.sb I (TYPE.GRADE.ETC.)' . . . . .. ARCH ITEC.T Eric.otiadi' DESIGN STRENGTH SOURCE OR MFGR. I I . ENGINEER Eric Fotiadi DESCRIBE MA "L (MI,C DESIN RE-BAR GRADE & MFGR.3 Structu al steei . . GENR CONTPACTOR. Caiirornia.'Builders CONTR. DOING REPORTED WORK Larson Steel - . . . LAB RECEIVING & TESTING CONSTR. MATL SAMPLES Wyman Testing Laboratory WELDING INPECTION -15 ,. . . . Visually inspected the full penetration, welding of tube tel connections in the following locations: . Grid line A.3 at 2.4 to 3.6.. Grid line B.3 at 4.4 to 5.6. Visually inspected the full penetration welding of, on ection plate connections in the following locations: Extra connection plate added to exist ing ,plates in the , ol owing:. .. ..' . Gridline B.3 at 4.4 to 5.6. . . . Received changes' from engineer "AM" in' progress after. 'ec iving papers.. . . Change also on floor beams on gridline D.7 from 2.1 to 3-and .7 from 5. to 5.9. ' Also added glue lai beam saddles on centerline of A..3 and .3 - gridlines to match.'. . ' .. . . CERTIFICATION OF COMPLIANCE I HEREBY CER IFY THAT I HAVE INSPECTED ALL OF THE ABOVE. REPORTED WO K. UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COM LV WITH THE APPROVED PLANS SPECIFICATIONS. & APPLICAB ESE TIONS. SIGNAfrURE OFREGISTERED INSPECTOR 9,'5 Vei Wyman Testing Laboratories 800-487-0355 OV RINd WORK PERFORMED DREINFORCED CONCRETE DSTRUCT. STEEL ASSEMBLY HIC REkIUIRED APPROVAL BY DPRE.STRESSED CONCRETE DREINFORCED GYPSUM DGLUE-LAM.FABRICATIÔN HE PECIL INSPECTOR OF 0 REINFORCED MASONRY OPILE DRIVING DOTHER JOB 2 AD 01 RE Ocan I Street - Carlsbad NO. 92122 FOR WEEK ENDING 9-18 '992 OW St HER T R POJECT NAME I opez West Condominiums BLDG. PERMIT NO. 91-1190 I IPLAN FILE NO. CO A 'b TR MATI. (TYPE.GRAOE.ETC.) I . ARCIITEC Eric iotiadi OEIGN I TRI4IGTH I ISOURCE OR MFGR. I jIGI1EER . ric Fotiadi. OESCRIF Stru EMAT'L tural (MIX DESI.N• RE-BAR GRADE & MFGR.) Steel GENRAJ CONT•RACTOR Caj.irornia•Builders CONTR. DOING REPORTED WORK Larson Steel • ___________________________________ LAB RECEIVING A TESTING CONSTR. MATL SAMPLES WymanTestingLaboratory WELDING INSPECTION Certified welders were observed for proper welding procedures and techniques. Completed welds were inspected for siz&, length, location, and unless otherwise noted 'are free of visible defects and in accordance with the approved drawings and specifications. I. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE AFPROVED PLANS SPECIFICATIONS.& APPLICABLE SECTIONS.- 4Y0 SIGNATURE OF REGISTERED INSPECTOR 4/9f/ DATE OF JEPORT REGISTER NUMBER SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 RIVERDALE STREET, P.O. BOX 600627, SAN DIEGO, CA. 92160 (619) 2804321 747 ENTERPRISE STREET, ESCONDIDO, CA. 92025, (619) 746-4544 COMPRESSIVE STRENGTH TEST REPORT FILE NUMBER 9112158 DATE: May 26, 1992 0 CONCRETE (ASTM C391 PROJECT TITLE St Tropez 0 MORTAR (UBC 24-22) PROJECT LOCATION 2901 Ocean Street, Carlsbad D GROUT(ASTM C1019) ARCHITECT J No. 1142 PERMIT PRISMS (ASTM E447) 13 ENGINEER CONTRACTOR California Builders PLAN FILE No. LOCATION IN STRUCTURE Wall - sect 2-2 and 3-3 MATERIAL SUPPLIER Escondido Ready Mix ADMIXTURE(S) Pozz MIX DESIGNATION 67? TIME IN MIXER, MINUTES 120 SLUMP. INCHES SAMPLES FABRICATED BY E. Ripley SAMPLES TESTED BY ORB TRUCK No. 525 TICKET No. 226673 - LABORATORY No. MARK 2028 2029 2030 DATE MADE 04-24-92 DATE RECEIVED - 04-27-92 DATE TESTED 05-22-92 05-22-92 05-22-92 DIAMETER, INCHES AREA, SQUARE INCHES 97.70 97.70 97.70 MAXIMUM LOAD, LBS 143,000 135,250 126,500 COMPRESSIVE STRENGTH, PSI 1,420 1,340 1,260 AGE TESTED. DAYS 28 28 28 REQUIRED 28 DAY STRENGTH, PSI 1,500 UNIT WT.ICU. FT. (PLASTIC) DISTRIBUTION (4) St. Tropez (1) City of Carlsbad (1) McCarthy Concrete (1) Escondido Ready Mix SOUTHERN CALIFORNIA SOIL & TESTING, INC. REVI EWED BY- do 4// Michael B. Wheeler, R.C.E. #45358 02 SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 R1VERDALE STREET, P.O. BOX 600627, SAN DIEGO, CA. 92160 (619) 28041321 747 ENTERPRISE STREET, ESCONDIDO, CA. 92025, (619) 746-4544 COMPRESSIVE STRENGTH TEST REPORT FILE NUMBER 9112158 DATE: April 17, 1992 El CONCRETE (ASTM C39) PROJECT TITLE St. Tropez West Condos 0 MORTAR (UBC 24-22) PROJECT LOCATION 2901 Ocean St., Carlsbad 0 GROUT(ASTM C1019) ARCHITECT Eric Fotiadi 1142 0 PRISMS (ASTM E447) ENGINEER PERMIT No. 0 CONTRACTOR Cal i forni a Builders PLAN FILE No. LOCATION IN STRUCTURE Footing N. parking level - underground parking walls MATERIAL SUPPLIER Escondido Ready Mix ADMIXTURE(S) Pozz MIX DESIGNATION 358P/5.8 sack Concrete Temperature: 79° TIME IN MIXER, MINUTES 40 Air Temperature: 74° SLUMP, INCHES 5 SAMPLES FABRICATED BY E. Ripley SAMPLES TESTED BY ORB TRUCK No. 487 TICKET No. 226291 LABORATORY No. 1040 1041 1042 1043 MARK DATE MADE 04-10-92 Discarded DATE RECEIVED 04-11-92 DATE TESTED 04-17-92 05-08-92 05-08-92 DIAMETER, INCHES 6.00 AREA, SQUARE INCHES 28.27 MAXIMUM LOAD, LBS 85,500 113,000 111,000 COMPRESSIVE STRENGTH. PSI 3,020 4,000 3,930 AGE TESTED, DAYS 7 28 28 REQUIRED 28 DAY STRENGTH, PSI 3,000 UNIT WT./CU. FT. (PLASTIC) t DISTRIBUTION (4) (1) (1) (1) St. Tropez City of Carlsbad McCarthy Concrete Escondido Ready Mix SOUTHERN CALIFORNIA SOIL & TESTING, INC. REVIEWED BY: Michal B. Wheeler, R.C.E. #45358 SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 R1VERDALE STREET, P.O. BOX 600627, SAN DIEGO, CA. 92160(619)280-4321 Th 747 ENTERPRISE STREET, ESCONDIDO, CA. 92025, (619) 746-4544 COMPRESSIVE STRENGTH TEST REPORT FILE NUMBER 9112158 DATE: May 20, 1992 El CONCRETE (ASTM C39) PROJECT TITLE St. Tropez West Condos E MORTAR (UBC 24-22) PROJECT LOCATION 2901 Ocean St., Carlsbad 0 GROUT (ASTM C1O19I ARCHITECT Eric Foti adi 1142 El PRISMS (ASTM E447) ENGINEER PERMIT No. El CONTRACTOR California Builders PLAN FILE No. LOCATION IN STRUCTURE Column footing - garage level G.3-4 MATERIAL SUPPLIER Escondido Ready Mix ADMIXTURE(S) MIX DESIGNATION 265P Concrete Temperature: 82° TIME IN MIXER, MINUTES 90 Air Temperature: 84° SLUMP, INCHES 4 SAMPLES FABRICATED BY MS SAMPLES TESTED BY ORB TRUCK No. 526 TICKET No. 227115 LABORATORY No. 2471 2472 2473 2474 MARK DATE MADE 05-12-92 DATE RECEIVED 05-13-92 DATE TESTED 05-19-92 DIAMETER, INCHES 6.00 AREA, SQUARE INCHES 28.27 MAXIMUM LOAD, LBS 95,000 COMPRESSIVE STRENGTH, PSI 3,360 AGE TESTED, DAYS 7 REQUIRED 28 DAY STRENGTH, PSI 3,000 UNIT WT./CU. FT. (PLASTIC) DISTRIBUTION (4) (1) (1) (1) St. Tropez City of Carlsbad McCarthy Concrete Escondido Ready Mix SOUTHERN CALIFORNIA SOIL & TESTING, INC. REVIEWED Michael B. Wheeler, R.C.E. #45358 1 4> SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 RJVERDALE STREET, P.O. BOX 600627, SAN DIEGO, CA. 92160 (619) 2804321 ENTERPRISE STREET, EsCoNDmo, CA. 92025, (619) 746-4544 COMPRESSIVE STRENGTH TEST REPORT FILE NUMBER 9112158 DATE: May 4, 1992 0 CONCRETE (ASTM C39) PROJECT TITLE St. Tropez 0 MORTAR (USC 24-22) PROJECT LOCATION 2901 Ocean Street, Carlsbad CM GROUT(ASTM Cl 019) ARCHITECT Eric Fotiadi 0 PRISMS (ASTM E447) ENGINEER PERMIT No. 1142 0 CONTRACTOR California Builders PLAN FILE No. LOCATION IN STRUCTURE Wall - South Section 2.2 MATERIAL SUPPLIER Superior Ready Ni x ADMIXTURE(S) Pozz MIX DESIGNATION 67P/7 sack TIME IN MIXER, MINUTES 1 hr. 45 min. SLUMP, INCHES SAMPLES FABRICATED BY E. Ripley SAMPLES TESTED BY DRB TRUCK No. 543 TICKET No. 226668 LABORATORY No. 2025 2026 2027 MARK DATE MADE 04-24-92 Discarded DATE RECEIVED 04-29-92 DATE TESTED 05-04-92 05-22-92 DIAMETER, INCHES AREA, SQUARE INCHES 9.69 9.64 MAXIMUM LOAD, LBS• 30,250 38,500 COMPRESSIVE STRENGTH, PSI 3,120 3,990 AGE TESTED, DAYS 10 28 REQUIRED 28 DAY STRENGTH, PSI 2,000 UNIT WT./CU. FT. (PLASTIC) DISTRIBUTION (4) St. Tropez (1) City of Carlsbad (1) McCarthy Concrete SOUTHERN CALIFORNIA SOIL & TESTING, INC. REVIEWED BY: Michael B. Wheeler, R.C.E. #45358 5 SOUTHERN CALIFORNIA SOIL & TESTING, INC. (6280 RIVERDALE STREET, P.O. BOX 600627 SAN DIEGO, Ca. 92160, Phone (619) 280.4321 747 ENTERPRISE STREET, ESCONDIDO. Ca. 92029, Phone (619) 746-4544 FIELD INSPECTOR REPORT PROJECT TITLE St. Tropez West Condominiums SCS&T FILE No. 9112158 I.R. No. 11 (page 1 of 1) PROJECT LOCATION 2901 Ocean St. Carlsbad PERMIT No. 1142 PLAN FILE No. - ARCHITECT Eric Fotiadi AlA & Assoc. ENGINEER -- GENERAL CONTRACTOR California Builders SUBCONTRACTOR California Builders 04/10/92 REINFORCING CONCRETE Time Arrived: 0700 Time Departed: 1430 E. Ripley Reinforcing Steel: 330 Concrete: Mix Design #258P, 3000p5i Work location, footing for following walls. North property Line Wall F to East property Line (56') underground parking structure Retaining Wall North Wall-35' east property Line-82' and South Wall 35'. On Sheet #1, the garage wall return detail for 2- Fl pier footings. According to the contractor one column has been eliminated and the end of wall has been moved. The cause is the mechanical air-shift now required. The 646 vertical dowels for the end of wall were installed. Observed placement by pumping of approximately 106 cubic yards of concrete for the footings listed. The reinforcing was verified as per plan, except as noted, prior to placement of concrete. The concrete was consolidated with mechanical vibration. The initial row of CMU was wet coursed. One set of four test cylinders was fabricated. The work appeared acceptable pending results of the strength test. DISTRIBUTION: (4) St. Tropez: Charles Roe SOUTHERN CALIFORNIA (1) City of Carlsbad SOIL & TESTING, INC. REVIEWED BY SAVED FILE#, REPORT 2158R11 Michael B. Wheeler, R.C.E. #45358 t: E Wyman Testing Laboratories 1-800-487-0355 COVERING WORK PERFORMED DREINFORCED CONCRETE DSTRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY DPRE-STRESSED CONCRETE DREINFORCED GYPSUM DGLUE.LAM.FABRICATION THE SPECIAL INSPECTOR OF DREINFORCED MASONRY DPILE DRIVING DOTHER JOB ADDRESS 2901 Ocean Street Carlsbad NO. 92-122 FOR WEEK ENDING 09-04 ' 92 OWNER OR PROJECT NAME BLDG. PERMIT NO. PLAN FILE NO. St Tropez west. Condominiums 91-1190 CONSTR. MATL (TYPE.GRAOE,ETC.) A36 and A572GR50 ARCHITECT Eric Fotiadi DESIGN STRENGTH 1SOURCE OR MFGR. ENGINEER DESCRIBE MATL. (MIX DESIGN, RE-BAR GRADE & MFGR.) GENERAL CONTRACTOR California Builders CONTR. DOING REPORTED WORK Larson Steel LAB RECEIVING & TESTING CONSTR. MATL SAMPLES Wyman Testing Laboratory ULTRASONIC TESTING 9-03 Performed ultrasonic tests for soundness of full penetration welds of moment connections 'as outlined below: Columns at 3.5, at D.7 and 5 at D.7 top and bottom flanges. Ultrasonic testing at 25% level. Ultrasonic tests were performed in accordance with applicable sections of the AWS, using a "Sonic" scope, 2.25 mhz transducer at 70 degrees shear with 2dbs per inch correction factor. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS,& APPLICABLE SECTIONS. SIGNATURE OF REGISTERED INSPECTOR 7272 Le.'ce2 DATE OF REPORT REGISTER NUMBER Wyman Testing Laboratories 1-800-487-0355 COVERING WORK PERFORMED DREINFORCED CONCRETE OSTRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY DPRE.ST.RESSED CONCRETE DREINFORCED GYPSUM DGLUE-LAM.FABRICATION THE SPECIAL INSPECTOR OF 0 REINFORCED MASONRY OPILE DRIVING DOTHER tDöS Street Carlsbad o4f cean NO.92-122 JE.II 09-04 92 19 BLDG. PERMIT NO. JPLAN FILE NO. CONSTR. MATL (TYPE.GRAOE.ETC.) ARCHITECT DESIGN STRENGTH 1SOURCE OR MFGR. Mt J AS Gjs s embly MT1TbTiT1Vc951 iders -Charlie Rowe WORK SAMPLES WELDING INSPECTION 9-01 ,• Visually inspected the full penetration welding of moment connections in the following locations: Grid line D.7, 3 to 5, Grid line B.3, 4.4 to 5.6 inside connection on tube steel. This is the roof elevation. Certified welders were observed for proper welding procedures and techniques. Completed welds were inspected for size, length, location, and unless otherwise noted are free of visible defects and in accordance with the erection drawings and specifications. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE f REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS SIGNATURE OF REGISTERED INSPECTOR WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS,& 9'_/ -9t.2.- __________________ APPLICABLE SECTIONS. (DATE OF REPORT REGISTER NUMBER Wyman Testing 1-800-487-0355 9 Laboratories COVERING WORK PERFORMED DREINFORCED CONCRETE DSTRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY DPRE-STRESSED CONCRETE DREINFORCED GYPSUM DGLUE-LAM.FABRICATION THE SPECIAL INSPECTOR OF DREINFORCEDMASONRY DPILEORIVING DOTHER JOB ADDRESS 2901 Ocean Street Carlsbad NO.92122 FOR WEEK ENDING 8-7 19 92 OWNER OR PROJECT NAME St Tropez West Condominiums BLDG. PERMIT NO. PLAN FILE NO. CONSTR. MATL (TYPE,GRADE.ETC.) A36 ARCHITECT Eric Fotiadi DESIGN STRENGTH SOURCE OR MFGR. ENGINEER Eric Fotiadi DESCRIBE MATL. (MIX DESIGN, RE-BAR GRADE & MFGR.) GENERAL CONTRACTOR California Builders CONTR. DOING REPORTED WORK Larson Steel LAB RECEIVING & TESTING CONSTR. MAT'L SAMPLES Wyman Testing Laboratory FIELD WELDING - 8-7 Visually inspected the full penetration welding of moment connections in the following locations: 3 to 5-grid lines A to C channel connections, also finished tube connections in same location. Fillet welding on channel on eyebrows off grid line A 1 to 5. Roof elevation is the last welding being required as of this date, they should be ready to resume on or about 8-12 or 8-13 they should notify us. CERTIFICATION C.FCOMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS SIGNATURE OF REGISTERED INSPECTOR WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS, & ___________________ APPLICABLE SECTIONS. 7Tç.'OF REPORT REGISTER NUMBER Wyman Testing Laboratories 1-800-487-0355 COVERING WORK PERFORMED DREINFORCED CONCRETE DSTRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY DPRE.STRESSED CONCRETE DREINFORCED GYPSUM DGLUE.LAM.FABRICATION THE SPECIAL INSPECTOR OF 0 REINFORCED MASONRY OPILE DRIVING DOTHER .108 ADDRESS 2901 Ocean Street Carlsbad O.92_122 FOR WEEK ENDING 8-7 19 92 OWNER OR PROJECT NAME St Tropez West Condominiums. BLDG. PERMIT NO. PLAN FILE NO. CONSTR. MAT'L (TVPE,GRADE,ETC.) A36 ARCHITECT Eric Fotiadi DESIGN STRENGTH SOURCE OR MFGR. ENGINEER Eric Fotiadi DESCRIBE MAT'L. (MIX DESIGN, RE-BAR GRADE & MFGR.) GENERAL CONTRACTOR California Builders 211 Electrode CONTR. DOING REPORTED WORK Larson Steel LAB RECEIVING & TESTING CONSTR. MAT'L SAMPLES Wyman Testing Laboratory FIELD WELDING 8-6 Visually inspected the full penetration welding of channel to tube connections and channel to tube column connections in the following locations and moment connections in the following locations: moment grid line D.7, 3 to 5; moment grid line A to C on 1 to 4; moment grid line A andC at 2.5; moment grid line B.5 at 3.9; moment grid line B.5 at 4.2; and moment grid line B5.8 between 5 and 6; tube connections: Grid line B.5, A5.5; grid line 45 Certified welders were observed for proper welding procedures and techniques completed welds were inspected for size, length, location and unless otherwise noted are free of visible defects and in accordance with the approved erection plans. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS,& APPLICABLE SECTIONS. 7, SIGNATURE OF REGISTER 1;,P INSPECTOR DATEOF REPORT REGISTER NUMBER FM Wyman aim: Testing 1-800-487-0355 Laboratories COVERING WORK PERFORMED DREINFORCED CONCRETE EJSTRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY OPRE-STRESSED CONCRETE DREINFORCED GYPSUM DGLUE-LAM.FABRICATION THE SPECIAL INSPECTOR OF 0 REINFORCED MASONRY DPILE DRIVING DOTHER JOB ADDRESS 2901 Ocean Street Carlsbad NO.92_122 FOR WEEK ENDING 8-7 19 92 OWNER OR PROJECT NAME St Tropez West Condominiums BLDG. PERMIT NO. 91-1190 PLAN FILE NO. CONSTR. MATL (TYPE.GRADE.ETC.) A36 A500 ARC14ITECT Eric Fotiadj. DESIGN STRENGTH SOURCE OR MFGR. ENGINEER Eric Fotiadi DESCRIBE MATL. IMIX DESIGN, RE-BAR GRADE & MFGR.) GENEFAL CONTRACTOR California Builders CONTR. DOING REPORTED WORK Larson Steel LAB RECEIVING & TESTING CONSTR. MAT'L SAMPLES Wyman Testing Laboratory ULTRASONIC TESTING 8-6 Performed ultrasonic tests for soundness of full penetration welds as outlined below: Column connections grid line D.7, 3 to 5. Ultrasonic tests were performed in accordance with applicable sections of the AWS, using a "Sonic" scope, 2.25 mhz transducer at 70 degrees shear with 2dbs per. inch correction factor. CERTIFICATION OF COMPLIANCE . I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE' REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS SIGNATURE OF REGISTER E INSPECTOR WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS,& . . ___________________ APPLICABLE SECTIONS. . bAT OF REPORT REGISTER NUMBER Wyman Testing Laboratories 1-800-487-0355 COVERING WORK PERFORMED DREINFORCED CONCRETE DSTRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY OPRE-STRESSED CONCRETE DREINFORCED GYPSUM DGLUE-LAM.FABRICATION THE SPECIAL INSPECTOR OF DREINFORCEDMASONRY DPILEDRIVING DOTHER - JOB ADDRESS 2901 Ocean Street Carlsbad NO.92 .122 FOR WEEK ENDING 8-7 - 19 92 OWNER OR PROJECT NAME St Tropez West Condominiums BLDG. PERMIT NO. PLAN FILE NO. CONSTR. MATL (TVPE,GRADE.ETC.) A36 ARCHITECT Eric Fotiadi DESIGN STRENGTH SOURCE OR MFGR. ENGINEER Eric Fotiadi DESCRIBE MATL. (MIX DESIGN, RE-BAR GRADE & MFGR.) GENERAL CONTRACTOR California Builders CONTR. DOING REPORTED WORK Larson Steel LAB RECEIVING & TESTING CONSTR. MATL SAMPLES Wyman Testing Laboratory ULTRASONIC TESTING 8-7 - Performed ultrasonic tests for soundness of full penetration welds of moment connections as outlined below: Moment connections 4th floor grid line D.7, 3 to 5. Ultrasonic tests were performed in accordance with applicable sections of the AWS, using a "Sonic" scope,. 2.25 mhz transducer at 70 degrees shear with 2dbs per inch correction factor. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS SI NATURE OF REGISTERED INSPECTOR WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS,& APPLICABLE SECTIONS. DATE OF REPORT REGISTER NUMBER Wyman Testing Laboratories 1-800-487-0355 COVERING WORK PERFORMED DREINFORCED CONCRETE DSTRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY DPRE.STRESSED CONCRETE DREINFORCED GYPSUM DGLUE.LAM.FABRICATION THE SPECIAL INSPECTOR OF DREINFORCED MASONRY DPILE DRIVING DOTHE'R JOB ADDRESS 2901 Ocean Street Carlsbad NO.92_122 FOR WEEK ENDING 8-7 19 92 OWNER OR PROJECT NAME St Tropez West Condominiums BLDG. PERMIT NO. 91-1190 PLAN FILE NO. CONSTR. MATL (TVPE.GRADE.ETC.) A36 A500 ARCHITECT Eric Fotiadi DESIGN STRENGTH SOURCE OR MFGR. ENGINEER Eric Fotiadi DESCRIBE MATL. (MIX DESIGN, RE-BAR GRADE & MFGR.) GENERAL CONTRACTOR California Builders CONTR. DOING REPORTED WORK Larson Steel LAB RECEIVING & TESTING CONSTR. MAT'L SAMPLES Wyman Testing Laboratory 8-5 Visually inspected the fillet welding of tube connections in the following locations: Grid line 1 between C and D.7 at Column 16D; grid line 2 between C and D.7; grid line B.5 two feet west of grid un C on 2; grid line B.5 between grid line 5 and 6; grid line 6 at B.9; grid line 7 at D.3.5; grid line 6 at D.2; grid line 5.5 at A.9; grid line B between 2.5 and 3.5. Visually inspected the full penetration welding of column splices on grid line D.7 at 3, at 3.5, 4.2 and 5. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS,& APPLICABLE SECTIONS. SIGNATURE OF REGISTERED INSPECTOR 97c / f1bA7E OF REPORT _ REGISTER NUMBER Wyman Testing Laboratories 1-800-487-0355 COVERING WORK PERFORMED 7-REINFORCED CONCRETE ESTRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY 7-PRE-STRESSED CONCRETE EREINFORCED GYPSUM GLUE-LAM.FABRICATION THE SPECIAL INSPECTOR OF EREINFORCED MASONRY EPILE DRIVING -OTHER JOB ADDRESS 2901 Ocean Street Carlsbad NO. 92-122 FOR WEEK ENDING .7-17 19 9 OWNER OR PROJECT NAME St Tropez West Condominiums BLDG. PERMIT NO. PLAN FILE NO. CO1.l5TR. MATL (TPERADEETC.) structurai steei. Assembly ARCHITECT Eric Fotiadi DESIGN STRENGTH S OURCE OR MEGR. Larsen Steel •. ENGINEER Eric Fotiadi DESC.RIBE F&ATL. (MIX DESIGN. RE-BAR GRADE & MFGR.) Miscellaneous Steel ASTM A36 GENERAL CONTRACTOR Charles Rowe Electrode E7018 CONTR. DOING REPORTED WORK Larson Steel LAB RECEIVING & TESTING CONSTR. MATL SAMPLES Wyman Testing Laboratories WELDING INSPECTION 7-16 Visually inspected the full penetration welding of tube beam to tube column connections in the following locations: D.7 at 5.8 and D at 6, 2nd level. Also B.5 at 6. Visually inspected the full penetration welding of moment connections in the following locations: 2nd level, line D.7 at 5.9, 5, 4.3 and 3.7. Also D at 6.8. Visually inspected the fillet welding of bolt plate to column connections in the following locations: line 1 at D.7 (3 plates) and at C (one plate), 2nd level. Visually inspected the full penetration of tube beam to bar connections in the following locations: 2nd level 6.5 at B.5. Certified welders were observed for proper welding procedures and techniques. Completed welds were inspected for size, length, location, and unless otherwise noted are free of visible defects and in accordance with the approved plans and the UBC. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS,& APPLICABLE SECTIONS. SIGNATUROF REGIST E D INSPECTOR & DATE OF REPORT REGISTER NUMBER Wyman Testing Laboratories 119 1992 DEIrr COVERING WORK PERFORMED EREINFORCEDCONCRETE STRUCT.STEEL ASSEMBLY . . WHICH REQUIRED APPROVAL BY 7--PRE-STRESSED CONCRETE 7--"-REINFORCED GYPSUM GL'Ui.LAM.FABRICATION THE SPECIAL INSPECTOR OF REINFORCED MASONRY DPILE DRIVING OTHER JOB ADDRESS 290]. Ocean Street Carlsbad NO. 92-122 FOR WEEK ENDING 724C5(92 OWNER OR PROJECT NAME St Tropez West Condominiums SLOG. PERMIT NO. 91-1190 PLAN FILE NO. CO.NSTR. MATL ITYPLRAD.EIC.I btructural steej. Assembly ARCHI.TCCT_ Eric .otiadi. DESIGN STRENGTH SOURCE OR MFGR. ENIMEER ric Fotiadi. DE.CRIS M&TI.. fMl QIGN E-EAR GRADE & MFGR.I bteej. .i.ue AS.LN Auu B GENE?L CONTRACTOR Caiifornia Builders Steel ASTM A36 CQJTR.DOINGPOrson RJED WORK LAS RECEIVING & TçsTING CONSTR. MATL SAMPLES Wyman Testing Laboratory WELDING INSPECTION - 7-20 Visually inspected the complete penetration welding of the beam flange to tube steel, top and bottom edge connections in the following locations: 2nd level, line A.2 at 5.6. and 4.4; line A.]. at 3.6, 3 and 2.4; line A.2 at 2.1; line B.3 at 2 and 1.5; and line C at 1.3. Visually inspected the flare groove and fillet welding of the floor tube steel to tube steel column connections in the following locations: 2nd level, line C at 1.3 and 2; line A.1 at 2.4, 3 and 3.6; and line A.2 at 4.2 and 5 per detail 6 on SD-3. Certified welders were observed for proper welding procedures and techniques. Completed welds were inspected for size, length, location, and unless otherwise noted are free of visible defects and in accordance with the approved drawings andAWS D1.1 CERTIFICATION OF COMPLIANCE I HERESY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS,& APPLICABLE SECTIONS. SIGNA REO 'TERED INSPECTOR 73)'&z.7 ç'*JC 235 DATE OF EPORT REGISTER NUMBER Wyman Testing Laboratories 1-800-487-0355 COVERING WORK PERFORMED DREINFORCED CONCRETE DSTRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY EPRE.STRESSED CONCRETE JREINFORCED GYPSUM GLUE.LAM.FABRICATION THE SPECIAL INSPECTOR OF DREINFORCED MASONRY DPILE DRIVING DOTHER .108 ADDRESS . 290]. Ocean Street Carlsbad NO. 92-122 FOR WEEK ENDING 7-24 ig 92 OWNER OR PROJECT NAME St Tropez West..Condoxniniums BLDG. PERMIT NO. 91-1190 PLAN FILE NO. CONSTR. MATL (TYPE GRADE.ETC.) Structural teeJ. Assembly ARCHITECT Eric Fotiadi. DESIGN STRENGTH SOURCE OR MFGR. ENGI.jEER Eric Fotiadi DESCRIBE MATL. (MIX DESIGN. REI-tAR GRADE & MFGR.) Steel Tube ASTM A500 B GENE4L CONT9ACTOR California Builders Steel ASTM A36 CONTR. DOING REPORTED WORK Larson Steel LAB RECEIVING & TESTING CONSTR. MATL SAMPLES Wyman Testing Laboratory ULTRASONIC TESTING - 7-20 Performed ultrasonic tests for soundness of full penetration welds of the beam flange to tube steel column as outlined below. 2nd level, line A.2 at 5.6 and 4.4; line A.]. at 3.6, 3 and 2.4; line A.2 at 2.1; line B.3.at 2 and 1.5; and line C at 1.3. Welds were tested at the rate of 100% for the first 40 welds and 25% of the remaining welds tested at random. Ultrasonic tests were performed in accordance with applicable sections of the AWS, using a "Sonic scope, 2.25 mhz transducer at 70 degrees shear with 2dbs per inch correction factor. No rejects were noted on line A.1 at andA.2 at 4.4. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED I HAVE FOUND THIS SI ED INSPECTOR WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS.& APPLICABLE SE&IONS.- DATE OF REPORT REGISTER NUMBER Wyman Testing Laboratories. 1-800-487-0355 COVERING WORK PERFORMED DREINFORCED CONCRETE DSTRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY EPRE.STRESSED CONCRETE REINFORCED GYPSUM GLUE.LAM.FABRICATION THE SPECIAL INSPECTOR OF DREINFORCED MASONRY DPILE DRIVING OTHER JOB ADDRESS 2901 Ocean Street Carlsbad NO. 92-122 FOR WEEK ENDING 7-17 i9 92 OWNER OR PROJECT NAME St Tropez West Condominiums SLOG. PERMIT NO. 91-1190 PLAN FILE NO. CQT'STR. MAT'L (TYP€ GRAE.ETC.I btructuraj. bteej. Assembly ARCItITEC Eric .otiadi DESIG,N STRENGTH S OURCE OR MFGR. Larsen Steel ENGI4EER Eric Fotiadi DES RISE MAT'L. IMIX OE I N, RE-B R G A E & MFGR.I BoCits - AS TM A5ana A617 GEN R CONTRACTOR. CaEliorn1a Builders Steel ASTN A36 CONTR. DOING REPORTED WORK Larson Steel Tube Steel ASTM A500 Grade B LAB RECEIVING & TESTING CONSTR. MAT'L SAMPLES Wyman Testing Laboratory Electrode AWS E7018,. E71T-11 WELDING INSPECTION 7-17 Visually inspected the complete penetration welding of the moment frame beam to column connections in the following locations: 2nd level on line D.7 at lines 2.1 and 3 (both sides). Visually inspected the complete penetration welding of the top and bottom flange to tube steel column connections in the following locations: 2nd level on line A.1 at Visually inspected the flair groove and fillet welding of the tube steel beam to column connections in the following locations: 2nd level on line C.2 at 6, A.2 at 5.6, 5 and line C.]. at 1.5. Visually inspected the complete penetration welding of the beam top and bottom flange to tube steel beam connections in the following locations: 2nd level 5.95 at B.4, 6.4 and B.3. Visually inspected the square groove welding of the C10x15.3 channel splice connections in the following locations: 2nd level along line A and A.]., exterior balcony. Certified welders were observed for proper welding procedures and techniques. Completed welds were inspected for size, length, location, and unless otherwise noted are free of visible defects . and in accordance with the approved drawings, shop drawings and AWS Dl.].. . CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS OF ISTER ED INSPECTOR WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS.& APPLICABLE SECTIONS. DATE OF REPORT REGISTER NUMBER EM Wyman &M: Testing . -800-487-0355 Laboratories COVERING WORK PERFORMED DREINFORCED CONCRETE ESTRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY DPRE-STRESSED CONCRETE DREINFORCED GYPSUM GLUE.LAM.FABRICATION THE SPECIAL INSPECTOR OF 0 REINFORCED MASONRY 0-PILE DRIVING OOTHER JOB ADDRESS 2901 Ocean Street Carlsbad NO. 92-122 FOR WEEK ENDING 7-17 92 OWNER OR PROJECT NAME St Tropez West Condominiums BLDG. PERMIT NO. 91-1190 PLAN FILE NO. I CONSTR. MATL (TYPE GRAQE.ETC.) Structurai Steed. Assembly ARC)ITEC1 Eric t'otiadi DESIGN STRENGTH SOURCE OR MFGR, Larsen Steel ENGINEER Eric Fotiadi DESCRIBE MATL. IMIX DESIGN. RE-BAR GRADE & MFGR.) Bolts - ASTM A325 and A307 GENE.RL CONTfiACTOR. California Builders Steel ASTM A36 CONTR. DOING REPORTED WORK Larson Steel Tube Steel ASTM A500 Grade B lWyman.Testing LAB RECEIVING & TESTING CONSTR. MATL SAMPLES Laboratory Electrode AWS E7018, E71T-11 ULTRASONIC TESTING - 7-17 - Performed ultrasonic tests for soundness of full penetration welds of the moment frame beam to column connections as outlined below. 2nd level line D.1,.2.1 thru 5.9. Welds were tested at the rate of 100% for the first 40 welds and 25% of the remaining welds tested at random. . Ultrasonic tests were performed in accordance with applicable sections of the AWS, using a "Sonic" scope, 2.25 mhz transducer at 70. degrees shear with 2dbs per inch correction factor. No rejects were noted per AWS D1.1. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS OR WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS,& RE 7EGISTZNSPE APPLICABLE SECTIONS. DATE OF REPORT REGISTER NUMBER Wyman Testing Laboratories 1-800-487-0355 COVERING WORK PERFORMED DREINFORCED CONCRETE DSTRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY DPRE.STRESSED CONCRETE DREINFORCED GYPSUM DGLUE.LAM.FABRICATION THE SPECIAL INSPECTOR OF DREINFORCED MASONRY DPILE DRIVING DOTHER .108 ADDRESS 2961 Ocean Street Carlsbad NO. 92-122 FOR WEEK ENDING 6-19 19 9 OWNER OR PROJECT NAME St Tropez West Condos SLOG. PERMIT NO. 91-1190 PLAN FILE NO. CONSTR. MATL (TVPE,GRADE.ETC.) ARCHtTECT Eric Fotiad. DESIGN STRENGTH SOURCE OR MFGR. ENGIF.(EER Eric Fotiadi DESCRIBE MATL. (MIX DESIGN. RE-BAR GRADE & MFGR.) GENERAL CONTACTOR California Builder - CONTR. DOING REPORTED WORK Larsen Steel LAB RECEIVING & TESTING CONSTR. MATL SAMPLES Wyman Testing Laboratory WELDING INSPECTION - 6-16 Visually inspected the fillet welding of tube steel connections in the following locations: 2.4 on "A", 3 on "A", 3.5 on A, 2 on A.1 Visually inspected the fillet welding of stud bolt connections in the following locations: gridlines. 2 C to. D.7 4.4 C.5 to D.7 3 C to D.7 D.7 3.8 to 4.4 3.8CtoE.Z 6DtoF 4.9E.ZtoF 7DtoF Certified welders were observed for proper welding procedures and techniques. Completed welds were inspected for size, length, location, and unless otherwise noted are free of visible defects and in accordance with the plans and specifications. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED I HAVE FOUND THIS SIGNA URE OF REGISTERED INSPECTOR WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS& APPLICABLE SECTIONS. DATE F REPORT REGISTER NUMBER " EEB Wyman WE Testing Laboratories 1-800-487-0355 - COVERING WORK PERFORMED GREINFORCED CONCRETE DSTRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY CPR E.STRESSED CONCRETE DREINFORCED GYPSUM DGLUE.LAM.FABRICATION THE SPECIAL INSPECTOR OF DREINFORCED MASONRY DPILE DRIVING DOTHER JOB ADDRESS 2961 Ocean Street Carlsbad NO. 92122 FOR WEEK ENDING 6-19 19 92 OWNER OR PROJECT NAME St Tropez West Condos BLDG. PERMIT NO. 91-1190 PLAN FILE NO. CONSTR. MATL (TYPE.GRADE.ETC.) . A36 ARCHITECT Eric Fotiadj. DESIGN STRENGTH SOURCE OR MFGR. ENGINEER Eric Fotiadi DESCRIBE MAT-L. (MIX DESIGN, RC- AR GRADE & MFGR.) Structural Steel and Tube Steel GENERAL CONTRACTOR California Builder CONTR. DOING REPORTED WORK Larsen Steel LAB RECEIVING & TESTING CONSTR. MATL SAMPLES Wyman Testing Laboratory 6-16 Performed ultrasonic tests for soundness of full penetration welds of moment connections as outlined below. Gridlines D.7 at 2.1, 31 3.81 4.4 and 5.9 Ultrasonic tests were performed in accordance with applicable section of the A.W.S. using a sonic scope 2.25 mhz transducer at 70 degrees shear with 2 dbs per inch correction factor. 7-7 CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS& APPLICABLE SECTIONS. SIGNATURE OF REGISTERED INSPECTOR __________ DATOF REPORT REGISTER NUMBER Southern Iifornia Soil & Testing, Inc. SPECIAL INSPECTION SE' RtV I G, E,___ GM VERDALE REGISTERED INSPECTOR'S WEEKLY REPORT J N10.911 2 'cot not ::::. :...................................• COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF [as QICINFORCED CONCRETE 0 PRE.STNESSED CCRETE 0 REINFORCED MASONRY STRUCT. STEEL ASSELY 0 GLUE. L. FMRICATII 0 REINFORCED GYPSUM 0 OTHER J PILE DRIVING ADDRESS ?' (Ishqd SUILOING PERMIT NUMSES PLAN FILE wuuSgA 1 j39A OWNESOS PROJECT NAME . S'T. e AUCHITECY CONSTR. MAT'I... 0TYPIL GRACE. ST:.) I DEIIN STSENQTH SOUSCE OS MFS. ENGINEER . 1 OCICSISE M*TL. (MIX DESIGN.WE.SSS GRACE & MFGS.. WE.N ETC.) I45TM h(-p!5_Co!OWO 0tH SAL CONTRACTOR RK M(vr Cccv'e LAS. RECEIVING A VESTING CONSTR. MAT'),. SAMPLES INSP'N. DATE LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS. PROGRESS, REMARKS, ETC. INCLUOXI INFORMATION ASOUT - AMOUN TI OF MATERIAL PLACED OR I0SK PERFORMED; NUMSER. TYPE I bENT. NO'S OF TEST SAMPLES TAKEN, STRUCT. CONNECTIONS (WELDS MADE H.T DOLTS TORQUED) CHECKED; ETC. 7-i A. -n'/ S're/Jo IAJ C.1 ip 4 - ,AaJh /i c,d Mr ''r Y) lee 'c , Sir_,4,4 gPgjj 4,- c- -..he/i 4 , p. ,., ,// iiA. Ll fij// . r,v"4 % c LI /I(JLW' (' p / j,.. ,4iç o - - 1 cf 1k S( I ,•:.;' ,' T. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED, I HAVE FOUND. THIS WORK- TO COMPLY WITH THE APPROVED PLANS, SPECIFICATIOf&S, AND APPLICABLE SECTIONS OF THE GOVERNING ISUILDING LAWS. ... 4 7/ if - ..5scNAyuRE,Or REGISTERED INspECOR - ..-... -4,. 'i. •', :- ('Cf O*TEOFREPORT REGISTERNUMSCW Wyman Testing Laboratories 1-800-487-0355 COVERING WORK PERFORMED DREINFORCED CONCRETE DSTRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY EPRE-STRESSED CONCRETE DREINFORCED GYPSUM EGLUE.LAM.FABRICATION THE SPECIAL INSPECTOR OF DREINFOACED MASONRY DPILE DRIVING --OTHER JOB ADDRESS 2901 Ocean Street Carlsbad NO. 92-122 FOR WEEK ENDING 6-19 is 92 OWNER OR PROJECT NAME St. Tropez West Condos BLDG. PERMIT NO. PLAN FILE NO. CONSTR. MATL (TYPE.GRADE.ETC.) Structural Steel Framing . ARCI-jITECT Eric Fotiadi AlA & Assoc DESIGN STRENGTH SOURCE OR MFGR. ENGIrEER Eric Fotiadi DESCRIBE MAT'L. (MIX DESIGN. RE- AR GRADE & MFGR.) ASTM A36 Steel, A506 tube GENERAL CONTRACTOR S and H Steel CONTR. DOING REPORTED WORK Larson Steel E7018, NR 211 electrode LAB RECEIVING IN TESTING CONSTR. MATL SAMPLES Wyman Testing Laboratory WELDING INSPECTION 6-15 Visually inspected the continuation of fillet and groove welding of moment and other connections in the following locations: first level framing including balconies. Welding on this level is complete except for several connections on and around the radius tube steel beam on the south side. Certified welders were observed for proper welding procedures and techniques. Completed welds were inspected for size, length, location, and unless otherwise noted are free of visible defects and in accordance with the plans, approved shop drawings and AWSD1.1. I CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS SJGNAYURE OF R G ISTETRED. 114SPECTOR WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS, & APPLICABLE SECTIONS. DATE #EPORT REGISTER NUMBER UE Wyman Testing Laboratories 1-800-487-0355 COVERING WORK PERFORMED DREINFORCED CONCRETE DSTRUCT.STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY DPRE.STRESSED CONCRETE JREINFORCED GYPSUM GLUE-LAM.FABRICATION THE SPECIAL INSPECTOR OF DREINFORCED MASONRY. DPILE DRIVING ./ DOTHER JOB ADDRESS N- NO FOR WEEK 2901 Ocean Street Carlsbad 92-122 ENDING 6-12 19 92 OWNER OR PROJECT NAME BLDG. PERMIT NO. PLAN FILE NO. St Tropez West Condominiums 91-1190 CONSTR. MATL (TVPE,GRAOE.ETC.) ARCHITECT A36 A326 T.S. bolts Eric Fotiadi DESIGN STRENGTH SOURCE OR MFGR. ENGINEER Eric Fotiadi DESCRIBE MATL. (MIX DESIGN, RE-BAR GRADE & MFGR.) GENERAL CONTRACTOR Structural Steel and H.S. bolting California Builders CONTR. DOING REPORTED WORK Larson Steel LAB RECEIVING & TESTING CONSTR. MATL SAMPLES Wyman Testing Laboratory WELDING INSPECTION 6-12 Visually inspected the fillet welding of angle clip connections in the following locations: grid line "F" 1 thru 7. Visually inspected the fillet welding of tube steel connections in the following locations; B.1 at 5.9, D at 6, B at 55 . Visually inspected the full penetration welding of moment connections in the following locations: 5 at B, 4.5 at B, B at 5.5 Certified welders were observed for proper welding procedures and techniques, completed welds were inspected for size, length, location and unless otherwise noted are free of visible defects and in accordance with the plans and specifications. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS•& APPLICABLE SECTIONS.- SIGNATURE OF REGIS TER R 7O R DATE OF REPORT REGISTER NUMBER Wyman Testing Laboratories 1-800-487-0355 COVERING WORK PERFORMED DREINFORCED CONCRETE DSTRLJCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY DPRE-STRESSED CONCRETE DREINFORCED GYPSUM DGLUE.LAM.FABRICATION THE SPECIAL INSPECTOR OF DREINFORCED MASONRY DPILE DRIVING --OTHER JOB ADDRESS NO. FOR WEEK 2901 Ocean Street Carlsbad 92-122 ENDING 612 19 92 OWNER OR PROJECT NAME . BLDG. PERMIT NO. PLAN FILE NO. StTrope ondo z West Cminiums 91-1190 CONSTR. MATL (TVPE,GRADE.ETC.) A36 ARCHITECT Eric Fotiadi DESIGN STRENGTH SOURCE OR MFGR. ENGINEER Eric Fotiadi DESCRIBE MATL. (MIX DESIGN. RE-BAR GRADE & MFGR.) GENERAL CONTRACTOR Structural Steel and H.S. bolting California Builders CONTR. DOING REPORTED WORK T.RrRnn Stl LAB RECEIVING & TESTING CONSTR. MAT'L SAMPLES Wyman Testing Laboratory WELDING INSPECTION 6-11 Visually inspected the fillet welding of tube steel • connections in the following locations Dated 7, dated 6. Visually inspected the full penetration welding of moment connections in the following locations: 5 at D.7,• 5.9 at D.7, B.1 at 5.9 D at 6.9 B at 6.8, A.1 at 2.1 and A at 2.4. Certified welders were observed for proper welding techniques and procedures. Completed welds were inspected for size, length, location and unless otherwise noted are free of visible defects and in accordance to the plans and specifications. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS,& APPLICABLE SECTIONS. F RE GIST EVE "SPECJTO R DATE OF REPORT REGISTEF1 NUMBER Wyman Testing Laboratories 1-800-487-0355 COVERING WORK PERFORMED DREINFORCED CONCRETE ESTRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY """PRE-STRESSED CONCRETE 'EIRE INFORCED GYPSUM 'GLUE-LAM.FABRICATION THE SPECIAL INSPECTOR OF DREINFORCED MASONRY OPILE DRIVING 'OTHER JOB ADDRESS . NO. FOR WEEK 2901 Ocean Street Carlsbad 92122 ENDING 6-12 19 92 OWNER OR PROJECT NAME BLDG. PERMIT NO. PLAN FILE NO. St Tropez West Condominiums 91-1190 CONSTR. MATL ITYPE.GRAOE.ETC.) . ARCHITECT A36 Eric Fotiadi DESIGN STRENGTH SOURCE OR MFGR. ENGINEER Eric Fotiadi DESCRIBE MATL. IMIX DESIGN, RE-BAR GRADE & MFGR.) GENERAL CONTRACTOR Structural Steel California Builders CONTR. DOING REPORTED WORK Steel LAB RECEIVING & TESTING CONSTR. MATL SAMPLES Wyman Testing Laboratory WELDING INSPECTION 6-10 Visually inspected the full penetration welding of moment connections in the following locations: D.7 at 2.1, at 3 D.7 .D.7 between 3 and 4, C at 1.1, B at 1.2. Visually inspected the fillet welding of tube steel connections in the following locations; C at 1. Visually inspected the plug welding of base plate connections in the following locations; D.7 at 3. Extra tabs to be welded to tube steel columns on grindline F, 1 to 7 per Mr. Fotaiadi. Walk through with Mr. Fotiadi and Mr. Charles Rowe covering added details. - Completed welds were inspected for size, length, location and unless otherwise noted are free of visible defects and in accordance with the plans and specificaitons. Certified welders were observed for proper welding procedures and techniques. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS,& APPLICABLE SECTIONS. /ai Z~ ez~~7 ~- - SIGNATURE OF REGIST MR~ TOR fV,Z ___ DATE OF REPORT REGIST R NUMBER t. --:-_.._- ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619)560.1468 DATE: 3/2 / APP RISDICTIO JURISDICTION: C(T o (AeLSgAJ) PLAN CHEC []FILE COPY PLAN CHECK NO: 9/ I/9D SET: _ZP (]UPS ODESIGNER PROJECT ADDRESS: ,.9D/ OC.AW PROJECT- NAME: r'ôZ \'VtS7 ôt-f/f//Dt'1 fl 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 witi' the jurisdiction's building codes when minor deic.ien-. .cies identified ____________ are resolved and • checked by building. department staff. • fl The plans transmitted herewith have significant deficiencies . identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. fl The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. E The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check, list has been sent to: i ori,o i • ,41A- A jJ Esgil staff didnot advise the applicant contact person that plan check has been completed. J Esgil staff did advise applicant that the d1an check has been completed. Person contacted:_____________________ Date contacted: Telhn # ,REMARKS: All 17 By:__________ Enclosures:____________________ ESGIL CORPORA El GA DCM ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619)560-1468 DATE: 3 / 1 ra JURISDICTION: O' CJ.sat -D flRISDICSDIcT DFILE COPY PLAN CHECK NO: If 90 SET: O UPS []DESIGNER PROJECT ADDRESS: >90 I OCEAtsJ PROJECT•NAME:fl?OpF'2_.wr_C-o,sJtN7A.4INIL!M Ej The plans transmitted herewith have been 'corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- .cies identified are resolved and checked by building department staff'.. The plans transmitted herewith have significant deficiencies D, identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. j The check list transmitted herewith is for your information. 1!i The plans are being held at Esgil .Corp. until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to return to. the applicantcontact person. The, applicant's copy of the check list-has been sent to: ERIC. bTL4D ALA L /6S1D Io3 ' SD g.io Esgil staff did not advise the applicant contact person that plan check has been completed. D Esgil staff did advise applicant that the plan .check has been completed. Person contacted:_______________________ Date contacted : Telephone #•• 0 REMARKS: ,.. . .. . . By:T'Av,i)_,/#4p _' Enclosures:___________________ ESGIL CORPORATION 31FD GA.L1CM JURISDICTION: C,4RL SgIAO Date plans received by plan checker:) /10 PLAN CHECK NO.:gi — i / 0 Date plan recheck completed: By: 7)A iJir PROJECT ADDRESS: ..9D/ OCE4N TO: 1DThb/ RECHECKPLANCORRECTIONSHEET FOREWORD:PLEASEREAD Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items shown below need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303(c), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. PLANS () Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: siL () To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each. correction on this sheet has been made and return this check sheet with the revised plans. ()The following items have not been resolved from previous plan reviews. The original correction number has been given for your reference. n-ease_you_did_n"_cp__t_Copy nf_the —prãer_c'zrection_list,_'.' lgeaanithe outedngeeceeens. Please contact me if you have any questions regarding these items. 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 on the plans. Have changes been made to the plans not resulting from this correction list? Please check. Yes No ® ,4f( dppç of ,Lh(c. p)aiJ at, rPd * be 41 and . px 1 2 ni3d ;t. J1i Mmi 4 - TrX Form No. RPCS.41290 -' PANICAL, plaenG, ZW= FZ1N ODFM=09 uRISDIc11C(: A.5 d 4 00 DATE: fm am ADAM p1NCM= MJ1B: q / / i - PlAN Ct: 0 0• o1j 7id /qiuc, 7-( o' A A'i D, A#! Ii €' r Oi0Cc)AiJ ¶. / ,- 3 — F,1L1 /1(,t~ A7 Oe.? 0AU"tJ4 S 4,4AJÔ Ile- k/PI'OC.. ,4J or 3i'-fOcJAJ 0-U lod d#U6l.4 —zJ i:;- id look oo var cJ 4i .) •7dh-/c eo ou S7,1'c,&.., A,'ø CA Aj e 'i'4 4& . / ) $6447"oj ,cXF4J 7,'gr ItLId(.. (,d-/l aAiro44 & S1.41L47' Oew - .4.uo Scsc.ou, 1(oô, /-f_i) 64e1Acfc 'S ,(ib7 (n 5) oia a7uC'U E?cqa4&r Au jo OP#j,je,S /.t.'7 4) e14 a,Pta, OAJ 4c. #4oct #44J.S, , Sere y'orni, A u,,o 464't.. Otj SlWu 'tC 1%ut 2I 1ou,por SA,ea4?' Auo 2O&) 4.-t,gS?PMJ Aloe 6aex-s 72, IL)4 P ,S1d.' rrt p 2LOS41' dsQ 5,'4a L#cIC..... pirse i) Cit oi Si;i IF:] IJ• November 6, 1991 Charles Rowe California Builders P0 BX 142 Carlsbad, Ca 92018 Eric Fotiadi 740 Thirteenth St 407 San Diego, Ca 92101 PLANCUECK 91 1190 st tropez 2901 OCEAN STREET SIX CONDO UNITS Please see my letter of October 28, 1991, permitting you to use the occupant load factor of R3 for the top floor units which eliminates the requirement for one hour corridor and doors. The two units on the second level, 2S and 2N, are almost identical to the top floor units, and the occupancy load factor (300) may be used for these units also MARTIN ORENY c Kurt Culver David Yao Jim Harris cd 2075 Las Palmas Drive o Carlsbad, California 92009 • (619) 438-1161 V, Citv of - Carlsbad October 28, 1991 Charles Rowe Eric Fotiadi California Builders 740 Thirteenth St 407 P0 Bx 142 San Diego, CA 92101 Carlsbad, Ca 92018 PLANCHECK 91 1190 ST TROPEZ 2901 OCEAN STR!ET SIX CONDO 11N1:TS This is an Ri occupancy, and the two units on the third story are so large that an interior corridor in each unit, is required to be one hour fire resistive construction with all doors into the corridor protected with a smoke and draft control assembly and a fire protection. rating of not less than 20 minutes. This requirement was created to protect residents of large apartment houses. These two condo units are obviously going to be occupied, as single family dwellings. The occupant load factor for Ri is 200 which. creates the above requirement, and the occupant.load for R3, single family dwellings,is 300 which eliminates the requirement. You are authorized the use of the dwelling factor for the top floor units. !IN 0 ',BUIFFICI c Kurt Culver David Yao Jim Harris 2075 Las Palmas Drive • Carlsbad, California 92009 • (619) 438-1161 PLAN ATTACHED DATE:_______ DATE__________ CARTER APPROVED: ThTAPPPflU c: Kurt Culver Jim Harris October 25, 1991 Marty: PC 91 1190 St Tropez on Ocean 6 Unit Condo The two third story units in this building each contain a long hallway INSIDE EACH UNIT. Because they are so large, if you use the RI fac- tor,200sthat interior corridor must be one hour with the required one hour doors opening into it FROM THE ROOMS INSIDE THE UNIT. If the R3 factor, 300sf,,is used, there is no requirement, as there is not in your house and mine. You haveoften expressed your feeling that condo owneis 'should, if possible, have the same benefits as SFDOwners. Kurt and I and Jim Harris agree that only a family will live in the top units, and this provision in the code .was written for apartments with long corridors. So, we should use the occupant load measurement fbr::a áingle-. family dwelling.thus eliminating the requirement for one hour doors insid e two units. If u e, -please initial below, and I will send the proper letter. . IF - - I r —i :f •:--7. A19jA A16 \ I V 1 - __ I ' LP1NG DINING - ) DINING 1216 1 2' 12171 4 ' - UP ON I ,.— - A O1 /KITCHEN 29 J. A I 1 215 I KITCHEN I \ 2'-7 1/4 - .6'-4 1/2N ____ - 12151 I® BEDROQM - - —1- - -. -\ - , STAIR-2 ® I ON I _____ " 39 1' o"(gig) E 4TRY — 7' I ©.• • ON -. WALK-IN _I POWDER .l-.•.. - ____ j7l311/411 DN . -- ____ 4__ 4 ftL2D 71..3c,&.n : B / * A16 SiM 1i.•.*•' M-BATH _____.• 1_2101 DEN •', f•- J 1209 it 1 •' @ ';ç— >4 - r' •• DEl 20, UP, 6 OPEN - BELOW PEN 0 2N Go 5 17 () , - ; ' ti r • ' 0N1. . '. 14' •-4'- I_206_I ) BATH-i s E.E B. Nvi 206 HALL Rbi - ' V • •1 41 ll" BEDROOM-2 ,-0 , .4t - I_205_I 3 • • &-)!. R4t_0 FAMILY o-Ti . -3 13'---:11 1/2" lik- t. - S - '• - I 44!. ____ ND 4'-ÔDECK 2 " 2 dLv r iC Lm 7XV 111±12" 4n M 1. GARAGE GARAGE/ o $ •• •- 0 G 11 [2011 •[2021(_®- - 00 I It . • All 0 15..r. -. •- 0 ill i - DI iO -• U I . I I ti in UI r'-- , ' - IA 'I IP _______ ' •_' -_______ 51 I I ' • -. k':-' - '• , S ' • * • iii'l - ESGILCORPORATION• 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: 1/ / JURISDICTION: 21Ty 01: cALsAD PLAN CHECK NO: qi — 1I9p SET: PROJECT ADDRESS: 0 CCA1%q DAP. CANT JURISDIC ER DFILE COPY []UPS flDES IGNER PROJECT NAME: ST. _TDp2_WEST_CON Lo 1'-IIN UJr'-1S fl The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. fl The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. Li The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected, plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The 'applicant's copy of the check list has been sent to: Esgil staff didnot advise the applicant contact person that plan check has been completed. [1 Esgil staff did advise applicant that the plan check -has been completed. Person contacted:_______________________ Date contacted: _. Telephone # 0 REMARKS: By: bAV(L) YAO Enclosures:___________________ ESGIL CORPORATION GA .I1CM JURISDICTION: CARL-9 fA!) Date plans received by plan checker:I PLAN CHECK NO.: I— ii 2-0 —Date plan recheck completed: ___By:T)Ailf)_'rA U PROJECT ADDRESS: .9 0 ( 0 CA ('4 S r TO: SL lko. 1r41QhJ_K RECHECK PLAN CORRECTION SHEET FOREWORD: PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items shown below need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303(c), of the Uniform Building Code, the approval of the plans does 'not permit the violation of any state, county or city law. A. PLANS 1. Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans. The following items have not been resolved from previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the still outstanding corrections. Please contact me if you have any questions regarding these items. 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 on the plans. Have changes been made to the plans not resulting from this correction list? Please check. Yes No A I I C- H pJcn& ono I — ii ci 'A DRI C!Inff ovpr Onp roI- 01 r)Q1 c.ThIh;q C#.trP- ci,lJ -tce t,lnPPrI f'n e 40- ±h ptArPt. 6f d-jr, ,n; (i ii ...J pno .e+CIL lZc(C) ,ihi. C- trt _1 (.rwiily -4,0 Lev 4kg' )7. .t4rt r1pncl x (4.' C viri-k ppô- -i.. ac,i,,/ Ie) nil 4,1,-• . I'd c1 *I'P 9-1 J C ' cZ32 A17.- d 4?1 go 1 e ' ''92X -I (P -IIfl 4i 'v 4tf 4p 1/ / SI nLLC J'rcmt 7. - 6, ;,,. IP!I/ ( , lf'fl JL7J. — d —. ':' ' ,- ____ f,'hi/i 01 c"i- in 1,140 Th — - J fo'e.c 1 gl-i/ k I 0- 4Ii o. 34 b )zv4-;(. — S'+a- IAi,,-fIei - tIc'Py' ;'c -I +-:es Ck oo,,l jviL ) U OOp m 1, C, /'P fii V7 Ir r If' (IJ) hi Ir'p ,R 67 -+A, ; k— py PnIP - pojc4 i p/,,L~ d d,n,pi*c 17 &, i + h -Mp ~'oi' Ic }-',,,, r m2!3 hi 1y .j 2 -Lw v.' dt°. £A1DdA+ L" Ct Sbot., d4c4k 0 n ncoy t#icIIS LIft1' q rk ae r11 - &r e4#m oa-S are AecI cf. I1ot PPPmr-C tA11I be t.u.j -4- np,- S1oP. ,IP&' srr1t4 AR IA. -f --Lp DOh&.- e- - .4W4' IIiJt or wifbaid - --& ( 71-e Ci/Cs thai! ef/r* *&t t 1M1Ii'+lh IOb tPCk - -L. )olcr +1.y•. '-: )1O# lOec,ZLP /nIJe -+I,e 'kit I11TI .J-i •74e )qip. 2 M(+9v7 wrAt, - I.;b4h I #,r Pr,7C*(,.- nf 1,6 i.r -- JiLECTRUAL -PLAJj CORRL1~LSIthL çCOMPL.TE. ITE cL -71 , / - sJ DATE: .J:.TboN: CHECK NUMBER: 9 / ' LAN CHECKER: I K C*Uiek Im u (i\ 'JO &-IT I PEcF'r' A "uF"Oc)tJc A jCT \- - U 1R't. OU.JO I4 2S I (c) Do Ns, (Irct $. _%l r I. (OoT £9ECaI& C-J ftrc Alt-J q4 y'i 7 - C74 L\ c,-,'pZJ -r,-i 177---W-e-,c r-i -r i A ,i-ir/ i '-I -- RFEiucE 44Cx4 t14J F'E ,voY 1'IAIJLJ LU&, AleC. 23c-7I 'lee 0 2 I _ CJt)U(Tt)I \eJ/T,-4 PM L "H ," F4E P. C) - as Cd • cigir c c - _______________ /JE,(jfl,c Y u7 -'i- hLhL1KICAL }'LAI4 CURRICf ION SHEET- ION:: PACE: .7.. / 3: cuEcK.NuMBR:. fl.s:jJO . . SET:. M4 CHECKER: (2uci._ U DATE. - . . -rt _ J _iJi _Al ! _ID /. TI CiJ/--E-4VP.LC... ___ ___fl _Jb4'HErOD cH.P-r.&_,- tV : :: :U • bid_fy,rziAO_ cis j\\ &J reA 4- L _ PTA_L.E._iY'TL ES, 2.(a( __i..iti-r_U Ae-J:4s _KC.._Zio- V)b c: A E.- 3.4 • --. . -r .!3iJi&I&A4_ ___ fj _-':A _StIALL ,&PPLIA&Jc _&ZJ LLT.:PjVC. 2..kTh— 57(j , LH1JrsJ&-.. C7JJ713_77/ I 'L.-r r iu-rE rP P7-- \J LT5_PER.._i-iE 2.1 , —5 ZC. _)_•ii./C ___ .... wr Prru 5 , . ,4i-L i .z,ixLr _%__________ I %.. ii -r i I, JA f ...- ,..-i I Ii -ri ,... i, ..,A H i,..i_I -r -# I T1 V 'hog I 1I15=2 1UT7€ _C\2.4-14-S_Q P,_P"0L.• _A-_Y!t' _6J / 7/-/_A7 & ' ' L. - ...-- - •---- . - -% 'aT E = - •-;-. L - - -' . ' . IA A\ FII ,,Q.r- 2.., i r-1A( RUiif. . ........ • . . • :............. nMaCAL, PIa4BDG, INEWT PLAN CIDRFMWOM r JuDIcIIOI(: tA AO,S6A,' DA: GLEN ADAN PLAN CH= NB: ,— // PLANCHECKER:. 0 0 &' 7''t.r Lyra /,4/d5IC c-I - 7c A/er ej (. P1 /f / Q) S M .'-i is A p,r iti o r Si,'o 9,J AJ ,, 7Z'r c-' Iq ,e"Z-50 G ,' , , 5Avllj C,3 , S' ,i.-/ ii ,4 4.., 4 7cr pf 1-i'ci- 7e—rt.S. ZeJfr'C.A-J C. ' 15 0) ,44 a-' '4 m-' ie#4 .. 1 ,OO A) .r ,.4.'4 ic.i n'a- /''t ,.s.,M At 4, .4 r o - 0 N 1-16r dr. P414 A.) S Ce. a '-S Al C. car - '##C 4.-r .s 30,c3o If I9eoe 7- an 4ri'e.. iv' 04ctSs i,o-r 4f /?f?S,d j- 7 Ni,4cz. L 11 7o AuO t-&tjC. 0'a ot - AS I"i t4.(C S(C,,c,stj /7Oe. A Aj 40 T oo&cr — , ii /,,q€z L.(IL./dc..'4 A#/c..- e_ Rot arLicr' 4c3c, 5 ero- -rlo *-1 9 3,0 Z (6) 6 ALso :cyre,s 440VL1 I AS 7O •5,iqj — &/ h94d.4r . ,i-i Pat 3t,4#T fiot.t.Jd• PAX c,AJ(. A1,41, ou / c.,41rs ,sci'914-,eccr Au'o PcA. t.4j0 Ioa#47'o-'s Saa U-fe. ev40Ya't NANICAL, PIa1Bn, EMM PLAN CORREMON SEW JURISDICXICN:____________________ DAlE: lf __ I2(ADAN PLAN Cm= NJ: _g t—i_I D PLAN CHECKER: 0 0 -. - - Mr 1! -Id ft U — r .• — — — — - — — S io c. ,i 4 . /4'' 4 qi I • dO#c' ,' c#i. 1J€su (C.-c! 5.r,o*j /f03) AAJo 1'2S /r.,* S#i,e,rs AS /4F Sar' /7t6 ,4'u' ,'iC.t 4'S . y -'t.. o 3.AJo I.0QItt It&ide. i'DiLi p,r4,eFC. 76 7,e or-- A) C o r 4 a - oo Zoco Lopnod&s? A /,t TZ iA t e.)A r- NCA PeI'L S c!m ' r s u N, C .1 o e.' Ue #.- r,', A) — /Jct e S#1bC.J frf0tJ 4..T.S ,.4,z S #?' ,04 i-i,.C? c A V&C AJ c t Qd C A ,10 c"z. Per r 4 "1 ,'4 CS 1-/' # C!- kU T 4 -1 '(3 S 7/ ..0 A .'# / c p—.. lu £ / 'o tr #4 ref ,A C a .5 -io c1.j /O ,r 43 ci r "o C. 1-1 C.. $ctc.r'o, 7o(, () — C1 00-, dee s T'c, &j 4,g (2,4 A.) Ai v '?' 13 cf C. *j — A IPSJ ,4o00c2r,',u oS_ Act Qu' se . I (.# ?-1 #bIJ / ) Sr4i'?e4m le tC 5r0'062 23o5.) .z) ,o-i G.icr CoAR As Amn a4c!. ScCcr',u J3I/ (4o7'4 }14,'o AA.40 1Aj 3) ,i.o O,Oj Aga s1c#er V I,'ui( A, /-74r& Usc Sc-Po) IZoc. JA.) daue1 ,4SS4s.1c, 4#*j ftj , A,t)o- /Z'4ouc A-0-040 7j' (o (44 r5 A,- c-&'n-t ej MZAJaCAL, pu11BflK, EMM IV r, Vd ),I•I (• :i : jpisDlcrlC((: (- AD DATE: _ f/ /_7 0 GUM AM= PLAN Nam=:qi— iiqo PLAN atvw:D 0 — 3o,4 rI#?er — JC7. 7 S -s .&i? Sic..j*.j - ii Pd 7 - t,A i- c/C ',u CA U U I DA A l -J 7 ,4 4, 4, 4#mi Xga A /o' 40.J j.4.iuor #€C CLCSdT 445r .'ler t1o,creJ At A. 7!r.) S cOV on — 1 U00a 3do.1'e,MJ lQo '(c) ,AJ — 1',',.s 4 /0cf#C 7rc.a ZV. /.o0M. P..q&,s ..'iU,O ec — (7A) -t," I rc. i4-c A'u' I C. -fe? #4 Ps. 4.41 5 /00 ,.iø r /1.4 s.Asu5 . /, II,.U41 fac,-,',41/c4e- rc!.r,Q/c.4. P'4 A''( eO 7 ,M4?tc'!.'l 7-/€2 4'Ci ,7,f ,4'- - — j , /1,4 0J , .i V I I'..- ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA92123 (619)56014.68 DATE: ! / 4/, cYI DAPPLICAT JURISDICTION: CARLSBAD LAiIHECKER OFILE COPY PLAN CHECK NO: 9!— I(c?!.? SET: Z OUPS UDESIGNER PROJECT ADDRESS: 217o l- S7 PROJECT NAME: ST. op W3T Of4///iJ/-15 D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. mi The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The app.liant's copy of the check list has been sent to: • o77ADi AlA 2 A<sac • •74 L3'S. 47 S 1) fJ Esgil staff didnot advise the applicant contact person that plan check has beencompleted. D Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone # • 0 REMARKS: By:PAVII_YAO Enclosures:__________________ ESGIL CORPORATION EGA DAA IJRN DM LK Date initial plan check completed: JURISDIiOff: CITY OF CARLSBAD TO:Rf C-xo T14P1 & Aso. 740 7 c, pir ADDRESS: —? 9o/ .&W :T 77 914 By: V1P VA Applicant contact person: E/-lf +/'C?i,' £I4sSOC. Telephone: 24.- •37),.c Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform PRQJ= DATA Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy OCCUPANCY: -, I. B - I / fri f conservation, noise attenuation and access for the handicapped. The plan check is based on USE: A7)r vi mn 61d&10 ) i44rk7//a3$ regulations enforced by the Building Inspection Department. You may have other corrections based TYPE OF (BSJIOB: V - Jhv on laws - and ordinances enforced by the Planning " Department, Engineering Department, Fire Department IC!U&L AREA: /7, ~6 / / 2 ~ / 4/_ or other departments. -I Present California law mandates that residential ),6370 41E2 k. construction comply with Title 24 and the following ALLCABLE AREA: (CVPX~.. • / 400Q X 0 ' model codes: S1BX: 3 + b,Lcppne-11- SPREIEL: Y es C Yeç, I) PLAN CDRR=Off SMW cITY or CASBAD APAITS: EKDOT FRCH RANDICAPPD ASThILITY Date plans received by jurisdiction: Date plans received by Esgil Corporation: 1988 UBC (elf. 1/1/90 1988 UPC (eff. 1/1/90) 1990 NEC (elf. 7/1/91) 1988 UMC (eff. 1/1/90) The above regulations apply to residential construction, regardless of the code editions adopted by the ordinance. The items listed need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), 1988 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To sneed un the recheck nrocess • note on this list for a copy) where each correction item has been addressed i.e.. elan sheet, specification. etc. Be sure to enclose the marked uo list when you submit the revised vlans. NaYS: PAGE xwmw ANE NOT xN SJ(Z AS PAGES BAYING NO I NMI= (XIONS V= DELEM. List. No. 34: City of Carlsbad, R-1, For Apartment Projects ExemptFrom Handicapped Access; With Supplements. (1988 L'BC) A. PIM! 1. Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: Esgil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, (619) 560-1468. 4. Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: The jurisdiction's building department. Indicate on the Title Sheet of the plans, the / name of the legal owner and name of person responsible for the preparation of the plans. Section 302 (a) 7. 4. Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1988 1.BC, UHC, and UPC and1990 NEC. Provide the site address and a vicinity sketch on the Title Sheet. All sheets of the plans and the first sheet of the calculations are required to be signed and sealed by the California licensed architect or engineer responsible for their preparation. (Calif. Business and Professions Code) Indicate on the Title Sheet whether or not a grading permit is required for this project. j. Show on the Title Sheet all buildings, I structures, pools, walls, etc. included under this application. Any portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as "not included" on the site plan or Title Sheet. j. Provide a Building Code Data legend on the I Title Sheet. Include the following code information for each building proposed: Occupancy Group Type of Construction_ Sprinklers: Yes or No Stories Height Floor Area Justification to exceed allowable area in Table 5-C. (if applicable) Specify on the Title Sheet of the plans the gross floor area of each element of this project including units, garage, carport, patio, deck and balcony. Section 302 (d). Provide a Building/Unit Schedule on the Title / Sheet. Include the following: Designation and area of each dwelling unit type. Number of each designated unit types in each building (including handicapped access units). C. List any other occupancies or uses included in each building, i.e., common laundry, common storage, garage, rental office, etc. Provide a fully dimensioned site plan drawn to scale. Show: north arrow, property lines, easements, streets, existing and proposed buildings and structures, location of yards used for allowable increases of building area and dimensioned setbacks. 13. Provide a statement on the site plan stating: "All property lines, easements and buildings, both existing and proposed, are shown on this site plan". 1/. Clearly designate on the site plan existing / buildings to rernain,.existix'g buildings to be demolished, buildings to be constructed under this permit and any proposed future buildings. Show on the site plan all proposed walls, retaining walls and fences. Specify their heights on the plans. ij. Clearly dimension building setbacks from / property lines, street centerlines, and from all adjacent buildings and structures on the site plan. Dimension distance from curb to property line. Shov and dimension on the site plan -all I building projections including eaves, balconies, cornices and similar appendages extending beyond the exterior walls. j8. Show the location of any designated flood plains, open space easements, or other development restricted areas on the site plan. Justification to exceed allowable height or stories in Table 5-D. (if applicable) pse. ci-y i4 uj. I€ j'?ori... ,j -& GD TA (,eJoah&_. a cit - 2 r4 54rPsgP P...' . 7YIJ4! )..t%>/ 12e L' iif Led . 7/11/91 2 B. LOCATION ON PROPT A. When two or more buildings (including carports) are on the same property, the buildings shall have an assumed property line between them for the purpose of determining the required wall and opening protection and roof cover requirements, per Section 504 (c). An exception is provided if the combined area of the buildings is within the limits specified in Section 505 for a single building. If this exception is used, show how the building(s) will comply with Section 505. Buildings over one story and containing courts shall have an assumed property line for the purpose of determining required wall and opening protection of court walls, per Section 504 (c). See possible exception. Please show how the court walls will be made to comply with Section 504 (c). The exterior walls of R-1 occupancies (Type V Construction) less than five feet to a property line or an assumed property line, shall be one- hour fire-rated construction. The wall shall have a thirty inch parapet (see exception, Section 1709) and the wall shall have no openings, including windows, doors, scuppers, vents, etc. Table 5-A. The exterior walls of a Group M occupancy (maximum 1,000 sq. ft.) carport or garage, less than three feet to a property line, shall be one-hour fire-rated construction. The wall shall have no openings. Table 5-A. i. The exterior wall of a Group H occupancy (more than 1,000 sq. ft., but less than 3,000 sq. ft.) carport or garage, less than five feet to a property line or an assumed property line, shall be one-hour fire-rated construction. The wall shall have a thirty inch parapet (see exception, Section 1709 and Table 5-A). Section 1102(b). 2/. The exterior wall of a B-1 occupancy. carport or garage (Type V Construction), less than twenty ( feet to a property line or an assumed property line, shall be one-hour fire-rated construction. When the . exterior wall is less than ten feet, a thirty inch parapet and protected openings are required. When the exterior wall is less than five feet, no openings are permitted. Table 5-A.. zj. Eaves over required windows shall be not less than thirty inches from side and rear property lines. Section 504 (a). /6. Combustible projections located where openings are required to be protected shall be heavy timber or one-hour construction. Section 1710. Projections may not extend more than twelve f inches into areas where openings are not allowed. Section 1710. Projections over public property must comply with chapter 45. 4. Projections may not extend more than one-third the distance from the exterior wall to the property line or one-third the distance from an assumed vertical plane located where fire- resistive protection of openings is first required, whichever is least restrictive. Section 504 (b). 30. Fire-resistive exterior wall construction shall be maintained through attic areas. Section 4304(c). Al I A When openings are required to be protected due to location on property, the sum of openings shall not exceed fifty percent of the total area of the wall in each story. Section 504 (b). A covered pedestrian walkway connecting / .separate buildings must comply with the requirements in Section 509. 3J. Exterior exit balconies cannot be located in / an area where openings are required to be protected or where openings are prohibited. Section 3305 M. Exterior stairways shall noe project into / yards where protection of openings is required or where openings are prohibited. Section 3306 (n). Yards or courts serving as required exits for more than ten occupants must be at least ten feet wide or have walls of one-hour construction for a height of ten feet above the court or yard grade. Openings shall be protected by fire-assemblies having a rating of not less than three-fourths-hour. Section 3301 definition and Section 3311 (d). Structural elements exposed in walls required to be fire-resistive construction due to location on property must have the same fire- resistive rated protection as the wall, or as required for the structural frame for the type of construction, whichever is greater. Table 17-A, Footnote 1, and Section 1702. 7. Openings for scuppers, mechanical equipment vents, foundation vents and similar openings are not permitted in walls located where openings are required to be protected. Table 5-A. 12/20/89 3 WIJ1DDJG AREA /8. Provide on the Title Sheet of the plans the I code justification for exceeding the basic allowable area in Table 5C. Section 506. ,4. When a building has more than one occupancy, I the area shall be such that the sum of the ratios of the actual area divided by the allowable area for each occupancy shall not exceed one. Section 503. ii. As shown, the building(s) is/are over area for / the type of construction shown. Table 5-C. No single story can exceed the basic' area / allowed by Table 5-C plus the increases allowed by Section 506. j2. Unless considered a separate story, the floor area of a mezzanine shall be included in calculating the area of the story in which it is located.. Section 505. A3. A basement need not be included in the total I allowable area, provided such a basement does not qualify as a story nor exceed the area permitted for a one story building. Section 505. AREA SEPARATION WALLS Area separation walls may separate portions of / a building and allow each portion to be - considered a separate building; however, the area separation wall must be four-hour in Type I, II-P.R., III and IV buildings; and two-hour in Type II one-hour, Type 11-N and Type V buildings. Section 505 (e) 1. Openings in four-area separation walls are / required to be protected with three-hour £ ire- resistive assemblies; 1-1/2 hour fire- resistive assemblies are required to protect openings in 2 hour area separation walls. Section 505 (e). . 1h. Openings in area separation walls are limited to twenty-five percent of the length of the wall in each story. Section 505 (e). ,Ø. If area sepairation. walls do not extend to the outer edge of . horizontal projections, (balconies, roof overhangs, canopies, marquees and architectural projections) and the projecting elements contain concealed spaces, the wail shall extend through the concealed space to the outer edges of the projecting elements. The exterior walls and projecting elements above must be of one-hour construction on each side of the area separation wall for a distance equal to the depth of the projecting elements. Walls supporting. the exterior walls must be one- hour. Openings in the one-hour walls must be protected with three-fourths-hour assemblies. Section 505 (e) 2. All area separation walls must extend in a continuous straight vertical plane from the foundation to a point thirty inches above the roof, but may terminate at the underside of the roof sheathing if the roof/ceiling is two- hour construction. Horizontal offsets are not permitted. Section 505 (e) 3. i6. Two-hour area separation walls may terminate ,I at the roof sheathing provided that: Where the roof/ceiling framing elements are parallel to the walls, such framing and elements supporting such framing shall be of not less than one-hour fire- resistive construction for.a width of not less than five feet on each side of the wail. Section 505 (e) 3. Where roof/ceiling framing elements are perpendicular to the wall, the entire span of such framing and elements supporting such framing shall be of not less than one-hour fire-resistive construction. Section 505 (e) 3. C. The entire building shall have a Class B roof covering or a Special Purpose roof. Section 505 (e), 3. No openings in the roof are permitted within five, feet of a two-hour area separation wall if parapets are not provided. Section 505 (e) 3. 2/12/90 . 4 ff Area separation walls, which separate portions of buildings having different heights, may terminate thirty inches above the lower roof level, provided the exterior wall for a height of ten feet above the lower roof is of one- hour fire-resistive construction with openings protected by three-fourths-hour assemblies. As an alternate the wall may terminate at the sheathing of the lower roof, provided roof/ceiling elements, if parallel to the wall are one-hour construction for a ten foot width along the wall at the lower roof, and supporting elements are one-hour; where the lower roof/ceiling elements are perpendicular to the wall, the roof/ceiling elements shall be one-hour for the entire span, and supporting elements shall be one-hour. Section 505 (e) 5. Where different roof heights occur; no openings / in the lower roof are permitted within ten feet of the area separation wall if parapets are not provided. Section 505 (e) S. Show the basis for the approved fire-resistive / construction elements for the area separation wall, parapet, and ceiling assembly if used in lieu of parapet i.e., item number in Table 43- A, B, C or U.L. Directory, etc. (Note that trusses require two layers of 5/8 inch Type 'X', per Item 21-1.1 in Table 43-C). 5f. Parapets of area separation walls shall have / non-combustible faces for the upper 18 inches, including counter flashing and coping materials. 4. Provide complete details of the area separation / wall(s) to show compliance with Section 505 (e). . Provide a note on the plans stating: "Plumbing I and conduit penetrations of the area separation wall shall be of copper or ferrous. No plastic pipe may penetrate the area separation wall". Section 4304 (e). K. BUIU)ThG EKL/SItJRiS Clearly show the maximum building height based /7. on the definition in Section 409. /8. Clearly show if the lower level is a basement or story, based on the definitions in Section 403 and 420. Plot the finish grade (adjacent. ground level) I on the elevations and dimension the distance to the floor above for story determination. See io. definition of grade, Section 408. The height and number of stories cannot exceed that shown in Table 5-D. Show the code basis for the height/number of stories as shown. 4. One additional story would be permitted beyond / that shown in Table 5-D, if the building is sprinklered throughout and the sprinkler System is not otherwise required by Section 506 (area) or Section 508 (substitute for one- hour). Section 507. Towers, spires and steeples shall comply with / Section 507, Exception 1. Penthouses shall comply with Chapter 36. F. FIRE-RESISTIVE CONSTRUCTION Walls and floors separating dwelling units in the same building shall be of not less than one-hour fire-resistive construction. This does not apply to hotels. Section 1202(b). ç4. Group R, Division 1 occupancies more than two / stories in height, or having more than 3,000 sq. ft. of floor area above the first story shall be not less than one-hour fire-resistive construction throughout except as provided in Section 1705 (b) 2. Section 1202 (b). /6. Where one-hour fire-resistive construction is required, an approved automatic sprinkler system may be substituted for the one-hour construction, however, the fire sprinkler system shall not waive or reduce fire- resistive requirements for: occupancy separations, dwelling unit separations, exterior walls due to locaticn on property, area separation walls, shaft enclosures, corridor protection, stair enclosures, exit passageways, type of construction separation per Section 1701 and atriums constructed in accordance with Section 1715. Section 508. Provide details of the one-hour fire-resistive construction. Include roof/ceiling assemblies, floor/ceiling assemblies, wall assemblies, post and beam assemblies, gable end assemblies at attics, etc. Chapter 43, Chapter 17. Fire-resistive exterior wall construction shall be maintained through attic areas. Section 4304 (c). Detail how one-hour fire-resistive wall construction is maintained at built-in wall fixtures and behind bathtub and shower enclosures, mailboxes, medicine cabinets, fire extinguisher cabinets, electric panels exceeding sixteen sq. in. in area, etc. Section 4304 (e). Detail and reference I.C.B.O. number or other approval for horizontal fire assembly using trusses. Item 21-1.1 in Table 43-C requires 2 layers of 5/8" Type X gypsum wallboard at the bottom chords of trusses. Section 4303 (b) S. 12/20/89 5 Detail how fire-resistive wall and ceiling 0. protection will be maintained at all duct penetrations such as at bathroom and kitchen hood fans, laundry room fans and dryer vents. Also detail recessed light fixtures. Show duct openings in ceilings, regardless of size, have approved ceilin fire dampers. 'eftrece ? Section 4303 1 6. Roof/ceiling and floor/ceiling assemblies must be of one-hour construction. Detail fire assemblies on plans along with their I.C.B.0. 81. number or other ID number from the Fire Resistive Design Manual published by the Gypsum Assoc. or U.L. number or item number from Table 43-C, U.B.C. Detail water heater vents located inside fire- resistive wall construction or within fire- resistive shafts. Ducts for FAU's or any other air-handling systems between floors must be in rated shafts. Table 17-As Section 1706 (a), Section 4306 (j). /4. Clearly identify location and hourly fire- resistive rating of vertical shafts on the plans. Provide construction details showing location of fire dampers and how fire resistivity will be maintained at floors and roofs. Section 1706. S. Detail column fire protection per Table 43-A in the U.B.C. and specify column impact protection in garage areas per Section 4303 (b) 5. As a minimum, show a twenty-two gauge steel 84. jacket around each column to a height of three feet above the ground for impact protections. Provide cross-section of one-hour corridors serving an occupant load of ten or more. Label corridors on plans as one-hour corridors; specify on the plans all doors as twenty-minute fire assemblies with self- closers or automatic closers with smoke detectors, and all windows as 1/4 inch wire glass in steel frames and all duct penetrations to have fire dampers. Section 3305 (g), Section 3305 (h). Clearly label and identify on the plans the fire-resistive corridors, area separation walls, shafts, occupancy separation walls and floors, exit courts less than ten feet wide anT exit enclosures, along with their hourly ratings. Section 302 (d). Provide a full one-hour occupancy separation between R-1 and M-1 or B-i (M-i up to 3,000 sq. ft.) occupancies. Fire protection only on the garage side applies only to R-3/M occupancy separations, not R-l/M occupancy separations. Table 5-B and Section 503 (d). Provide one-hour fire-resistive door assemblies in the one-Jur occuancv separation. Section 503 (c). - C. OCCUPANCY SEPARATIONS fz. Storage or laundry rooms that are within Group R, Division 1 occupancies, that are used in common by tenants, shall be separated from the rest of the building by not less than one-hour fire-resistive occupancy separations. Section 1202 (b). '4,. 376. Structural members such as beams supporting more than one floor or roof must be individually fire protected (Section 4303 (b) 6). Detail required protection, per Table 43- A or NRB-250, U.L. etc. 11:- appIrcbIe 71c. Clearly specify minimum thickness of walls and slabs to provide -hour fire- resistive rating per Table 43-B and C. Clearly specify minimum cover for bonded reinforcing at ___fire-rated columns,____________ ___fire-rated beams. Clearly specify minimum cover for prestressed concrete tendons per Section 4303 (c) 3. 78. Note that all plumbing and electrical penetrations at occupancy, area, corridor or other fire separation walls shall be as specified in Section 4304 (e). Detail all furred ceilings as required in / Section 4203. Show fire-retardant treated wood where necessary. The required three-hour rated occupancy separation between R-1 and B-i occupancies may be reduced to a two-hour rating when the B-i is limited to the storage of passenger vehicles, and the provisions of Section 702 are not applicable (Table 5-B). The two-hour occupancy separation may be further reduced to one-hour, if the aggregate area of B-i occupancy within the building •does not exceed 3,000 sq. ft. Section 503 (d). 8j. Garages are not permitted to open into a room used for sleeping purposes. Section 1104. _Rp/a , ,ple -,q , -e(—/) I iv- h+wea'. r—j C F, rL- rc13o?) iot fP ( d /4 6 'I, 2/12/90 81. A B-i occupancy in the basement or first story may be classed as a separate and distinct building for the purpose of area limitation, limitation of number of stories and type of construction, per Section 702, only if the following conditions are met: B-i is Type I construction. B-1/R-1 are separated by a three- hour occupancy separation. C. B-i is restricted to passenger vehicle storage, laundry rooms, entry lobbies and mechanical equipment rooms. (No storage, recreation room, etc.). d. The maximum building height does not exceed the limits in Table 5-D for the least type of construction... The Type I construction is required to have 3/4 hour protected exterior wall openings when located within twenty feet from •a property line, and no openings are permitted less than five feet. Section 1803 (b). 19• All openings in floors forming a three-hour Y separation shall be protected by vertical enclosures above and below the opening. The walls of such enclosures shall be not less thth two-hour fire-resistive construction, and openings therein shall be protected by a one and one-half hour assembly. Section 503 (c), Tables 43 - A, B, C and Chapter 43. Qo. A -hour occupancy separation is ( required between occupancy and the occupancy. Table 5-B, Section 503(d), Tables 43 - A, B, C and chapter 43._ jI. Structural members supporting an occupancy / separation must have the same fire-resistive rating as the separation. Table 5-B, Section 503 (b), Tables 43 - A, B, C and Chapter 43. f Openings in a three-hour fire-resistive separation shall be protected by a three-hour aSsèmb1y"añd openings may not exceed tenty- five percent of the length of wall in the story and no single opening shall exceed 120 sq. ft. Section 503 (c), Tables 43 - A, B, C and Chapter 43. 4 . A two-hour fire-resistive occupancy separation shall be not less than two-hour fire-resistive construction. Openings shall be protected by a one and one-half hour assembly. Section 503 (c), Tables 43 - A, B, C andchapter 43. 94. Occupancy separation wall penetrations must be either ferrous or copper and fire-stopped. Steel electrical outlet boxes shall not exceed sixteen square inches and further, shall not exceed one hundred square inches per one hundred square feet of wall, may be installed and shall be separated by a horizontal distance of twenty-four inches when on opposite sides of a wall. Section 4304 (e). 95 Ducts penetrating one or two-hour occupancy or area separation walls must have fire dampers. A fire door is required for three-hour j separations. Section 4306 (j). F appIc1re 96. Usable space under the first story, when constructed of metal or wood, shall be protected on the side of the usable space as required for one-hour fire resistive wall and ceiling construction and the door to the usable space shall be self-closing, of noncombustible construction or solid wood core, not less than 1-3/4 inches in thickness. Section 1703. 9/. Show the details and the basis for the rating of the occupancy separation you propose, i.e., item number in Table 43 - A, B, C; Gypsum Fire-Resistive Design Manual; U.L., etc. H. SOUND TRAIISHISSION (Title 24, Appendix Chapter 35) () Wall and -floor/ceiling asseatlies separating dwelling units from each other and from common space (such as corridors, laundry rooms, common garages, service areas, etc.) must have a listed rating of STC 50 and lIC 50. Show the location of and provide details of the listed wall and floor/ceiling assemblies, and indicate the listing agency and listing number for the tested ratings. Show how penetrations of assemblies for 7 piping, electrical devices, recessed cabinets, bathtubs, soffits or heating, ventilating or exhaust ducts shall be sealed, lined -or - insulated or treated to maintain the required ratings. 00 Dwelling unit entrance doors from interior corridors together with their perimeter seals shall have a STC rating of not less than 26. 12/20/89 7 101 The Title Sheet or Site Plan should clearly indicate if any portion of the project is in a noise critical area (CNEL contours of 60 dB) as shown on the City or County's General Plan. If no portion of the project is within a noise critical area, provide a note on the Title Sheet stating: "This project is not within a noise critical area (CNEL countour of 60 dB) as shown on the General Plan". 102 If the project is located in noise critical areas (CNEL contours of 60 dB) as shown on the City or County's General Plan, then an acoustical analysis showing that the proposed building has been designed to limit noise in habitable rooms 'to CNEL of forty-five dB is required. Where windows must be closed to comply, it is necessary to provide mechanical ventilation capable of providing at least two air changes per hour, provide design. I. 103 In all occupancies, floors above the first story having ten or more occupants, shall have not less than two exits, except only one exit is required from a second floor area within an individual dwelling unit. Two or more dwelling units on the second story may have access to only one co=on exit when the occupant load tributary to the stairway does not exceed ten. Section 3303 (a). z"° leve I 104 Occupants on floors above the second story and in basements shall have access to not less than two separate exits. Section 3303(a). Exceptions: .# Except per Table 33-A, only one exit need / be provided from the second level or a basement within an individual unit. i. When the third floor within an individual / unit does not exceed 500 sq. ft., only one exit need be provided from that floor. 05 • In areas where the occupant load exceeds 10 , two exits are required. Table 33-A. 1st Iie I 106. Exits should have a minimum separation of one- half the maximum overall diagonal dimension of the building or area served. Section 3303 (c). 07 • The maximum number of required exits and their required separation must be maintained until egress is provided from the structure. Section 3303 (a). JØ. Where a required exit enters a yard, the yard I must lead to a public way. Section 3301. Minimum exit court width is forty-four inches. / Section 3311 (b). 1,10. Change in width in an exit court shall be. / effected gradually by a guardrail at least ' thirty-six inches high and making an angle of not more than thirty degrees with axis of the court. Section 3311 (b). l(. Where required exits enter an exit court (see / definition, Section 404 and 3301), the exit court must discharge into a public way or exit passageway. The exits from the exit court shall comply with Section 3311 requirements for width, number, and protection of walls and openings. /2. Total width of exits in feet shall be not less than total occupant load served divided by fifty. Tributary occupant load from basements and stories above shall be per Section 3302 (b) and the maximum width required for any story shall be maintained. i4. No point in the building shall be more than ' one hundred fifty feet (two hundred if sprinklered) from an exterior exit, horizontal exit, enclosed stairway or exit passageway, measured along the path of travel. This may be increased one hundred feet if the last one hundred fifty is in a corridor. Section 3303 (d) (see exceptions). l7. Double acting doors are not allowed when / serving a tributary occupant load of more than / one hundred, or when part ofa fire assembly, -or part of smoke and draft control assemblies or when equipped within panic hardware. Section 3304 (b). JI5. Exit doors from each unit should be a minimum / size of three feet by six feet eight inches with a minimum door swing of ninety degrees. Maximum leaf width is four feet. Section 3304 (f) and (g). G)Regardless of occupant load, a floor or landing not more than one inch below the threshold is required on each side of an exit door.,,. - In. R-3, and individual units in R-1, a maximum 7-1/2 inch drop may occur provided the door does not swing over the drop. Section 3304 (i). 7. Doors should not project more than seven / inches into the required corridor width when ( fully opened, nor more than one-half of the required corridor width when in any position. Section 3305 (d). Revolving, sliding and overhead doors are not I permitted as exit doors. Section 3304 (h). C -ne .e,t CCJ1 po aD -ps- -/I/, 3 —p4 (n,..1. (t -rh, (4DPJ 41,1- !rI (?) Prvv;1Lp o -A-- &4, fe/ ( 74- 2/12/90 1 C.' / 8 19. Doors in the fully open position shall not 129 All interior stairways, ramps and escalators reduce the required dimension at door landings shall be enclosed. An enclosure is not by more than 7 inches. When ,a landing serves required if serving only one adjacent floor an occupant load of 50 or more, doors in any and not connected to stairs or corridors position shall not reduce the landing dimension serving other floors. Not required for R-3 or to less than one-half the required width. R-1 stairs within a d}1eliig unit. ,j I Section 3304 (j). Section 3309 (a). ( V Walls of exit passageways shall be without i/o. Stairway riser must be four inches minimum and openings except exits and shall have walls, f seven inches maximum and minimum run shall be floors and ceilings of the same fire- eleven inches except in winding, circular or resistance required for the building, with a spiral stairways, or private stairways serving minimum one-hour fire-resistive construction. less than 10 which may have an eight inch rise Exit openings in the walls shall be protected and nine inch run. Section 3306 (c). by a three-fourths-hour assembly. Section 3312 - (a). 11. Winding stairways are permitted only when serving R-3 or a single unit in R-l. Iftl. Ramps required by Table 33-A:shall not exceed Section 3306 (d). 1:12; other exit ramps 1:8. Ramps steeper than / 1:15 Shall have handrails as required for 11ft. Provide details of winding stairway: stairways. Minimum size landings and landing clearances must be provided. Section 3307. a. Minimum tread is six inches at any point (See Title 24 where Disabled Access is and a minimum nine inches at a point required) twelve inches from where the treads are narrowest. J. STAIRWAYS AND ELEVATORS / b. Maximum rise is eight inches. X22. Stairway width must be at least forty-four inches when serving fifty or more occupants and C. Minimum width is thirty-six inches. thirty-six inches when less than fifty. Section 3306 (d). Section 3306 (b) )31. Spiral stairways are permitted only when 123 A minimum headroom clearance of 6'-B" for I serving R-3 or a single unit in R-l. Section stairways should be indicated on the plans. 3306 (f). Note that this is from a plane tangent to the f stairway tread nosings. Section 3306(p). 1$4. Provide spiral stairway details: Stairway handrails-should not project more than I a.. Minimum run is 7-1/2 inches at point 12" 3-1/2 inches into the required width. Trim and from where the treads are the narrowest. stringers may not project more than 1-1/2 inches. Section 3306 (b). b. Maximum rise is 9-1/2 inches. 125. Enclosed usable space under interior or C. Minimum headroom is six feet six inches. exterior stairways should be protected on the Section 3306 (f). enclosed side as required for one-hour fire- resistive construction. Show 2 x @ 16" o.c. d. Spiral stairways must have a clear mailers and fire-resistive material. Section walking space of twenty-six inches 3306- (m) - (n). - - --- - ---- between the-column and handrail. Section• 116. Landings should not be. 3306 (f). reduced in width more /5. #' than seven inches by a door when fully open. Spiral stairways may not be used for required Landings Shall have a length, in the direction exits when the area served is greater than of travel, of not less than. 44 inches. Within , four hundred sq. ft. Section 3306 (f). a unit they need not exceed 36 inches.- Section / 3304 (j). . f36. Provide I.C.B.O. Research Report and Number / for stairway, or submit plans and calculations 127 Stairways from upper levels which extend -below and approved fabricator registered with the the level from which egress from the building Building Department or note that stair plans is provided, shall have an approved barrier to shall be submitted to and approved by the preclude exiting into such lower levels, building official prior to inspection. Section 3306 (h). Section 302 (b). Vertical distances between stairway landings are limited to twelve feet. Section 3306 (i). 5/10/90 . . . 9 137 Stairways should be enclosed as specified in Section 3309: Two-hour fire-resistive walls are required in buildings of Type I and II-F.R. construction, and in all buildings over four stories, and one-hour elsewhere. $'. Only exit doors are allowed to open into exit enclosures. Doors should be labeled one and one-half hours or one-hour fire assemblies, and noted that the maximum transmitted temperature end point shall not exceed 450 degrees (F) above ambient at the end of 30 minutes of the fire exposure specified in UBC Standard .3-2. Exit enclosures should include a corridor / on the ground floor extending to the exterior. Fire-resistive construction should be as required for the exit enclosure, including protected openings. Only exit doors are permitted to open into the corridor. An approved barrier is required at the ground floor to prevent people from accidentally continuing to the lover level. Usable space is not allowed under the stairs. In buildings four or more stories, one stairway must extend to the roof. Section 3306 (o). 139 Handrails:. '. Handrails are required on each side of / stairways. Stairways less than 44" wide or stairways serving one dwelling unit may have one handrail (if not open on both sides). %. Private stairways (1 tenant) need only I have a handrail on one side if 30" or less in height. Stairways with less than four risers that 1 serve one individual dwelling unit need not have handrails. () Hafldrails shall be 34" to 381! above nosing of treads and be continuous. () Except for private stairways, at least one rail shall extend 6" beyond top and bottom risers. / All stairs shall have handrails I terminating in a newel or safety post. Section 3306 (j). ZLO. Occupied floors more than seventy-five feet j' above the highest grade should have all exits 1 from the building in smoke-proof enclosures. Section 3310 (b). 1JI1. The handgrip portion of all handrails shall be / not less than 1-1/2 inches nor more than 2 I inches in cross-sectional dimension. Handrails projecting from walls shall have at least 1-1/2 inches between the wall and the handrail. Section 3306 (j). 142 Openings in the exterior 'all below or within ten feet horizontally of an exterior exit stairway in buildings over two stories shall be protected by a self-closing assembly having a three-fourths-hour rating, unless two separated exterior stairways serve an exterior exit balcony. Section 3306 (1). S- r 4- ,,ndous door f b€pd) .3. 0pening5 in exterior walls below or within '10 ( feet, measured horizontally, of an exterior stair shall be protected by self-closing fire assemblies having a three-fourths-hour fire protection rating when the stair serves a floor level having openings in two or more floors below it. Section 3306 (1). 4. Show or note that elevators comply with Chapter 51, UBC. Provide a smoke detector at each lobby or entrance area. Section 5103(b). Specify elevator shalt vents where elevators extend throueh more than two floor levels. Section 5104. K. CORRIDDRS 17. Corridors, and exterior exit balconies, / serving ten or more occupants must be a minimum of forty-four inches wide and seven feet high to the lowest projection. Section 3305(b). 48. Corridors serving R-3 and individual R-1 units / shall be thirty-six inches wide minimum. Section 3305 (b). When a corridor or exterior exit balcony is / accessible to the handicapped, changes in I elevation shall be made by means of a ramp. Section 3305 (f). 150. Corridors serving ten or more occupants in R-1 or thirty In other occupancies shall have walls and ceilings of one-hour construction. Section 3305(g). tAnu'E .?'J 7/15/91 20 151 Exit corridors shall not be interrupted-by l Elevators serving more than two floors shall intervening rooms. Foyers, lobbies or / not open into a required one-hour exit reception rooms constructed as for corridors I corridor unless the opening is protected by an shall not be construed as intervening rooms. approved smoke/draft control door system. In Section 3305(a). high rise btildings refer to Section 1807 (h). Section 3305. 152 One hour fire-rated corridors shall have door openings protected by tight-fitting smoke. and 163 A one-hour corridor shall not be used as an draft control assemblies rated twenty minutes, integral part of a duct system. This includes except openings in interior walls of exterior the space above a drop ceiling within the one- exit balconies. Doors shall be maintained hour envelope. UMC Section 706 (b). self-closing or be automatic closing by action j of a smoke detector per Section 4306 (b), doors 1f4. In nonsprinklered R-1 Occupancies, corridors shall be gasketed to provide a smoke and draft I serving 10 or more occupants shall be seal where the door meets the stop on sides and separated from corridors and other areas on top. Section 3305 (h). adjacent floors by not less than-approved fixed wire glass set in steel frames or by 20- Total area of all openings, except doors, in minute smoke and draft control assemblies any portion of an interior corridor, shall not which are automatic closing by smoke exceed 25 percent of the area of the corridor detection. Section 1209. wall of the room which it is separating from the corridor. Such openings shall be protected 165 If a room with an exhaust fan has a door by fixed, approved 1/4 inch thick wired glass opening into a rated corridor, show how make- installed in steel frames. Section 3305 (h). up air will be provided to the room. The door cannot be undercut, nor can a louver in the Gand Duct penetrations of fire-rated corridor walls door be provided. Section 3305(h)1. ceilings shall have fire dampers per Section 4306 (j). L. DT SIGNS Ø'5. Openings for rubbish or linen chutes shall not 166 Exit signs are required since the occupant be located in exit corridors or stairways. load exceeds fifty. Show all required exit Section 1706 (c). sign locations. Section 3314 (a). 156 Provide a-complete architectural section of the i7. Show two sources of power for the lamps at corridor, and exterior balcony, exit showing / exit signs. Section 3314(d). all fire-resistive materials and details of / construction for all floors, walls, roof and 18.. Show that exits are lightewith at least a all penetrations. Section 3305 (g). / one foot candle at floor level. . 357 Ceilings of combustible materials cannot be Section 3313 (a). / suspended below the one-hour corridor ceiling. Show separate sources of power for exit Section 3305 (g). / illumination. (Occupant load exceeds 100) Corridor walls may terminate at the ceiling only if the / Section 3313 (b). / ceiling is an element of a one- The exit sign locations as shown are not hour fire-resistive floor or roof system. / adequate. Section 3305 (g). 19. See attached details for approved methods of N. R-1 GAL O1PANCY RXJIRDS providing one-hour corridor construction. 171 Every apartment house ree.stqries or more in 160. When two exits are required, dead end corridors height or containing more than fifteen dwelling units (and every hotel three or more and exit balconies are limited to twenty feet. stories in height or containing twenty or more Section 3305 (e). . guest rooms) shall have an approved fire alarm system as specified in the Fire Code. Section 361. Where construction exists at the outer line of 1211 (see exceptions). the exterior exit balcony, both the exterior and interior, wall and openings must be protected per corridor requirements. Section 3305 (g). 7/11/91 11 Draft stops shall be installed in floor- ceilings, attics, mansards and similar concealed spaces and shall be above and in line with walls separating units from each other and from other uses. Section 2516 (1). Y Every sleeping room below the fourth story shall have at least one openable window or exterior door for emergency escape or rescue. The clear opening shall be at least 5.7 sq. ft., twenty-four inches high and twenty inches wide. The finish sill height shall not exceed forty-four inches above the floor. Section 1204. l)t. Residential basements shall comply with the / above (whether they are intended for sleeping purposes or not). )I5. One room must contain a minimum of one hundred / twenty sq. ft. of superficial floor area. Section 1207 (b) Habitable rooms, other than kitchens, shall /6. contain at least seventy sq. ft. of floor area. Section 1207 (b). Window area must be at least 1/10 of the floor area (minimum 10 sq. ft.) in Section 1205 (a). /78. One-half of all required window area must be openable in_________________________________ )ñ'9. Openable window area must be 1/20 of the floor / area (minimum 1-1/2 sq.* ft.) in bathrooms, laundry rooms and similar rooms. Section 1205 (a). Provide mechanical ventilation capable of / providing five air changes per hour in bathrooms, water closet compartments, laundry rooms and similar rooms if required openable windows are not provided. Section 1205 (c). Show discharge point for ethatii to b&at least 5. feet from any mechanical ventilating intake. Section 1205(c). 182 Ductless fans cannot be used in bathrooms if a tub or shower is present. Section 1205(c). No habitable room, other than a kitchen shall / be less than seven feet in any dimension. Section 1207 (c). l. Show a seven foot, six inch minimum ceiling height for habitable rooms other than the kitchens. Section 1207 (a). 1/5. Show a seven foot minimum ceiling height for I the kitchens, halls, corridors, laundry rooms and bathrooms. Section 1207 (a). i4. Provide thirty inches clear width in water. I closet compartments and twenty-four inches clearance in front of the water closet. Section 511 (a). Show corridor width to be minimum 36" within /7. units. Section 3305 (b). 188 Show location of permanently wired smoke detector: ( Centrally located in corridor or area - giving access to sleeping rooms. On each story. In the basement. When sleeping rooms are upstairs, at the upper level in close proximity to the stair. '. 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. NOTE: Detectors shall sound an alarm audible in all sleeping areas of the unit. Section 1210. l4. When the valuation of a room addition or / repair exceeds $l,OQO, or when sleeping rooms are created, smoke detectors- shall be provided at existine bedrooms per item 187 above. 190 Glazing, in the same wall plane as a door, must be safety glazing if within 12" of the door and less than 60" above the walking surface, unless . the glazing is leaded on faceted glass. Section 5406 (d) 7. 1l. Glass in excess of 9 sq. ft. with the lowest / edge less the 18 inches above a walking surface shall be safety glazing or shall have a horizontal number not less than 1-1/2 inches An width and located between 24 and 36 inches above the walking surface. Section 5406 (d) 7. 192 Glazing in shower and tub enclosures shall be tempered, laminated or approved plastic (including windows within 5 feet of tub or shower floor). Section 5406 (d) 5. 7/11/9.1 . . 12 Guardrails: I. Shall be installed at all unenclosed floor / and roof openings. Shall be installed at open and glazed sides of landings and ramps. q". Shall be installed at balconies or porches I more than 30" above grade or floor below. Shall be installed on roofs used for other than service of the building. A. Shall have a height of 42" (interior guardrails within individual dwelling units may be 36" high). G) Shall be detailed showing adequacy of connections to resist the horizontal force prescribed in Table 23-B.-. . Open guardrails and stair railings shall ] have intermediate rails such that a sphere 6" in diameter cannot pass through. Section 1711. Parking garages in connection with R-1 occupancies shall have an unobstructed headroom clearance of not less than 7 feet above the finish floor to any ceiling, beam, pipe or similar construction except for wall-mounted shelves, storage surfaces, racks or cabinets. Section 1102(c). NOTE: Pending Federal Regulations. Regulations currently being developed by the Federal Government may impact those projects that do not obtain occupancy approval prior to March 13, 1991. These regulations may impact apartments, condominiums, all multi-family units in buildings with elevators, and fl ground floor units in buildings without elevators. Federal language allows exemptions for only those multi-family buildings or projects containing three dwelling units or less. Although these regulations have not been finalized, designers may wish to consider designing to current ANSI standards for buildings which may be subject to the Federal Regulations; - K. ROOF 195 Class B roof coverings are required for R-1 occupancies. Table 32-A. Exceptions: f. Nonrated roof coverings may be used on f buildings which are not more than two stories in height and have not more than. 3000 square feet of projected roof area and there is a minimum of 10 feet from the extremity of the roof to the property line on all sides except for street fronts. Buildings which are not more than two stories in height and have not more than 6000 square feet of projected roof area and there is a minimum of 10 feet from the extremity of the :of to the property line or assumed property. line on all sides except for Street fronts may have Class C roof coverings and roofs of cedar or redwood shakes and No. 1 shingles constructed per Section 3204(e). NOTE: The above exceptions don't apply to Types I or IT construction. Specify roof slope. Roof slope is not adequate for roof type / specified. Table 32-B,C,D and B. 1. Specify roof material and application. / chapter 32. i5. Specify I.C.B.O. or U.L. approval number for / roof materials not covered in U.B.C., e.g., tile, etc. Section 107. Yr. Specify minimum 1/4 inch per foot roof slope for drainage or design to support accuthulated water. Section 3207 (a) and Section 2305 (f). 201 Show roof drains and overflows. Size drains per Appendix D in the UPC. Section 3207. Plat S Provide skylight details to show compliance with Sections 3401 and 5207--or --provide I.C.B.0. approval number. 3. Plastic skylights must be separated from each other by at least 4 feet. Section 5207 (a) 6. Plastic skylights shall not be installed ~4. within that portion of a roof located within a distance to property line where openings in exterior walls are prohibited or required to be protected. Section 5207 (a) 7. 7/11/91 . 13 20 Show attic ventilation. Minimum vent area is Fire sprinklers are required in a basement if 1/150 of attic area or 1/300 of attic area if / any portion of a basement is more than at least 50% of the required vent is at least 3 / seventy-five feet from openings-in an exterior feet above cave vents or cornice vents. Show wall. Section 3802 (b). required area and area provided. I Section 3205 (c). 2A7. Fire sprinklers are required at the top of / rubbish and linen chutes and in their terminal 206. Provide a minimum 22" x 30" (or 30" x 30" if rooms. chutes extending through three or equipment is in attic) attic access opening. more floors shall have additional sprinkler Section 3205 (a). heads installed within such chutes at alternate floors. Sprinkler heads shall be 0. MASONRY / accessible for servicing. Section 3802 (b). Provide fireplace construction details or note 2,I8. Provide fire sprinklers / construction to be per attached fireplace / standard drawing. chapter 37. 24. Show anchored veneer support and connections to wood in Seismic Zones 3 4, attached and .19. Note on the plans: "When serving more than hundred sprinkler heads, automatic one / comply with Section 3006 (d)l and Section 2515 - sprinkler systems shall be supervised by an (a). Show ties and #9 wire in horizontal approved central proprietary or remote, joints. station service, orshall be provided with a 109. Show height and construction details of all local alarm which will give an audible signal at a constantly attended location." Section masonry walls. chapter 24. 3803. Show floor and roof connections to masonry 2/0. I R-1 occupancies over three stories shall have / walls. Connection shall resist 200 pounds per by Table 38-A. A first standpipes as required lineal foot or the actual design load, story as allowed by Section 702 shall be whichever is greater. Cross. grain tension or included in determining the number of stories bending in wood ledgers is not permitted. when determining if standpipes are required as Section 2310. . Section 702 only gives relief from Tables 5-C, / 5-D and Section 505, 506 and 507. Section 702 Ll. Show a minimum 2" air space and flashing does not give relief to the requirements of I between planter and building walls. Table 38-A. . . Section 2516 (c) 7. P. FRAMING Q. FIRE EUDMISKM . I 2A- Fire sprinklers do not waive or reduce the f Provide complete structural details on the plans with cross referencing as needed to show dwelling unit separations required bySection the structural framing will comply with the 1202(b). Section 508. design calculations and building code / . requirements. 2A3. Fire sprinklers are required in R-1 occupancies / three or more stories in height 2r containing 22. Provide r minimum structural specifications on more than 15 dwelling units (20 guest rooms in I the plans to show that all structural hotels). Section 3802(h). materials will comply with the design calculations and building code requirements. 24. - - • Fire sprinklers are required on any baseeIent when the floor area exceeds 1,500 sq. ft. and there is not provided at least twenty -sq. ft. of opening entirely above the adjoining ground in each -fifty lineal feet or fraction thereof of exterior wall on at least one side, or when openings are provided on only one side and the opposite side is more than seventy-five feet away. Section 3802 (b). S. Show standpipe class and outlet locations on ' the plans. Section 3806. 7/11/91 . 11. 223 On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below or sticky back. REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec. 306 of the Uniform Building Code. ITEM REQ. IF Ri4ARXS CHECKED SOILS COMPLIANCE PRIOR TO FOUNDATION INSP. X STRUCTURAL CONCRETE OVER 2500 PSI STRESSED STEEL FIELD WELDING X HIGH STRENGTH BOLTS )( EXPANSION ANCHORS SPECIAL MASONRY SPRAYED ON FIRE PROOFING PILES/CAISSONS DESIGNER-SPECIFIED OTHER 224 Where special inspection is required for masonry, note on the plans that prism tests shall be performed in accordance with Section 2405. Section 2406(c)l. 25. Show wall bracing. Every exterior wood stud / wall and main cross partition shall be braced at each end and at least every 25 feet of length with 1 x 4 diagonal let-in braces or equivalent. Section 2517 (g) 3. 2j6. Note cross bridging or blocking. Floor joists I and rafters 12" or more in depth shall be supported laterally by bridging -at intervals not exceeding 8 feet, unless both edges are held in line. Section 2506 (h), 2517. /7- Show blocking for floor joists and rafters at ends and at support points. Section 2517 (d) 3. S. Show solid blocking at exterior walls on ' trussed roofs. Section 2517 (h) 6. 22A. Bearing partitions, perpendicular to joists, / shall not be offset from supporting girders, beams, walls or partitions, more than the depth of the joist. Section 2517 (d) 5. 2/0. Show rafter ties. Rafter ties shall be spaced / not more than 4 feet on center and be just above the ceiling joists, where rafters and ceiling joists are not parallel. Section 2517 (h) 4. 231 Show 1/2" minimum clearance between top plate QD of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). 232. Show double top plate with minimum 45" lap splice. Section 2517 (g) 2. 233 Show or note fire and draft stops at the following locations per Section 2516 (f): a. in. concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot-intervals along the length of the wall. b. at all interconnections between concealed vertical and horizontal spaces, such as occur at soffits, drop ceilings and cove ceilings; C. in concealed spacesbetween stair stringers at the top and bottom of the run and between studs along and in line with the run of stairs if the walls under the stairs are unfinished; and in openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. Draft stops shall be provided in floor- ceiling assemblies and attics in line with" walls separating •tiñit. and separating units from common areas. Section 2516(f). 234 Show nailing will be in compliance with Table 25-Q. & Show stud size and spacing. Maximum, allowable stud heights; bearing wall: 2 x 4 and 2 x 6 max. 101 ; non-bearing: 2 x 4 max. 141, 2 x 6 max. 20'. Table 25-R-3. 23 . Studs supporting two floors, a roof and ceiling must be 3 x 4 or 2 x 6-at 16" O.C. Table 25-R-3. 7/11/91 . , 15 237 Note an A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the building inspector prior to installation. Section 2505. 218. Detail all post to beam and post to footing I connections and reference the detail to the plans. Section 2516 (m). 2h9. Detail shear transfer connections, including / roof and floor diaphragms, to shear walls.. Section 2513. Specify nail size and spacing for all shear / walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. Tables 25 I, 3, K and Section 4714 (d). 241 Provide truss details and truss calculations for this project. Specify truss identification numbers on the plans. /-2. Provide roof framing plan and floor framing plan. Section 302 (d). ,43. Provide framing sections through: Section 302 (d). 244 Specify all header sizes for openings over 4' wide. Section 2517 (g) 5. Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (b). 2?6. Provide calculations for lateral loads, shear / panels, shear transfer and related. Section 302 (b). 2/7. In Seismic Zones 3 and 4, the allowable shear values for drywall in Table 47-1 must be reduced 50% for earthquake loading. This does not apply to win4_1.oading. 216. Show on the plans all structural requirements developed in the structural calculations. Section 302 (d). See additional comments below oratend. . 2/9. Columns and . posts located on concrete or masonry floors . or decks exposed to the weather or to water splash or. in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting above floors unless approved wood or natural resistance to decay or treated wood is used. Section 2516 (c) 4. 24. Individual concrete or masonry piers shall / project at least 8 inches above exposed ground unless the columns or posts which they support are of approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 6. Specify plywood grade and panel identification I index. Table 25-S-I. 212. When roof pitch is less than 3:12, design / ridge as a beam. Section 2517 (h). Y3. If foundation cripple wall studs are less than 14", framing shall be solid blocking or the cripple studs sheathed with plywood. Section 2517 (g) 4. 2~. Cripple wall studs exceeding 4 feet in height / shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Section 2517 (g) 4. Show plywood sheathing over exposed eaves, or / other weather exposed areas, is "bonded with exterior glue." Plywood used for exterior wall covering shall be the exterior type. Section 2516 (g) 3, 2516 (i). 2. Specify truss layout for 30" x 30" attic / access, if equipment occurs in the attic and / detail 30"00" clearance through truss webs. 7. Ridges, hips, and valleyshall be at least I one size larger than supported rafters. Section 2517 (h) 3. In open beam construction, provide strap ties / across the beams at the ridge support. I Section 2501 (b). 259. Note on the plans that "all weather-exposed surfaces shall have a weather-resistive barrier to protect the interior wall covering and that exterior openings shall be flashed in such a manner as to make them weatherproof". Section 1707. Q. FOUNDATION xzwJ.xt2*rS - - - .- - 24. Provide a copy of the project soil report I prepared by a California licensed architect or civil engineer. The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 2905. 26 Per soils report, note on the plan the soils classification, whether or not the soil is expansive, and note the allowable bearing value. Section 2905 (c). 014o OPP'ii,' '1 (-Cz..) 7/11/91 . 26 The foundation plan does.nbt comply with the soils report recommendations for this project. Please review the report and modify design, notes and details as required to show se compliance. " P , i of -fi,e coIs repoYt 263 Provide notes on the foundation plan listing the soils report recommendations for foundations, slab and building pad preparation. 264 The soils report 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: The building pad was prepared in accordance with the soils report; The utility trenches have been properly backfilled and compacted, and; The foundation excavations comply with the intent of the soils report". G Provide a letter from the soils engineer indicating that the project plans and applicable documents have been reviewed and that it has been found that they are in substantial compliance with the soils report recommendation (when Tequired by the soils report). '+f3f( Ietrer 3,16. Show height of all foundation walls. Chapter 23. 267 Show height of retained earth on all foundation walls. chapter 23. 2. If cut or fill slopes exist, show distance of / foundation to edge of cut or fill slopes and show. steepness and heights of cuts and fills. Chapter 29. 7,19. Note on plans that wood shall be 6" minimum / above finish grade. Section 2907 (a). 270 Note on plans that surface water will drain away from building and ..show drainage pattern.. and key elevations. Section 2905 (f). Dimension foundation per U.B.C. Table 29A. Floors Thickness of Supported* Stegiwall Width Depth Footing 1 6" 12" 12" 6" 2 all 15" 18" 7" 3 10" 18" 24" all may support a roof In addition to the floors. Where only a roof is supported, use foundation for one floor. 2/4. Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3. Show foundation bolt site and spacing. / Section 2907 (f). 274. Specify site, I.C.B.0. number and manufacturer / of power driven pins. Show edge and end distances and spacing. Section 302(d). 2/5. If required, show size, embedment and location I of hold down anchors on foundation plan. Section 302 (d). 276 If hold downs are required, note on the.plans that hold down anchors must be tied in place prior to foundation inspection. Section 305 (e) 1. 277 Show adequate footings under all bearing walls -and shear walls. Section 2907 (b). 27. Unreinforced cencrete shall not be used in / Seismic Zones 2, 3 or 4. Section 2622(a). 2$. Show on the elevations, stepped footings for / slopes steeper than 1:10. Section 2907 (c). Show minimum 18" clearance from grade to / bottom of floor joists and minimum 12" clearance to bottom of girders. Section 2516 (c) 2. 24. Show pier size, spacing and depth into ( undisturbed soil. Table 29-A. Show the size, location and type of all heating and cooling appliances or systems. Every dwelling unit shall be provided with heating facilities capable of maintaining a room temperature of 70 degrees F. at 3 feet above the floor in all habitable rooms. Show basis for compliance. UBC Sec. 1212. Note on the plans that the FAU closet or alcove oust be 12 inches wider than the furnaces being installed. UMC Section 704. I . 2'z. Show minimum underfloor access of 18" x 2419 . I Section 2516 (c). Show minimum underfloor ventilation equal.to / sq. ft. for each 150 sq. ft. of underfloor area. Openings shall be as close to corners as practicable and shall provide cross ventilation on at least two approximately opposite sides. Section 2516 (c) 6. R. IANTCAL (19 as UNIF04 )ANICAL CX)DEI .etit4aled C wet, All heating, ventilating, and cooling systems and appliances shall.-comply with-the Uniform Mechanical- Code. 7/11/91 17 Show minimum 30" deep unobstructed working space in front of furnace. Section 505, UMC. Note on plans: "Furnace clearances to be per manufacturer's listing." Section 504, UMC. Furnace shall not be installed in any bedroom, bathroom or in a closet or confined space with access only through such room, unless specified as direct vent appliance, enclosed furnace or electric heating appliance. Section 704 UMC. Show source of combustion air to furnace, per Chapter 6, UMC. Show access to the attic containing equipment to be minimum 30 inches by 30 inches. The opening may be 22 inches by 30 inches if the equipment can be removed through such opening. Section 708 UMC. 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 708 UMC. Show permanent electrical outlet and lighting fixture controlled by a switch for furnace located in attic or under floor space. Section 708 & 709 UMC. Show details to comply with Section 709 for furnace under the floor, or Section 710 for roof or outside furnace. Fire dampers cannot be installed at combustion air ducts. UMC Section 602(b) Show I.CB.0. approval number for prefab fireplace. Show height of chimney above roof per I.C.B.0. approval or Table 37-B. Note on plan: "Gas vents and noncombustible piping passing through three floors or less shall be effectively draft stopped at each floor or ceiling." UBC Section 1706 (a) 6. S. iICAL (1990 NA11O(AL ELE=CAL (XiDE All wiring shall comply with the National Electrical Code. Show on the plan the amperage of the electrical service, the location of the service panel..and the location of any sub-panels. If the service exceeds 200 amps, provide a single line diagram and load calculations including: Wiring method employed. Sizes of all conductors, switches, circuit breakers, fuses, and conduits. C. Approximate length of service feeders. d. Panel schedules. Note on the plans: "Electrical outlets shall be installed in accordance with NEC Article 210-52". Note on the plans: "Lighting outlets controlled by a wall switch shall be provided in accordance with NEC Article 210-70". Note on the plans: "Light fixtures installed in clothes closets will comply with NEC Article 410-8". Note: convenience outlets in bathrooms, kitchen counter top(s) within 6 feet of the kitchen sink, outdoors, and in garages and basements (other than for laundry and similar equipment) shall be GFI protected. NEC Art. 210-8. Note electrical system ground to be provided per NEC Art. 250-81. T. PLUMBThG (1988 UNTFO4 PU1M8I (X)DE) cI e 4 sef.S Show water heater size, type and location on plans. UPC Section 1301. Fuel combustion water heater shall not be installed in bath or bedroom or in a closet opening into bath or bedroom. UPC Section 1309. Show source for providing combustion air to fuel burning water heater. If wall opening in an enclosure are used, at least one-half of the required opening area shall extend into the upper twelve inches of the enclosure and one-half within the lower twelve inches. UPC Section 1307. Provide adequate barrier to protect water heater from vehicle damage. An 18" platform for the water heater does not satisfy this requirement. UPC, Section 1310. Show T and P Valve on water heater and show route of discharge line to exterior. UPC Section 1007 (e). Provide dryer vent to outside. UMC Section 1903. Provide clothes washer hook-ups at the ratio of 2 for each ten units. Title 24, Part 3. Shower stall shall accommodate a 30" circle and have a minimum floor area of 1,024 sq. in. UPC 909 (d). Show that water heater is adequately braced to resist seismic forces, when not connected by rigid pipe. UMC Section 504(d). Provide complete water line sizing calculations. Show pressure, fixture units, GPM and maximum developed length. Provide complete gas line sizing calculations. Show total CFH input and maximum developed length. Show all equipment. Provide complete drain, waste and vent plans. U. VY CONSERVATION 3X. Provide plans, calculations and worksheets to / show compliance with the energy standards. Title 24. 3. The regulations require a properly completed / and properly signed Form CF-1R to be either imprinted on the plans, taped to the plans or cky backed" on the plans, to allow the building inspector to readily compare the actual construction with the requirements of the approved energy design. 3I9. Section 1403(a)l, Title 24, states that Form / CF-1R shall be signed by the person responsible for its preparation. The signer shall be a civil engineer, mechanical engineer, electrical engineer, architect, general building contractor, mechanical contractor, or electrical contractor licensed or registered to practice by the State of California or other individual eligible under Division 3 of the Business and Professions Code to sign such documents. Document signers are subject to the limitations in Division 3 of the Business and Professions Code. Please provide the signature. 320 All energy items shown on the plans must be in agreement with the information shown on the properly completed Form CF-1R. Specify on the building nians all of the mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Energy-Conservation Reouirements". 3/2. Show the make, model and efficiency of the ' space heating (or cooling) system and provide heat loss calculations if the output exceeds 45,000 BTU/Hr. 3j3. For room additions, show that the glazing area I of the addition does not exceed l6 of the newly-conditioned floor area, plus glazing removed or relocated due to the addition. 324 Provide fluorescent general lighting in kitchen(s) per CAC, Title 24, 2-5352(3). V. CARLSBAD R-1 S(JPPLDIT 325 Show details for vaterprocfing masonry walls below grade where interior finished floor exists. (City Policy No. 60-8). All new residential buildings, including / additions, require a soils report. Please submit two copies. 327. New residential units must be pre-plumbed for future solar water heating. Note "two roof jacks must be installed" where the water heater is in the one story garage and directly below the most south facing roof. (City Ordinance No. 8093) 328 Note "two 3/4" copper pipes must be installed to the most convenient future solar panel location when the water heater is not in a one story garage and is not directly below the most sough facing roof. (City Ordinance No. 8093) All piping for present or future solar water heating must be insulated when in areas that are not heated or cooled b7 mechanical means (City Policy). 330. Show fans are duct type; City Policy does not permit ductless fans. E )buildings Provide an automatic sprinkler system in which are two or more stories in height and where the floor level of one or more stories or a basement lies below the lowest point of vehicular access for fire department apparatus, as daterined by the Fire Chief. CIcf< -j-i-Q c(et. S Automatic sprinklers áié required for buildings having an aggregate floor area of 10,000 sq. ft. or more. checkZ ,.itth -Pire c( ep € pwser c4,i1 CF.. ,)e... sh'..t' nrPo.. o. -+k C'tl(S hot l*o ()l(vt.( ('n I CS c40i..1 iio wr4.) d RIDA cbijs "I'll r-..--//.c ) I)A,r4:i r1,,-k a// vn,do&i 7I 17/91 1 19 3 3. Automatic fire sprinklers required for buildings of 10,000 sq. ft. or more may be also used for other purposes and benefits as required or permitted by the Uniform Building Code. Exception: sprinkler systems installed in one and two story residential buildings containing fewer than 16 attached dwelling units in accordance with the Carlsbad Fire Department Standards for Residential Sprinkler Systems may not be used for building code substitutions or area increases allowed by Chapter 5 of the U.B.C; however, "standard" sprinkler systems installed throughout in R occupancies will oualify for substitutions and other benefits allowed for sprinklers in the U.B.C. /4. Buildings of Type I-F.R., II, III, and IV construction having floors used for human occupancy located more than 35 feet, but less than 55 feet above the lowest level of fire department vehicle access, shall comply with the requirements of Section 1807, except Sections 1807(c)2, 1807(e)1, 1807(f)4, 1807(f)8, 1807(h), 1807(i), 1807(j), 1807(k) and 1807(1). There is no alternate to sprinklers by using compartmentation. 33A. Group B, Division 2 office buildings and Group / R, Division 1 occupancies, where floors used I for human occupancy are located more than 55 feet above the lowest level of fire department vehicle access, shall comply with the provisions of Section 1807. There is no alternate to sprinklers by using conpartamentation. 336 Condensate drains must connect to a wet trap as dry traps are not permitted. (Memo 1/14/83). 337. The use of flexible metal conduit as a grounding means must comply with City Policy 84-36. 338 Note horizontal feeders in multiple occupancy combustible frame dwellings, except duplexes, shall be installed underground or outside the building unless approved by the Building 0fficial. (City Policy 84-37). 339 IJFER Ground is required. (City Policy). 0. Romex is not permitted in industrial buildings. 341. No wiring is permitted on the roof of a building and wiring on the exterior of a building requires approval by the Building Official. 342 Type Wi and Type MIC may be used in residential construction not exceeding two stories and three story residential structures if the Building Official approves. G Provide single line if service exceeds 200 amps. (3w) Electrical sub-panels cannot be in concealed locations. (City Policy 80-10). S Condominium units, either R-1 or postage stamp R-3's, less than 1,000 sq. ft. must have minimum 60 amp service and those over 1,000 sq, ft. must have minimum 100 amp service. (City Policy 83-33). Provide details of roof drains to show compliance with City Policy 84-35. 347 Roof mounted equipment must be screened from view. Policy 80-6. G All structures require a Class B roof covering. 349 All chimneys attached to any appliance or fireplace that burns solid fuel shall be equipped with an approved spark arrester. The net free area of the spark arrester shall be not less than four times the net free era of the outlet of the chimney. The spark arrester screen shall have heat and corrosion resistance equivalent to 12 gauge wire, 19 gauge galvanized wire or 24 gauge stainless steel. Openings shall not permit the passage of spheres having a diameter larger than 1/2- inch and shall not block the passage of spheres having a diameter o less than 3/8- inch. 36. In other than single family dwellings, wood / beams supporting more than one floor or one roof in a fire-rated floor ceiling assembly must be individually protected per NRB-250, or be changed to steel protected per Table 43-A, or may be fire retardant treated heavy timber or glu-lam, or the area can be sprinklered in lieu of the fire rating (Memo 12/6/83). 351 In type V-one-hour provide one-hour protection on the structural beams and columns supporting the exit system. 352. Floor drains must have auto-prime (City Policy). For gas piping underslabs that serve kitchen / island cooktops, see the attached Policy 91-46 for special sleeve and clean-out requirements. 354 Polybutylene and C.P.C.V piping for residential hot or cold water piping is not permitted (City Policy, Memo 1/26/82). 355 Note that a four-inch property line sewer cleanout will be installed in a grade level box. Policy 80-3. 7/17/91 20 3/6. For R-1 occupancy City Ordinance 9792 requires single car garages have minimum clear area 12x20; double garage needs minimum 20x20. No washing machines, etc. in clear space. MISCELLAMMUS 357 Please see additional corrections, or remarks, on the following page. 358 To speed up the recheck 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. 359 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 check. es NrE: The following provisions are contained in Title 24, Part 2, California Building Code, as adopted and enforced by the State Fire Marshal. They are provided here as a courtesy to assist designers in developing the project documents. All applicable provisions may not necessarily be included. Please direct any questions zgaLding intazpretations of these provisions to the local Fire Department. S-i. Walls of corridors and exterior exit balconies in Groups A,E,I,R-1 and C Occupancies having an occupant load of more than six persons and in all other occupancies having an occupant load of 30 or more shall be not less than one-hour fire-resistive construction. Section 3305(g)l. Note on the plans that approved floor-level exit signs shall be provided (applies to interior corridors of a hotel, motel or apartment house). Further note that such signs shall be installed in such a manner so as not to create a trap or hazardous condition for wheelchair footrests. Section 3314(e). Note on the plans that when exit signs are required by Section 3314(a), all interior. corridors serving guest rooms of a hotel or motel shall be provided with approved floor- level exit path marking. This does not apply to apartments or condominiums. Section 3314(f). Area separation walls shall not be considered to create separate buildings for the purpose of automatic fire-sprinkler system requirements as set forth in Chapter 38. Section 505(e)6. }XTIOI: Buildings separated by continuous area separation walls of four-hour fire-resistive construction without openings. Buildings required to have automatic fire- sprinkler protection as set forth in Section 13113 of the Health and Safety Code (homes for children or the aged) are prohibited from using area separation walls in lieu of automatic fire-sprinkler protection. S-S. Every apartment house three or more stories in height or containing more than 15 apartments, every hotel three or more stories in height or containing 20 or more guest rooms, shall have installed therein an automatic or manually operated fire alarm system. Such fire alarm systems shall be so designed that all occupants of the building may be warmed simultaneously and shall be in accordance with the California Electrical Code. See Sections 1807 and 1907 for special requirements in buildings over 75 feet in height. rarri0(: A fire alarm system need not be installed, provided such apartment house or hotel is separated by an unpierced wall of not less than four-hour fire-resistance in buildings of Type I, Type II FR, Type III or Type IV HI construction and two-hour fire resistance in buildings of all other types of construction provided: c. Areas do not exceed the number of apartments or guest rooms stipulated. The fire-resistive wall conforms to the requirements of Section 505(e)3. The wall complies with all other applicable provisions of the U.B.C. The wall extends to all outer edges of horizontal projecting elements, such as balconies, roof overhangs, canopies, marquees or architectural projections. S. No openings are permitted for air ducts or similar penetrations, except that openings for pipes, conduits and electrical outlets of copper, sheet steel or ferrous material shall be permitted through such wall and need not be protected, provided they do not unduly impair the required fire resistance of the assembly. 6. Tolerances around such penetrations shall be filled with approved noncombustible materials. S-6. Section 1807 should be reviewed for all high- rise buildings. 7/17/91 21 s-i. If emergency warning systems are required, they shall activate a means of warning the hearing impaired. Flashing visual warnings shall have a frequency of not more than 60 flashes per minute. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan check for your project. If you have any questions regarding these plan check items, please contact_________________ DAtJff) at Esgil Corporation. Thank you. Enclosures: 7/17/91 22 CONMADW WITHIN JOB SPEC371CATION )4AJWAI0RY ENERGY cONSJAiION REQUIMMM OF THE SLUE OF CALIFORNIA All heating, ventilating, air conditioning, and water heating equipment shall meet all of the requirements of the Appliance Efficiency Standards and shall be certified by the California Energy Commission. A two stage thermostat, which controls the supplementary heat on its second stage, shall be provided for heat pumps. Thermostats shall be equipped with an automatic setback, which the building occupant can program to automatically set back the thermotat twice in 24 hours. Equipment which requires preventive maintenance to maintain efficient operation shall be furnished with complete necessary maintenance information. All gas-fired fan type central furnaces, gas-fired fan type wall furnaces, and cooking appliances shall be equipped with an intermittent ignition device. All fan systems exhausting air to the outside shall be provided with backdraft dampers. All transverse duct, plenum, and fitting joints shall be sealed with pressure sensitive tape or mastic to prevent air loss and shall be insulated to conform to the provisions of Section 1005 of the UMC, 1982 Edition. - A vapor barrier is required in climate zone 1, lIe, and 16. All manufactured windows and sliding glass doors shall meet the 1972 ANSI air infiltration standards and shall be certified and labeled. . All swinging doors and windows leading to unconditioned areas shall be fully weather-stripped. (U) Storage type water heaters and storage and backup tanks for solar systems shall be externally wrapped with R-12 insulation or greater. The five feet of pipe closest to the water heater, if outside conditioned space, shall be insulated with a minimum of R-3. Steam and steam condensation-returi piping and recirculating hot water piping outside the building envelope shall be insulated in accordance with T20-1406(d). Lamps used in luminaries for general lighting in kitchens and bathrooms shall have an efficiency of not less than 25 lumens per watt. Showerheads and faucets shall be equipped with flow restrictors as outlined in the appliance efficiency standards and shall be certified to the Energy Commission. Masonry and factory-built fireplaces on exterior walls, shall be equipped with, tight-fitting, closeable metal or glass doors covering the entire opening of the firebox; a combustion air intake equipped with a readily accessible, operable, and tight fitting damper to draw air from the outside of the building; -and a tight fitting flue damper with a readily accessible control. Insulation used shall comply with California Quality Standards. The insulation installer shall post.a signed certificate ... Section.276.. Insulation Certificate (All Occupancies). After installing insulation, the installer shall post in a conspicuous location in the building a certificate signed by the installer and the builder stating that the installation conforms the requirements of Title 24, Part 2, Chapter 2-53, and that the materials installed conforin.with the requirements of Title 20, Chapter 2, Subchapter 4, Article 3. The certificate shall state the manufacturer's name and material identification, the installed "R" value, and (in applications of loose fill insulation) the minimum installed weight per square foot consistent with the manufacturer's labeled density for the desired "R" value. For infiltration control all openings and penetrations must be caulked and sealed, such as around windows, at sole plates, and openings for utility pipes and wires. 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IL)I niLI ,i. ____'rAt 3. _4— I&. _# '.'ourr_/F-_VE(rc..At.. 1E 49vj 'WATE.R wir L.sflbiJ (\. I'% fZoJIl7 1)ES%&, _1R.S€CTh( _P)MP irjtL-LjVe _WA5Hiii&_ncfli&3E t Dw!J' _ tjCALL_DAiiJi_&ji. cuio _sJiiti_ &-T-ckcL.4--% kJO 4-b. PLM( ODRX=Olf MECHANICAL JUPJ.Icnor: DA:_ALkH1S1 7 __ __ DcuAux PtJJ( QIF. )aflB1Z: - 11 O PW( u Iit: Oc.tf-çou $T_I_W51_fJOMIpJiWA_ 0 - - - MA -- - IiW1t4W'aitT1 ON 'irxrn - ELECTRICAL PLAN CORRECTION SHEET JURISDICTION: PAGE: 1 / PLAN CHECK NUMBER: 9 / - / / SET:_______________________ PLAN CHECKER: DARRELL MORRISON DATE: 8 I 2 7 / 1-Si-4TaI PECJJ' U Ff- UI'J U k EC 250 - .9/ (c) 2 ETIeJ3 o - .2 I 3 i-JO J TH / &.OU,'J 1 i 772D i..J t r- A-t-J 3 \.J A:?- E 14 0 Pe 2S, - / 4- JO iJ 76 /TJ 7 I Et H T El ~-JO'J 7l-1. UF'At.1EL. FbE 41?-if' 'T / Co cL..24LY RFEE,L/CE 444 rlA.',tJ ,vcY r?Aii.J Lucf, A/SC. 23cra-7/ 7 ?-1O 1J 7M &V7'R Te'7E 1-,'O QJE GfrJA/O/ AiC- uyç &/714fj4..J HP" ija ki E..C_(, SQ, - 25 C d ic- ci c> u r- S, . g ,jr,pr CLgOJT BuT /tJ(UD --4OS ___ ELECTRICAL PLAN CORRECTION JURISDICTION: £AL4JJ SHEET 2. / 3 PAGE: PLAN CHECK NUMBER: - I 1O SET: PLAN CHECKER: DARRELL MORRISON DATE: es / 27 /471 uso je,,JC a Ai ysj /_ri m.-i I,Jc,- EL6r/ C. P9Z tJt.0 22o-32(e(p). '3 f T-1 -ri Aç M -r -iô i RIF CHPT 93 -B ,Ai'i P (&) , - 5, IiV1,Dp4-L U,.J -r LCA-u 4L c' m osE Zoo - C1E~K EJ EA-L P7A Lif. T PE iEc 2 1 0 -2.. (a) (Dii-r )%.J . I i rJ & R o u -rr srl uT & )PPU EO Er A £r1A u._&PPLi A tJcE 4-i.J k/ L) I T AJLC.. 2 JC — 2. C i-i L IC H -r r rJ C=- Our 7S CJ1%J6f7 , 7-/ C/ f .' / 34 LJ47e. 770 cuET JEC_ 2-152.0 3 ir fIcrLg 5 , ,.4 OUi2 -t.J TJC/'X/ 75 AI&. 216— 7o (&) /4. L-1 Q i'J ccfr1fr1t,-J ri' \JITt-4 ,'Jo 5 QAJQ&fr47 7'(a..) L5 F I __ c. 2-ii r1 / REu'c,, JURISDICTION: PAGE: 3 j 3 PLAN CHECK NUMBER: 7) 1)ô SET: PLAN CHECKER: DARRELL MORRiSON DATE: / 27 A " r7ALLJ74'AJ \ XLItJ& g "3 P,4 LE. C4L J/RJ AJ6- A,'Jf ___ 4I-1I4LL 1iJ47-AL4_ED /L/ ATi 1 / /D i-i.4LL JA1r i 777 z P4iZ AJEC 2 JO -5 &I) 210-52(c) REVISION N EC-43 210-52. Dwelling Unit Receptacle Outlets. (c) Counter Tops. In kitchens and dining areas of dwelling units a receptacle outlet shall be installed at each counter space wider than 12 inches (305 mm). Receptacles shal! be Installed so that no point along the wall tine Is more than 24 Inches (610 mm), measured hOrizontally from a receptacle outlet In that space. Island and penlnéular counter tops 12 lnches(305 mm) or wider shall have at least one receptacle for each four feet (1.22.m) of counter top. Counter top. spaces separated by range tops, refrigerators, or sinks shall be considered as separate counter top spaces. Receptacles rendered inaccessible .by appli- ances fastened in place or appliances occupying dedicated space shall not be considered as these required outlets. To ensure that a sufficient number of receptacle outlets are installed at counter top spaces. An ever increasing number of electrical appliances are being utilized at counter tops, including coffee makers, radios, can openers, toasters, etc. Many of these portable appliances are now supplied with cords that are less than 6 feet in length. Dwelling Unit -Receptacle Outlets. Counter .Tops 210-52(c) I 2—I qp I-2'—I-2'—I 4 Ref. GFCI 211 T ® 2' I. Kitchen or ®. : .. Dining Area I-2'—I 4'- -- I GFCI GFCI 4, 210-70(a) REVISION NEC-44' 210-70. Lighting Outlets Required. lighting outlets shall be installed where specified in. (a) and (b) below. (a) Dwelling Unit(s). At least one wall switch-controlled lighting outlet shall be installed in every habitable' roDm; in bathrooms, hailways, stairways, attached garages, and detached garages with electric power; and at outdoor entrances or exits. (FPN): A vehicle door in an. attached garage is not considered as an outdoor entrance At least one lighting outlet controlled by a light switch located at the point of entry to Ithe attic, underfloor space, utility, room, and basement shall'.be installed in art attic, undcrfloor space, utility room and basement' only where these spaces are used for storage or contain equipment requiring servicing. The lighting joutlet shall be provided at or near the equIpment, requiring servicing. . Where lighting outlets are installed according to (a) above in Interior stairways, there shall be a wall switch at each floor level to control the lIghtlngoutlet where the difference between floor levels is six steps or more. •. . ' . To reduce the. likelihood of injury to personnel who must service equipment located in attics, underfloor spaces, utility rooms, and basements where the spaces are used for storage. or contain, equipment requiring service and to reduce the use of extension cords in such locations. The additional requirement, to include a wall switch at each floor level to control lighting outlets where the difference between floor levels is six steps or more, is intended to reduce the likelihood of injury to personnel due to tripping in unlighted stairways. . I This applies only to dwelling units with access to the attic, underfloor space, utility room, or basement, and only to those spaces that are used for storage or contain equipment requiring servicing. The requirement for switches at stairways applies to dwelling units with levels separated by six steps or more. Lighting Outlets Required Interior Stairs 21070(a) .I S3 T S3 F] Six. Steps or More 13 210-52(h) NEW N EC-43 210-52. Dwelling Unit Receptacle Outlets. (h) Hallways. FOr hallways of 10 feet (3.05 m) or more In length at least one receptacle outlet shall be required. As used in this subsection the hail length shall be considered the length along the centerline of the hall without passing through a doorway. - To reduce the need for extension cords and also to reduce the strain imposed upon the cord and cord cap of equipment such as vacuum cleaners, etc. This applies to dwelling units with hallways 10 feet or more in length. Dwelling Unit Receptacle Outlets Hallways 21 O-5"' 11 4. Dates_____ Jurisdiction CARLSBAD Prepared bys Bldg. Dept. 174V 12 VALUATION AND PLAN CHECK FEE j Esgil PLAN CHECK NO. qi-1I9g BUILDING ADDRESS - oI s+. APPLICANT/CONTACT -f_C.Fo/-1ar11 PHONE NO.4'?—a43 BUILDING OCCUPANCY //B—//J'II..JDESIGNER PHONE_____________ TYPE OF CONSTRUCTION t'— / hi- CONTRACTOR PHONE___________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE tr4p (p1 -I) /41 (u Air Conditioninz Commercial Residential Res. or Comm. Fire _Sprinklers Total Value . L4o,8'C7 pfrIi, oppIc4-: Building Permit Fee $_________________________________________________________ Plan Check Fee s 5 2973 COIl llENTS : SHEET /OF1 12/87 3 () . om re C4 BUILDING PLANCHECK ENGINEERING CHECKLIST DATE: PLANCHECK NO. C LU L'--. 123 S R T D D ITEM COMPLETE ITEM INCOMPLETE NEEDS YOUR ACTION ITEM SELECTED C C C H H E E E K/K K E-71 El E PROJECT ID:AM LEGAL REQUIREMENTS Site Plan Provide a fully dimensioned site plan drawn to scale. Show: north arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimension setbacks. Show on site plan: Finish floor elevations, pad elevations, eytions of finish grade adjacent to building, existing topographical lines, existing and proposed slopes, driveway with percent (%) grade and drainage patterns. E E . Provide legal description and Assessors Parcel Number. Discretionary Approval Compliance 4. No Discretionary approvals were required. E . Project complies with all Engineering Conditions of Approval for Project No._________________ HJ ut''. Project does not comply with the following Engineering Conditions of Approval for Project No._________________ Conditions complied with by:LkI Date:________ Field Review Field review completed. No issues raised. Field review completed. The following issues or discrepancies with the site plan were found: 000 A. Site lacks adequate public improvements E B. Existing drainage improvements not shown or in conflict with site plan. E E E C. Site is served by overhead power lines. P:\D0CS\MISF0RMS\FRM0010.DH REV. 02/27/91 01:10 D. Grading is required to access site, create pad or provide for ultimate street improvement. El El El E. Site access visibility problems exist. Provide onsite turnaround or engineered solution to problem. ElEl El F. Other:_________________________________________ Dedication Reauirements El El El . No dedication required. 10. Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8½" x 11" plat map and submit with a title report and the required processing fee. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. The description of the dedication is as follows:__________________________ Dedication completed, Date By:_ Improvement Reauirements El El El11. 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. 12. Public improvements required. This project requires construction of public improvements pursuant to Section 18.40 of the City Code. Please have a registered Civil Engineer prepare appropriate improvement plans and submit for separate plancheck process through the Engineering Department. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit. The required improvements are:_______ CWL4'J af'1 JJ M(thd Improvement plans signed, Date: by: P:\D0CS\I4ISF0RMS\FRM0010.DH REV. 02/27/91 13. Improvements are required. Construction of the public improvements may be deferred in accordance with Section 18.40 of the City Code. Please submit a letter requesting deferral of the required improvements together with a recent title report on the property and the.appropriate processing fee so we may prepare the necessary Future Improvement Agreement. The Future Improvement Agreement must be signed, notarized and approved by the City prior to issuance of a Building Permit. Future Improvement Agreement completed, Date:____________ By:_____________________ E E E 13a. Inadequate information available on site plan to make a determination on grading requirements. Please provide more detailed proposed and existing elevations and contours. Include accurate estimates of the grading quantities (cut, fill, import, export). E E E 14. No grading required as determined by the information provided on the site plan. 15. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted for 47, 2!U separate plan check and approval through the Engineering Department. NOTE: The Grading Permit must be issued and grading substantially complete and found acceptable to the City Inspector prior to issuance of Building Permits. Grading Inspector sign off. Date: byflVl'3/ *)& 3ZI-'-IA Miscellaneous Permits E E E 16. Right-of-way Permit not required. F A4 . 17. Right-of-way Permit required. A separate Right-of-Way Permit issued by the Engineering Department is required for the following:________________________________________ Sewer Permit is not required. Sewer Permit is required. A sewer Permit is required concurrent with Building Permit issuance. The fee required is noted below in the fees section. - 1, do 20. Industrial Waste Permit is not required. P:\DOCS\MISFORMS\FRMOOIO.DH REV. 02/27/91 Industrial Waste Permit is required. Applicant must complete Industrial Waste Permit Application Form and submit for City approval prior to issuance of a Building Permits. Permits must be issued prior to occupancy. Industrial Waster Permit accepted Date: By:_________ s Reauired roi;k ? Park-in-Lieu Fee Quadrant: / Fee per Unit: .Fees:_____ 23. Traf~4mpact Fee Fee Per Jhit: a) 1 Fee: C) Li,4J6724. Bridge and Tho ,sv As72,crFee Per Unit,, fare Fee 1 Fee: d. 17 Fee: 1sThMF 7)NNDU's5X_U,I0: 8oco Fee: 4,0. Ob 91 25. Public eu1ities Fee ?equ Fa92iies Management Fee Z Sewer Fees Permit No. 5691 Benefit Area: N/A Sewer Lateral Required:-VF Fee:_______________ 29. REMARKS: PLEASE Abt)S?O1_ELE\JAT(J Aft)f'.Jt) ?OPOsEt_5rE.__Sfkua ALL Pt?oPsED 1F LATEtML. AUTHORIZATION TO ISSUE PERMIT BY: DATE: P:D0CS\M1SF0RMSFRM0010.DH REV. 02/27/91 21. Industrial Waste Permit is required. Applicant must complete Industrial Waste Permit Application Form and submit for City approval prior to issuance of a Building Permits. Permits must be issued prior to occupancy. Industrial Waster Permit accepted - Date: 'By: Fees Required O 1. 27. Park-in-Lieu Fee • Quadrant: Fee per Unit:_____________ • Total Fees:_____ Traffic Impact Fee I'1L A Fee Per Unit:J'14rQT j(J/ Total Fee:________ O Bridge and Thorough fare Fee Fee Per Unit:' Total Fee:__________ Public Facilities Fee required. O Facilities Management Fee Zone: Fee:kIcr, 29 Sewer Fees Permit No. EDU's Benefit Area: _N/A Fee:______________ 13 Sewer Lateral Required:' Fee:_______________ REMA.RKS:_________________________________________ U1-rr • ENGINEERING AUTHORIZATION TO ISSUE PERMIT BY: S. SO1EtELL DATE: -9 3Ui'4 32 IZELEXIED R/2 S, 14OJY90 9 JUN 9 2. P:\D0CS\I41SF0R$SFRMO010.DH REV. 02/27/91 Compliance with conditions of approval? Conditions of Approval iGi1.esa 312 7. California Coastal COInmiSSjSMi Permit Required: YES - NO - PLANNING CHECKLIST Plan Check No. 9fr1/?O Address 27o /Oaeckn &-free+- Planner Oo,u /tle..zi Phone 438-1161 ext. (Name) APN: 203-23/-0IO2 Type of Project and Use S Zone I iQ- 3 Facilities Management Zone _L Legend Item Complete 13 Item Incomplete - Needs your action 1, 2, 3 Number in circle indicates plancheck number where deficiency was identified Environmental Review Required: YES — NO — TYPE C644/77a'v AI. 4. DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval Ye-s. ,"lai-*,r'i,ig reQ,i//'eo/ q.,ç Ot7)-# at Discretionary Action Required: YES ZNO - TYPE C,-T A<ci//izi 10/V k/S "o-qjç, SI27,3I2 3q /VO(1. 29 APPROVALJRESO. NO. 3 / W DATE: Q /7 PROJECT NO.907 1 OTHER RELATEDCASES: l°UO 010-///H4A go-/s Ai 90-2 -' - ' / - - j_ Q__ C San Diego Coast District, 3111 Camino Del Rio South, Suite 200, San Diego, CA. 92108-1725 (619) 521-8036 Compliance with conditions sc' ap oval? If not, state conditions which require action. ;lp Conditions of Approval lothVida on jobm *- loca-6cm ôf-kc c& all /eeJs o'i A4,0.11 *)ructvrs 4c c 4 ybi gdojt1. Cond 4 of-j4 rrf-* 'Hie '1r,vu + o4 I+h -+k ty ti &4. iIs ie )cectfLe Cov ernecj i1O') 4.4 (I;G IjrA N/A muo cc Q.,liT. ccJcie.,ed wmr 4. /'Landscape Plan Required: YES / NO See attached submittal requirements for landscape plans See. City §Oec! /ic&cpe. ticy Site Pla=- a /CZ/1 1. Provide a fully dimensioned site plan drawn to scale. Show: Noah arrow, property lines, easements, existing and proposed structures. streets, existing street improvements, right-of-way width a.,,4 dimensioned setbacks ) 1eLJ&S c( Show on Site Plan: CFinish floor e ations 01 finish grade jiEentto bui1xisting topog existing and proposed slopes and driveway. I Provide legal description of property. Provide assessor's parcel number. Setbacks: Required _____ Shown / Required /0' Shown IC' Required 409 Shown 4Vej Required Sftir!Ire Shown _____ sQceh.d tb4.-a'°. AAed Vfl6ChcY Cotsfci4 -+hdf i Required Can. reqjew* ,, roZ Shown Front: Int.tide: St eet Side: (S Lot coverage: Height: Parking: /arin GO-*V1 tO Required Lf7'. G " Shown "t#.' cA' s cs- Spaces Required /2 Shown /2 Guest Spaces Required 3 Shown 3 Q 13 LJ Additional Comments /iiiW) ) Shfr 117 RbaF The a Io viecta irrI' Wie rureoj 16A Ieycr4 w, & 19 ShthS rv4e. -E,r crc ieve r. OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER L. 71e DATE in /oco,-1jon hcwri Oy je4rqjecjechiJjd q) Shee1- 4-10. I,ulktr keh-t.) /0) 5hee- 4- 0O 1i r1 hekrI- ' Thsh e.'ncIo.ture. v.'4I..c 03-4 vwts )Yrt*A S r'r4et.y O4 ckeke hf E, -1)/Joe "'°' PLNCK.FRM h+Th prop1 ;x-ture u1c1 haue o or riec.r of ° Pf0?A% , "rbl City of Carlsbad April 19, 1993 Ed Mullen Mullen Construction P0 Box 1480 Carlsbad, CA 92018 SUBJECT: ST. TROPEZ WEST PROJECT - CB .91-1190/CT 90-7/PUD .90-11 Dear Ed: This letter is to confirm the requirements for the west elevation of the basement level. The approved plans require solid doors covered with cultured stone. This applies to the entire elevation for the basement level. The intent of this design was to have the basement level of the structure appear as though it is not an-additional level of living area. The project received approval of a variance to the City's height limit and maximum number of stories. This design proposed by the project applicant was used as part of the justification for granting of the variances. To change the elevation to permit sliding glass doors requires approval of a Planned Unit Development Permit Revision by the Planning Commission at a noticed public hearing. City staff only has the discretionary ability to work with you to change the treatment of the basement level from cultured stone to some other type of veneer product that weighs less so that the storage area doors are useable. Should you have any questions or proposals concerning treatment of the west elevation please contact me at (619) 438-1161, extension 4446. Sincerely, DON NEU Senior Planner c: Marty Orenyak, community Development Director Mik e Peterson, Building Inspector DN:lh STROPEZ.DOR 2075 Las Palmas Drive • Carlsbad, California 92009-1576 • (619) 438-1161 City of Carlsbad October 27, 1993 Ed Mullen Mullen Construction P.O. Box 1480 Carlsbad, CA 92018-1480 SUBJECT: PUD 90-11 - 2901 OCEAN STREET (ST. TROPEZ WEST) SPA REQUIREMENT Dear Ed: I have reviewed with the Assistant Planning Director your request to replace the spa for the project with a table. The spa was on the approved plans for the project. Section 21.45.090(g) (2) and (3) of the Carlsbad Municipal Code (CMC) require the project to have an active common recreational facility. The CMC lists examples of active common recreational facilities. City staff cannot approve substituting a table for the spa shown on. the approved project plans. Because the code requires the project to have an active 'common recreational facility it does not appear that the Planning Commission could approve this change as an amendment to the proje&t!s Planned Development Permit as it would not comply with the code. The spa must be provided and be operational at final inspection or the Planning Director will not be able to sign the project off for receiving an occupancy permit. Sincerely, an 71Q24 DON NEU Senior Planner Mike Peterson I)N:vd PU 1)901 1.1Lr 2075 Las Palmas Drive • Carlsbad, California 92009-1576 • (619) 438-1161 2560 ORION WAY CARLSBAD, CA 92008 TELEPHONE (619) 931-2121 Citp of 1arbab FIRE DEPARTMENT PAGE 1 OF_L APPROVED DISAPPROVED PLAN CHECK REPORT PLAN CHECK# PROJECT sr TRO?E. - 1A)Er ADDRESS 2 i o i st- ARCHITECT ERie Fe7/,'ii, ADDRESS 5f14J bi ) PHONE 33-2P OWNER T. 1RrP LJSY ADDRESS ______________ PHONE LI3i,zS OCCUPANCY RI I RI CONST. ___________ TOTAL SQ. FT. STORIES TwoeeF SPRINKLERED 0 TENANT IMP. APPROVAL OF PLANS IS PREDICATED ON CONFORMING TO THE FOLLOWING CONDITIONS AND/OR MAKING THE FOLLOWING CORRECTIONS: PLANS, SPECIFICATIONS, AND PERMITS Provide one copy of: floor plan(s); site plan; sheets Provide two site plans showing the location of all existing fire hydrants within 200 feet of the project. Provide specifications for the following: Permits are required for the installation of all fire protection systems (sprinklers, stand pipes, dry chemical, halon, CO2, alarms, hydrants). Plan must be approved, by the fire department prior to installation. The business owrer shall complete a building information letter and return it to the fire department. FIRE PROTECTION SYSTEMS AND EQUIPMENT The following fire protection systems are required: 'EL.Automatic fire sprinklers (Design Criteria: Si 17l 114 I' BL!)L1J ) O Dry Chemical, Halon, CO2 (Location:, 0 Stand Pipes (Type: 'BFire Alarm (Type/Location: I '< F \L ,q Ri1%. I i iiTO IA'14T7( u1Q7'e At Wti) Fire Extinguisher R,equirements: D. One 2A rated ABC extinguisher for each I-00 0 sq. ft. or portion thereof with a travel distance to the nearest extinguisher not to exceed 75 feet of travel. - 'RAn extinguisher with a minimum rating of 4IA 41U to be located: o Other: - 8. Additional fire hydrant(s) shall be piovided EXITS Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. A sign stating," This door to remain unlocked during business hours" shall be placed above the main exit and doors EXIT signs (6" x 34" letters) shall be placed over all required exiits and directional signs located as necessary to clearly indicate the location of exit doors. GENERAL Storage, dispensing or use of any flammable or combustible liquids, flammable liquids, flammable gases and hazardous chemicals shall comply with Uniform Fire Code. Building(s) not approved for high piled combustible stock. Storage in closely packed piles shall not exceed 15 feet in height, 12 feet on pallets or in racks and 6 feet for tires, plastics and some flammable liquids. If high stock pil- ing is to be done, comply with Uniform Fire Code, Article 81. Additional Requirements. 2 L T7/L oi (2L.4,I< RPc' S?,,rj,<tti I tkET1öS , L. CTht IrS Sii 4SPt iii4 i. Comply with regulations on attached sheet(s). Plan Examiner Date Report mailed to architect _______ Met with _____ Attach to Plans / / SEE S TRUCTURAL CALCS SCANNED SEPARATLEY 1 GEOTECHNICAL INVESTIGATION ST. TROPEZ WEST CONDOMINIUMS 2901 OCEAN STREET CARLSBAD , CALIFORNIA WESTERN • SOIL AND FOUNDATION ENGINEERING, INC. f - /1 9 WESTERN SOIL AND FOUNDATION ENGINEERING, INC. PHONE 746-3553 423 HALE AVENUE AREA CODE 619 EscoNDIDO. CALIFORNIA 92025 April 16, 1990 Charles Rowe California Builders P.O. Box 142 Carlsbad, California 92008 Attention: Charles Rowe Project: Our Job No. 89-33 St. Tropez West Condominiums 2901 Ocean Street Carlsbad, California Subject: Addendum No.1 to our "Report of Geotechnical Investigation" Dear Mr. Rowe: As requested during our phone conversation of April 12, 1990, we have reviewed our "Report of Geotechnical Investigation", dated April 17, 1989, and the new set of building plans, dated January 4, 1990, prepared by Eric Fotiadi, AlA and Associates. We found the plans to be in conformance to the recommendations of our "Report of Oeotechnical Investigation" and this addendum No. 1. Both the original plans (dated November 10, 1988) and the new plans, (dated January.4, 1990), show an elevator shaft for four stories; therefore; additional investigation is not necessary for the proposed four (4) story elevator shaft and related sub-surface elevator ram. Job No. 89-33 Addendum No. 1 April 16, 1990 Page 2 A dewatering system, if employed, shall be designed by a contractor experienced in designing dewatering systems. The design shall be reviewed by our firm prior to construction. The adjacent buildings shall be considered when designing the dewatering system. Respectfully submitted, WESTERN SOIL AND FOUNDATION ENGINEERING, INC. DenniiE7'immerman CE 26676 GE -928 DEZ : sa Distribution: (4) Addressee 4\% ZIi/j\ 2 I Qj J I No.CE26676 ' J1, J>'N CIVIL WESTERN SOIL AND FOUNDATION ENGINEERING, INC. WESTERN SOIL AND FOUNDATION ENGINEERING, INC. PHONE 746-3553 423 HALE AVENUE AREA CODE 619 EscoNDiDo. CALIFORNIA 92029 April 3, 1991 Mr. Charles Rowe California Builders P.O Box 142 Carlsbad, California 92008 Project: Job No. 89-33 Saint Tropez West Condominiums 2901 Ocean Street Carlsbad, California Subject: Update to Report of Geotechnical Investigation Mr. Rowe: In accordance with your request we have performed a surface site reconnaissance and reviewed our Report of Geotechnical Investigation for the above referenced project. The site inspection was conducted on December 7, 1990 by a representative of our firm. We found the, project site to be essentially unchanged since we performed our geotechnical investigation on April 4, 1989. It is further our understanding that the project design has not changed significantly since the publication of our report. The recommendations of our Geotechnical Investigation report dated April 17, 1989 must be followed during the design, grading and building stages of this project. If significant project design changes are to be made, we should be consulted for further recommendations. Final Building and Grading Plans shall be review.ed and approved by our firm prior to earthwork. Job No. 89-: April 4, 1991 Page 2 If you have any questions, please do not hesitate to contact this office. Respectfully Submitted, WESTERN SOIL AND FOUNDATION ENGINEERING, INC.. Dennis E. Zimmerman CE 26676 GE 928 DEZ:kw Distribution: (2) Addressee (2) Mr. Jack McKinnon Brian Smith Engineers, Inc. 2652 State St. Carlsbad, CA 92009 mEss7o% No. CE 26676 I E , cIv1_ - WESTERN SOIL AND FOUNDATION ENGINEERING, INC. WESTERN SOIL AND FOUNDATION ENGINEERING, INC. PHONE 746-3553 423 HALE AVENUE AREA CODE 619 EscoNouDo. CALIFORNIA 92029 April 9, 1991 Charles Rowe California Builders P.O. Box 142 Carlsbad, California 92008 Project: Our Job No. 89-33 St. Tropez West Condominiums 2.901 Ocean Street Carlsbad, California Subject: Structural Street Pavement Section Mr. Rowe: We calculated a structural pavement section for Ocean Street. •A worst case R-value of 5 was assumed. A traffic index of 5.0 was used in the calculations. City of Carlsbad's "Street Design Criteria" indicates a traffic index of 5.0 for local streets. The California Design Method was used. Calculations are attached. For the worst case scenario (RV5), we recommend 3 inches of asphaltic concrete over 10 inches of aggregate base over native subgrade. Aggregate base and the upper -12 inches of native subgrade shall be compacted to at least 95 percent relative compaction. Aggregate base shall meet the minimum requirements for Cal Trans Class 2 Aggregate Base. The actual structural section shall be determined during construction subsequent to performing an R-value on the native subgrade. The minimum section shall be 3 inches of asphaltic Rowe April 9, 1991 Page 2 concrete over 6 inches of aggregatè base over native subgrade. Respectfully Submitted, WESTERN SOIL AND FOUNDATION ENGINEERING, INC. Dennis E, immerman CE 26676 GE 928 DEZ:kw IA Distribution: (4) Addressee Attachment: Calculations (1 sheet) %• ZIAf,,e No. CE 26676 WESTERN SOIL AND FOUNDATION ENGINEERING, INC. WESTERN SOIL AND FOUNDATION ENGINEERING, INC. PHONE 746-3553 423 HALE AVENUE AREA CODE 619 EScONDIDO, CALIFORNIA 92025 April 17, 1989 California Builders P.O. Box 142 Carlsbad, California 92008 Attention: Charles Rowe Project: Job No. 89-33 St. Tropez West Condominiums 2901 Ocean Street Carlsbad, California Subject: Report of Geotechnical Investigation Mr. Rowe: In accordance with your request, we have completed a geotechnical investigation for the proposed project. We are presenting, herewith, our findings and recommendations. The findings of this study indicate that the site is suitable for the proposed development provided the special site preparation and foundation recommendations presented in the attached report are complied with. If you have any questions after reviewing the findings and recommendations contained in the attached report, please do not hesitate to àontact this office. This opportunity to be of professional service is sincerely appreciated. Respectfully submitted, WESTERN SOIL AND FOUNDATION ENGINEERING, INC. Vince Gaby, Staff Geologist mmerman CE 26676 411i S W-i Z. GE 928 VG/DEZ : p1 Attachments Distribution: (6) Addressee GEOTECHNICAL INVESTIGATION ST. TROPEZ WEST CONDOMINIUMS 2901 OCEAN STREET CARLSBAD, CALIFORNIA Prepared For: CALIFORNIA BUILDERS P.O. BOX 142 CARLSBAD, CALIFORNIA 92008 JOB NO. 89-33 APRIL 17, 1989 WESTERN SOIL AND FOUNDATION ENGINEERING, INC. TABLE OF CONTENTS Page Introduction and Project Description 1 Project Scope 1 Findings 2 Site Description 2 Subsurface Conditions 3 Groundwater 4 Recommendations and Conclusions 5 Site Preparation 5 Existing Soil 5 Imported Fill 7 Surface Drainage 7 Earthwork 7 Cut and Fill Slopes 8 Rippability 9 Foundations 9 General 9 Alternate Design 11 Sea Wall 11 Transition Areas 12 Lateral Resistance 12 Retaining Walls 13 Foundation Inspection 14 Field Explorations 14 Laboratory Testing 15 Plan Review 15 Limitations 16 ATTACHMENTS Plate Number 1 Site Plan Plate Number 2 Unified Soil Classification Chart Plate Numbers 3 - 6. : Trench Logs Plate Number 7 Laboratory Test Results Plate Number 8 Fill Slope Key APPENDIX I Specifications for Construction of Controlled Fills WESTERN SOIL AND FOUNDATION ENGINEERING, INC. GEOTECHN I CAL INVESTIGATION ST. TROPEZ WEST CONDOMINIUMS 2901 OCEAN STREET CARLSBAD, CALIFORNIA INTRODUCTION AND PROJECT DESCRIPTION This report presents the results of our geotechnical investigation performed on the above referenced site. The proposed project will be a multi-unit condominium building. It will reach a maximum height of 4 stories. The construction will be wood-framed with slab-on-grade and raised wood floors. Grading plans were not available at the time of our investigation. However, it is anticipated that the building design will basically accommodate the existing topography with some backfill behind retaining walls. In addition to the proposed building, a sea wall will be constructed adjacent to the western property line. The details of its design are not known to us at this time. Should any future development deviate significantly from these assumptions, we should be consulted for further recommendations. The site configuration and exploratory trench locations are shown on Plate -No. 1. PROJECT SCOPE This investigation consisted of a surface reconnaissance, WESTERN SOIL AND FOUNDATION ENGINEERING, INC. -1- subsurface exploration, obtaining representative samples, laboratory testing, analysis of the field and laboratory data and preparation of this report. Specifically, the intent of this analysis was to: Explore the subsurface conditions to the depths influenced by the proposed construction, Evaluate, by laboratory tests, the pertinent engineering properties of the various strata which will influence the development, including their bearing capacities, expansive characteristics and settlement potential, Develop soil engineering criteria for site grading, Determine potential construction difficulties and provide recommendations concerning these problems, and Recommend an appropriate foundation system for the type of structures anticipated and develop soil engineering design criteria for the recommended foundation design. FINDINGS SITE DESCRIPTION: The site is located at 2901 Ocean Street in the City of Carlsbad, State of California. It is rectangular in WESTERN SOIL AND FOUNDATION ENGINEERING, INC. -2- configuration encompassing 0.35 acres. It is bounded to the north and south by multi-unit residential buildings. Approximately 110 feet front Ocean Street along the eastern property line. The beach and Pacific Ocean lie adjacent to the west. The property is set on a moderately steep slope which falls towards the beach. Elevations range from 44 feet (M.S.L.) along Ocean Street to 8 feet along the western property line. Improvements on the site consist of an older two-story residential structure. This building sits in the northeast quarter. The remainder of the area is covered with ice plant, and several large isolated bushes. SUBSURFACE CONDITIONS: •The majority of the subject site is covered with poorly consolidated marine terrace deposits. These are composed of orange, pale yellowish-brown and pale yellow medium sand. The individual grains are well rounded and spheroid.. These sediments are deposited in beds which individually vary from a few inches to a foot in thickness. In exploratory trenches T-2 and T-4; these deposits extend - beyond the limits of our investigation, a depth of 8.0 and 14.5 feet, respectively. Exploratory trench T-2 had to be terminated prematurely due to the-constant caving in of the trench walls. In exploratory trenches-T-1 and T-3, a formational sandstone occurs at a depth of 7 feet. This sediment consists of a pale WESTERN SOIL AND FOUNDATION ENGINEERING, INC. -.- yellow to white, medium to very coarse sand. Its mineral constituents are predominately sub-angular to sub-rounded grains of quartz and feldspar. It is slightly cemented and in a dense condition. The attitude of the sandstone is nearly horizontal. It would, therefore, be expected to underlie the loose sands encountered in trenches T-2 and T-4 at an elevation similar to that occurring In T-1 and T-3. Along the western margin of the. property, the formational sandstone is covered with recent beach deposits. These are composed of a sandy cobble conglomerate with interbeds of gray. fine to medium sand. These materials are very moist to saturated and poorly consolidated. No obvious geologic hazards were observed in any of our subsurface explorations. The main concern on this particular site will be the proper treatment of loose compressible soil as outlined in this report. During the grading operation, a geologist from our firm should periodically inspect the site for adverse geologic conditions. GROUNDWATER:. Free groundwater was encountered in exploratory trenches T-1 and T-3 at depths of 4.5 and 6.5 feet, respectively. In addition, saturated soil was observed from 5 to 8 feet in trench T-2. These readings were taken at low tide. It should be expected that their levels will change with the daily tides. The treatment of groundwater encountered during the WESTERN SOIL AND FOUNDATION . ENGINEERING, INC. earthmoving operation is addressed in the following "Recommendations and Conclusions." RECOMMENDATIONS AND CONCLUSIONS SITE PREPARATION EXISTING SOIL: We recommend that any existing fill, topsoil, colluvium, alluvium and low density soil be removed to firm natural ground from beneath proposed fill and/or pad areas, so that structures will be supported on firm material. Due to the prevalence of compressible, cohesionless sand, this soil should be replaced as a properly controlled fill densified to at least 95% relative compaction. All deleterious materials and oversized debris encountered in this fill should be removed and legally disposed of off-site. Expansive soil was not observed in any of our -subsurface explorations. However, if any expansive material is encountered, it should be kept at least 3 feet below proposed finish subgrade. Expansive soil occurring on cut lots within 3 feet of finish pad grade shall be completely removed and replaced with granular non- expansive soil compacted to a minimum of 95% relative compaction. Based on the findings of this study, the depth of removal will vary from •7.O feet in the area of exploratory trench T-3 to 10 feet in the area of-trenches T-2 and T-4. It should be noted that variations in soil conditions may occur between exploratory trench locations that will require additional removal. WESTERN SOIL AND FOUNDATION ENGINEERING, INC. The horizontal limits of these recommendations should include the area within the perimeter of 10 feet beyond the building exterior. All areas to receive asphaltic or cement concrete pavements, slabs or sidewalks should be treated similarly. In areas where this 10 foot margin is unattainable, footings shall be designed for half the bearing value recommended in this report under the subtitle "Foundations". Eccentrically loaded footings in these areas shall be designed not to exceed this reduced bearing value. The lack of cohesion in the soil material will require shoring designed by a structural engineer to support vertical cuts created within six (7) feet of any existing fences, walls, buildings or other structures. At all other locations the excavations shall be sloped at a minimum inclination of 1:1 (horizontal:vertical) to help alleviate the possibility of slope failure. If the groundwater table is encountered during the removal and recompaction of the existing fill, topsoil, alluvium and low density soil or difficulty is encountered in achieving a minimum of 95 percent relative compaction, then this office shall be consulted for further recommendations. As a minimum, the exposed excavation, after the removal process, shall be stabilized with at least a. two foot thick continuous blanket of gravel. The gravel shall be graded from 3 inches to 1 1/2 inches in size and compacted with a vibratory roller-in accordance with the Soil WESTERN SOIL AND FOUNDATION ENGINEERING, INC. -6- Engineer's recommendations. The horizontal extent of the gravel shall be determined by the Soil Engineer during grading. In addition, a dewatering system with well stations and/or subterranean drains may be required to alleviate groundwater intrusions. Consideration may also be given to performing certain critical aspects of the project during episodes of low tide. As an alternative to the site preparation described above, a system of drilled piers, grade beams and structural slabs may be employed. Recommendations for these are presented later in this report under the heading "Foundations". IMPORTED FILL: Imported fill, if required at this site, should be examined by our office to determine their suitability prior to importing these materials. SURFACE DRAINAGE: Surface drainage should be directed away from structures. The ponding of water or saturation of soils should not be allowed adjacent to their foundations. EARTHWORK: All earthwork and grading contemplated for site preparation should be accomplished in accordance with the attached Specifications for Construction of Controlled Fills. All special site preparation recommendations presented in the sections above will supersede those in the standard Specifications for Construction of Controlled Fills. All WESTERN SOIL AND FOUNDATION ENGINEERING, INC. embankments, structural fill, and fill should be compacted to a minimum of 95%. All utility trench backfill should be compacted to a minimum of 95% of its maximum dry density. The maximum dry density of each soil type should be determined in accordance with A.S.T.M. Test Method D1557-78. Prior to commencement of the brushing operation, a pregrading meeting should be held at the site. The Developer, Surveyor, Grading Contractor and Soil Engineer should attend. Our firm should be given at least 48 hours notice of the meeting time and date. CUT AND FILL SLOPES: We recommend that cut and fill slopes be constructed with a slope ratio of 2.0:1.0 (horizontal:vertical) or flatter, to a maximum height of 5 feet. Cut slopes should be inspected for adverse geologic conditions during the grading operation by a representative of our firm. Fill slopes shall be keyed into dense natural ground. The key should be a minimum of 2 feet deep at the toe of slope and fall with 5% grade toward the interior of the proposed fill areas (please refer to Plate Number 8). All keys should be inspected by the Soil Engineer or his representative in the field. Slopes should be planted as soon as feasible-after grading. Slope erosion including sloughing, ruling, and slumping o surficial soils may be anticipated if the slopes are left WESTERN SOIL AND FOUNDATION ENGINEERING, INC. -8- unpianted for a long period of time, especially during rainy seasons. Erosion control and drainage devices should be installed in compliance with the reguirements of the controlling agencies. RIPPABILITY: All soils encountered in the exploratory trenches are rippable by conventional means to the depths investigated. FOUNDATIONS GENERAL: The structures shall be supported on continuous footings, bearing in on-site soil material recompacted in accordance with the recomendations contained in this report. Footings should be designed with the minimum dimensions and allowable dead plus live load bearing values given in the table below. CONTINUOUS FOOTING PARAMETERS Minimum Minimum Soil Load Number of Depth Width Bearing Value Stories (inches) (inches) (p.s.f.) I 12 12 2000 2 18 15 2500 3&4 24 18 3000 Theminimum depth given shall be -below finish subgrade (bottom of sand cushion). All continuous footings should contain at least one #5 reinforcing bar top and bottom to provide structural continuity and to-permit spanning of local irregularities. WESTERN SOIL AND FOUNDATION ENGINEERING, INC. - -9- Point loads may be supported on square spread footings bearing in compacted on-site soil. These footings may be designed for an allowable dead plus live load bearing value of 5000 p.s.f. (pounds per squarefoot). Spread footings should be at least 36 inches square and founded at least 24 inches in depth below finish subgrade. The soil load bearing values for both continuous and spread footings may be increased by one-third for short term loads, including wind or seismic. Settlements under building loads are expected to be within tolerable limits for the proposed structures. Concrete slabs-on-grade may be supported on compacted on- site soil or dense natural ground. Three inches of clean washed concrete sand should be placed beneath the slab for curing. Slab reinforcing, should be provided in accordance with the anticipated use of and loadings on the slab. In areas where moisture sensitive floor coverings are to be utilized and in other areas where floor dampness would be undesirable, we recommend consideration be given to providing an impermeable-membrane beneath the slabs. The membrane should be covered with two inches of sand to protect it during. construction. The sand should be lightly moistened just prior to placing the: concrete. Care should be taken not to puncture the visqueen.. All joints (laps) in the visqueen should be a minimum of 6 inches in width and sealed with an approved sealer. WESTERN SOIL AND FOUNDATION ENGINEERING, INC. -in- ALTERNATE DESIGN: As an alternative to the removal and recompaction procedure, the structures may be supported on a system of drilled cast-in-place piers with grade beams and structural slabs. Drilled cast-in-place piers should have a minimum diameter of 2.0 feet and be founded at least 5.0 feet into dense formational material. Piers may be designed for an allowable dead plus live load bearing value of 7000 p.s.f. (pounds per square foot). . Excavations for drilled piers should be temporarily encased for cleaning and inspection purposes. Piers may not be belied due to the high water table. Structural slabs should be designed to be completely supported by the pier and grade beam system. Slabs may be cast- in-place, conventionally reinforced or post-tensioned, prestressed concrete. SEA WALL: The proposed sea wall should be supported on continuous footings, bearing a minimum of 3 feet into dense formational sandstone. They shall have a minimum width of 3 feet. These footings should be designed for an allowable dead plus live load bearing value of 5000 p.s.f. At least two #6 reinforcing bars should be placed near the top and one near the *bottom of the sea wailfootings. This will provide structural continuity and permit the spanning of local irregularities.. As with -all foundation excavations, these should be kept WESTERN SOIL AND FOUNDATION ENGINEERING, INC. -11- free of water and washed in sediment. Due to the close proximity to the shore line, this may require continuous pumping. It would be advisable to perform as much of the installation as possible during episodes of low tide. TRANSITION AREAS: Foundations supported partially on cut and partially on fill are not recommended. The tendency of cut and fill soils to compress differently can frequently result in unequal structural support and subsequent cracking to portions of the structure. Therefore, in transition areas, we recommend that the entire cut area be overexcavated and replaced with soils compacted to a minimum of 95%. This overexcavation or undercutting should be carried to a depth of 2 feet below the bottom of the deepest proposed footing. LATERAL RESISTANCE: Resistance to lateral loads may be provided by friction at the base of the footing and by passive pressure against the adjacent soil. For concrete footings in compacted or: dense natural soil, a coefficient of friction of 0.35 may be used. An allowable passive uniform pressure of 200 pounds per square foot of depth acting against the foundation may be used in design. If footings are proposed adjacent to slope areas, we recommend that the footings be deepened to provide a minimum horizontal distance from the outer edge of footings to the adjacent slope face equal to one-half the height of the slope. WESTERN SOIL AND FOUNDATION ENGINEERING, INC. 1, This horizontal distance should be no less than 7-feet and no. more than 10 feet. RETAINING WALLS: Retaining walls must be designed to resist lateral earth pressures and any additional lateral loads caused by surcharge loads. We recommend unrestrained walls be designed for an equivalent fluid pressure of 35 pounds per cubic foot (pcf) where backfill is level: We recommend restrained walls be designed for an equivalent fluid pressure of 35 pcf plus an additional uniform lateral pressure of 6H pounds per square foot where H = the height of backfill above the top of the wall footing in feet. Wherever walls will be subjected to surcharge loads, they should be designed for an additional uniform lateral pressure equal to one-third the anticipated surcharge pressure in case of unrestrained walls, and one-half the anticipated surcharge in the case of restraining walls. The preceding design pressures assume there is sufficient drainage behind the walls to prevent the-build . up of hydrostatic pressures from surface water infiltration. Adequate drainage may be provided by means of weep holes with permeable material installed behind the walls or by means of a system of subdrains. Expansive soils (greater than 3.0 percent swell or an expansive index of 30) shall not be used as retaining wall backfill material. Backfill placed behind the walls should be compacted to a minimum degree of compaction of 95% using light compaction WESTERN SOIL AND FOUNDATION ENGINEERING, INC. -1 - equipment. If heavy equipment is used, the wall should be appropriately temporarily braced. FOUNDATION INSPECTION: All footing and drilled pier excavations should be inspected by the Soil Engineer prior to placing reinforcing steel and concrete. FIELD EXPLORATIONS Four subsurface explorations were made at the locations indicated on the attached Plate Number 1 on April 4, 1989. These explorations consisted of trenches excavated by a Kubota Kh-170L trackhoe. The trenches were carefully logged when made. The field work was conducted under the observation of our geology and soil engineering personnel. The logs are presented on the following Plate Numbers 3 through 6. The soils are described in accordance with the Unified Soils Classification System as illustrated on the attached simplified chart on Plate Number 2. In addition, a verbal textural description, the wet color, the apparent moisture and the density or consistency are presented. The density of granular material is given as either very loose; loose, medium dense, dense or very dense. The consistency of silts or clays is given as either very soft, soft, medium siff, stiff, very stiff or hard. Samples of typical. and representative soils were, obtained and returned to our laboratory for testing. WESTERN SOIL AND FOUNDATION ENGINEERING, INC. -14- LABORATORY TESTING Laboratory tests were performed in accordance with the generally accepted American Society for Testing and Materials (A.S.T.M.) test methods or suggested procedures. Test results are shown on Plate Number 7. PLAN REVIEW Western Soil and Foundation Engineering, Inc. should review the grading plans prior to the start of grading. WESTERN SOIL AND FOUNDATION ENGINEERING, INC. . r LIMITATIONS The recommendations presented in this report are contingent upon our review of final plans and specifications. The soil engineer should review and verify the compliance of the final plans with this report and with Chapter 70 of the Uniform Building Code. It is recommended that Western Soil and Foundation Engineering, Inc. be retained to provide continuous soil engineering services during the earthwork operations. This is to observe compliance with the design concepts, specifications or recommendations and to allow design changes in the event that subsurface conditions differ from those anticipated prior to start of construction. Western Soil and Foundation Engineering, Inc. will not be held responsible for earthwork of any kind performed without our observation, inspection and testing. The recommendations and opinions expressed in this report reflect our best estimate of the project, requirements based on an evaluation of the sub- surface soil conditions encountered at the subsurface exploration locations and the assumption that the soil conditions do not deviate appreciably from those encountered. It. should be recognized that the performance of the foundations and/or cut and fill slopes may be influenced by undisclosed or unforeseen variations in the soil conditions that may occur .in the intermediate and unexplored areas. Any unusual conditions not covered in this report that may be encountered during site development should be brought to the attention of the soil engineer so that he may make modifications if necessary. WESTERN SOIL AND FOUNDATION ENGINEERING, INC. -16- This office should be advised of any changes in the project scope so that it may be determined if the recommendations contained herein are appropriate. This should be verified in writing or modified by a written addendum. The findings of this report are valid as of this date. Changes in the condition of a property can, however, occur with the passage of time, whether they be due to natural processes or the work of man on this or adjacent properties. In addition, changes in the State-of-the-Art and/or Government Codes may occur. Due to such changes, the findings of the report may be invalidated wholly or in part by changes beyond our control. Therefore, this report should not be relied upon after a period of one year without a review by us verifying the suitability of the conclusions and recommendations. We will be responsible for our data, interpretations, and recommendations,. but shall not be responsible for the interpretations by others of the infor- mation developed. Our services consist of professional consultation and observation only, and no warranty of any kind whatsoever, express or implied, is made or intended in connection with the work performed .or to be performed by us, or by our proposal for consulting or other services, or by our furnishing of oral or written reports or findings.. It is the responsibility of the Client or the Client's representative to ensure that the information and recommendations contained herein are brought to the attention of the engineer and architect for the project and incorporated into the project's plans and specifications. It is further his responsibility to take the necessary measures to ensure that the contractor and his subcontractors carry out such recommendations during construction. WESTERN SOIL AND FOUNDATION ENGINEERING, INC. -17- ATTACHMENTS WESTERN SOIL AND FOUNDATION ENGINEERING, INC. OCEAN. 5TRLLT iO ...---.- .... 40 ----•-- ...... 35 .. -- ....... . -.-.-- -. ic ...................--.- . .--. --. -J .......................... . ........ . i ...........................WAL/ ... -------------•. .... 10 PROP. SLUALL -....- Il_ LEG E ND BEACH Y. IROftZ UES1 in APPRO(U1ATE. L&.AT)OM OF cowDomi tuuns jos No. o- FLAE I 4-l.a-es WESTERN SOIL. AND FOUNDATION ENGINEERING INC. SUBSURFACE EXPLORATION LEGEND UNIFIED SOIL CLASSIFICATION CHART SOIL DESCRIPTION GROUP SYMBOL TYPICAL NAMES SANDS CLEAN SANDS More than half of coarse fraction is smaller than No. 4 sieve size. SANDS WITH FINES (Appreciable amount of fines) FINE GRAINED, More than half of material is smaller than No. 200 sieve size. SILTS AND CLAYS Liquid Limit less than 50 SILTY AND CLAYS Liquid Limit greater than 50 HIGHLY ORGANIC SOILS GW Well graded gravels, gravel- sand mixtures, little or no fines. GP Poorly graded gravels, gravel- sand mixtures, little or no fines. GM Silty gravels, poorly graded gravel-sand-silt mixtures. GC Clayey gravels, poorly graded gravel-sand, clay mixtures. SW Well graded sand, gravelly sands, little or no fines. SP Poorly graded sands, gravelly sands, little or no fines. SM Silty sands, poorly graded sand and silt mixtures. SC Clayey sands, poorly graded sand and clay mixtures. ML Inorganic silts and very fine sands, rock flour, sandy silt or clayey-silt-sand mixtures with slight plast- icity. CL Inorganic clays of low to medium plasticity, gravelly clays, sandy clays, silty clays, lean clays. OL Organic silty and organic silty clays of low plasticity MR Inorganic siltys, micaceous or diatomaceous fine sandy or silty soils, elastic silts; CE Inorganic clays of high plasticity, fat OH Organic clays of medium to high plasticity. PT Peat and other highly organic soils COARSE GRAINED, More than half of material is larger than No. 200 sieve size. GRAVELS CLEAN GRAVELS More than half of coarse fraction is larger than No. 4 sieve size but smaller than 3" GRAVELS WITH FINES (Appreciable amount of fines) WESTERN SOIL AND FOUNDATION ENGINEERING, INC. PLATE NUMBER 2 2 TRENCH NUMBER T-1 ,- wz ELEVATION 8 Z Cr z , U IX IIJbJ X Zu.. L&JQ I— J 0 SAMPLING CL 0 _ 0. C') METHOD Kubota Kh-170L Trackhoe a- 0 a. 0 z W a. W 4 42 Cr. 2 0 It 2 - u DESCRIPTION o 0 - Cobble Layer 1 - Clast Supported Conglomerate with Well - Rounded Cobble, Matrix of Gray Fine to Very - — . Medium Sand Interbedded with Cobbly Moist 2 - Sand - . Loose - :GWt - - 3 - Saturated - - - (Groundwater at Low Tide, 4.5 Feet) - 6 - - (Beach Deposits) - - - Pale Yellow to White, Slightly Cemented Very Medium - 8 C Medium to Very Coarse Grained Sandstone Moist Dense 126.7 9.8 - to - - (Formation) Dense 9 - Bottom of Trench 10- 12 13- 14- . 15- JOB NUMBER ST. TROPEZ WEST CONDOMINIUMS DATE LOGGED LOGGED BY 89-33 . . 4-4-89 V.G. SUBSURFACE EXPLORATION LOG PLATE NO. 3 2 TRENCH NUMBER T-2 i.- w 0 w W _ 4 ELEVATION 16 Z Z Z > Z U.Zu- - X ..J 0 SAMPLING Kubota Kh-170L Träckhoe 5 1LLJ 6 Z u W a. 0. < < METHOD 40 W U' ____________________ Ir 0 8 DESCRIPTION - Dark Brownish-Orange Silty Medium Sand, - Well Rounded Grains 101st - Loose 2 - 80 7 - Grades to - - Sw :•:::: Orange Medium Sand . Saturated - 4 - - (Trench Walls Caving) - 5 - . . Medium 104.3 15.7 88.9 - Dense . - 7- - (Marine Terrace Deposits) - 8 - - Bottom of Trench - 10- 12 - 13- 14 - 15- 08 NUMBER ST. TROPEZ WEST CONDOMINIUMS DATE LOGGED LOGGED BY 89-33 . 4-4-89 V.G. SUBSURFACE EXPLORATION LOG PLATE NO. 4 2 TRENCH NUMBER T-3 UA LU ELEVATION 11 z z z W L. Cc U) wt LU -j CL - U) SAMPLING - METHOD Kubota Kh-170L Trackhoe a. 0 a. Z 0 z a- ____ - o o DESCRIPTION Cobble Layer 1 - Clast Supported Conglomerate Composed of - - 2 Well Rounded Cobble and Matrix of Gray Very Loose - Fine to Medium Sand Moist - : (Beach Deposit) - Matrix Supported Conglomerate Composed 4 - of Orange Medium Sand and Well Rounded Very Loose - - Cobble Moist to - 5 - (Marine Terrace Deposits)Saturated to - Medium - Dense 6 '7 - • Groundwater at 6.5 Feet) - - - _________________ ______ __ 7 - C White to Pale Yellow Slightly Cemented Medium 128.1 8.7 8 Medium to Very Coarse Grained Sandstone Very Dense - - . Moist to - (Formation) Dense - Bottom of Trench 10- • - 11 12 - - 13 - 14 - 15 - JOB NUMBER • DATE LOGGED LOGGED BY 89-33 ST. TROPEZ WEST CONDOMINIUMS 4-4-89 V.G. SUBSURFACE EXPLORATION LOG PLATE NO a. z 2 TRENCH NUMBER T-4 0 W ELEVATION 28 Z it z z cn._ W .J O SAMPLING !- METHOD KubotaKh-170L Trackhoe 0 DESCRIPTION O Brown Silty Fine to Medium Sand with - Sporadic Cobble moist Loose - 1 - 2 sm..- - - - (Fill) - Plaster and Grout Brittle 5 - Pale Yellowish-Brown Medium Sand 88.2 3.7 82.3-- 6 c"s. - - . Moist - Loose - to - Grades to Medium - Dense - - - Pale Yellow Medium Sand - - .'- 12 - 13 - (Unconsolidated Marine - Terrace Deposits) 14 - 15-. Bottom of Trench - JOB NUMBER DATE LOGGED LOGGED BY 89-33 ST. TROPEZ WEST CONDOMINIUMS 4-4-89 V.C. SUBSURFACE EXPLORATION LOG PLATE NO. 6 LABORATORY TEST RESULTS MAXIMUM DEN S ITYL OPTIMUM MOISTURE Maximum Optimum Sample Density Moisture Location -.-Description (.pcfl_(Percent) T-2 @ 2.5' Orange Silty Medium Sand 117.3 12.0 T-4 @ 10.0' Pale Yellow Medium Sand 107.2 15.0 MECHANICAL SIEVE ANALYSIS Percent Passing U.S. Standard Sieve Sample Location 3/4" #4 #10 -#40 #100 #20.. T-2 @ 2.5' 100 100 99.8 66.4 18.6 12.7 DIRECT SHEAR Angle of Sample Cohesion Internal Friction Location - (nsf) - (degrees____ *T_1 @ 8.0' 600 38 **T_4 @ 10.0' 50 36 * Sampe remolded to in-place, density and 'moisture content of 126.7 p.c.f.. at 9.8% moisture content. ** Sample remolded to 90% of maximum dry density at 3% over optimum moisture content. All samples saturated prior to testing. WESTERN SOIL AND FOUNDATION ENGINEERING, INC. PLATE NUMBER 7 FILL SLOPE KEY PROJECTED PLANE I TO I MAXIMUM FROM TOE OF NATURAL GROUND SLOPE TO APPROVED GROUND - - a - - FILL TOE OF SLOPE - - - 0 8' MINIMUM BENCH - - - I I / - / COMPETENT EARTH MATERIAL L 1 5% MINIMUM— It - MINIMUM BASE KEY WIDTH / Is' MINIMUM OOWNSLOPE. KEY DEPTH TYPICAL BENCH HEIGHT VARIES) BACKDRMIS MAY BE REQUIRED PER RECOMMENDATIONS OF SOILS ENGINEER ST. TROPEZ WEST CONDOMINIUMS JOB NO. 89-33 1DATE 4-17-89 WESTERN PLATE NO. 8 BOIL. AND FOUNDATION ENGINEERING INC. APPENDIX I WESTERN SOIL AND FOUNDATION ENGINEERING, INC. WESTERN SOIL AND FOUNDATION ENGINEERING, INC. PHONE 746.3553 423 HALE AVENUE AREA CODE 619 ESCONDIDO. CALIFORNIA 92025 SPECIFICATIONS FOR CONSTRUCTION OF CONTROLLED FILLS GENERAL DESCRIPTION: The àonstructión of controlled fills shall consist of adequate preliminary soil investigations, and clearing, removal of existing structures and foundations, preparation of land to be filled, excavation of earth and rock from cut area, compaction and control of the fill, and all other work necessary to complete the grading of the filled area to conform with the lines, grades, and slopes as shown on the accepted plans. CLEARING AND PREPARATION OF AREAS TO BE FILLED: All fill control projects shall have a preliminary.soil investigation or a visual examination, depending upon the nature of the job, by a qualified soil engineer prior to grading. All timber, trees, brush, vegetation, and other rubbish shall be removed, piled and burned, or otherwise disposed of to leave the prepared area with a finished appearance free from unsightly debris. Any soft, swampy or otherwise unsuitable areas, shall be corrected by drainage or removal of compressible material, or both, to the depths indicated on the plans or as directed by the soil engineer. The natural ground which is determined to be satisfactory for the support of the filled ground shall then be plowed or scarified to a depth of at least six inches (6") or deeper as specified by the soil engineer, and until the sur- face is free from ruts, hummocks, or other uneven features which would tend to prevent uniform compaction by the equipment to be used. No fill shall be placed until the prepared native ground has been approved by the soil engineer, Where fills are made on the hillsides with slopes greater than 5 (horizontal) to 1 (vertical), horizontal benches shall be Cut into firm undisturbed natural ground to provide lateral and vertical stability. The initial bench at the toe of the fill shall be at least 10 feet in width on firm undisturbed natural ground at the elevation of the toe stake. The soil engineer shall determine the width and frequency of all succeeding . benches which will vary with::.thez soil conditions and the steepness of slope. After the natural ground has been prepared, it shall be brought to the proper moisture content and compacted to not less than 90% of maximum density, A.S.T.N. D1557-78. . (b) Expansive soils may require special compaction specifications as directed in the preliminary soil investigation .by the soil engineer. (1) The Cut portions of building pads in which rock-like material exists may require excavation and recompaction for density compatibility with the fill as directed by the soil engineer. MATERIALS: The fill soils shall consist of select materials graded so that at least 40 percent of the material passes the No. 4 sieve. The material may be obtained from the excavation, a borrow pit, or by mixing soils from one or more sources. The material used shall be free from vegetable matter, and other del- eterious substances, and shall not contain rocks or lumps greater than 6 inches in diameter. If excessive vegetation, rocks, or soils with unacceptable physical characteristics are encountered, these materials shall be disposed of in waste areas designated on the plans or as directed by the soil engineer. If soils are encountered during the grading operation which were not reported in the preliminary soil investigation, further testing will be required to ascertain their engineering properties. Any special treatment recommended in the prelim- inary or subsequent soil reports not covered, herein shall become an addendum to these specifications. No material of a perishable, spongy, or otherwise unstable nature shall be used in the fills. PLACING, SPREADING AND COMPACTING FILL-MATERIAL: The selected fill material shall be placed in layers which shall not exceed six inches (6") when compacted. Each layer shall be spread evenly and shall be thoroughly blade-mixed during the spreading to insure .uñiformity of materiàL.and moisture in each layer. When the moisture content of the fill material is below that specified by the soil engineer, water shall be added until the moisture content is near optimun as determined by the soil engineer to assure thorough bonding during the com- pacting process. When the moisture content of the fill material is above that specified by the soil engineer, the fill material shall be aerated by blading and scarifying, or other satisfactory methods until the moisture content is near optimum as determined by the soils engineer. After each layer has been placed, mixed and spread evenly, it shall be thoroughly compacted to not less than the specified maximum density in accord- ance with A.STM. D1557-78. Compaction shall be by means of tamping or sheeps- foot rollers, multiple-whéel pneumatic-tired rollers, or other types of rollers. Rollers shall be of such design that they will be able to compact the fill to the specified density. Rolling of each layer shall be continuous over its entire area and the roller shall make sufficient passes to obtain the desired density. The entire area to be filled shall be compacted to the specified density. WESTERN SOIL AND FOUNDATION ENGINEERING, INC. -2- Fill slopes 'shall be compacted by means of sheepsfoot rollers or other suitable equipment. Compacting operations shall be continued until the slopes are stable but not too dense for planting and until there is no appreciable amount of loose soil on the slopes. Compacting of the slopes shall be accomplished by backrolling the slopes in increments of 3 to 5 feet in elevation gain or by other methods producing satisfactory results. Field density tests shall be made by the soil engineer for approximately each foot in elevation gain after compaction, but not to exceed two feet in vertical height between tests. The location of the tests in plan shall be spaced to give the best possible coverage and shall be taken no farther than 100 feet apart. Tests shall be taken on corner and terrace lots for each two feet in elevation gain. The soil engineer may take additional tests as considered necessary to check on the uniformity of compaction. Where sheepsfoot rollers are used, the tests shall-be taken in the compacted material below the disturbed surface. No additional layers of fill shall be spread until the field density tests indicate that the specified density has been obtained. The fill operation shall be continued in six inch (6") compacted layers, as speqified above, until the fill has been brought to the finished slopes and grades as shown on the accepted plans. SUPERVISION: Supervision by the soil engineer shall be made during the filling and compacting operations so that he can certify that the fill was made in accord- ance with accepted specifications. The specifications and soil testing of subgrade, subbase, and base materials for roads, or other public property shall be done in accordance with specifications of the governing agency. SEASONAL LIMITS: No fill material shall be placed, spread, or rolled during uufavorable weather conditions. When the work is interrupted by heavy rain, grading shall not be resumed until field tests by the soil engineer, indicate that the moisture content and density of the fill are as previously specified. In the event that, in the opinion of theengineer, soils unsatisfactory as foundation material are encountered, they shall not be incorporated in the grading and' disposition will be made at the engineer's discretion. WESTERN SOIL AND FOUNDATION' ENGINEERING, INC. -3- WESTERN SOIL AND FOUNDATION ENGINEERING, INC. PHONE 746-3553 423 HALE AVENUE AREA CODE 619 EscoNDiDo. CALIFORNIA 92029 April 22, 1991 Charles Rowe California Builders P.O. Box 142 Carlsbad, California 92008 Project: Our Job No. 89-33 St. Tropez West Condominiums 2901 Ocean Street Carlsbad, California Subjecit: Potential Fossil Bearing Material Mr. Rowe: As discussed during our telephone -conversation on this date, we are addressing herein the potential existence of fossil bearing material. During our subsurface soils investigation performed on April 4, 1989, potential fossil bearing material was encountered. This material consisted of younger marine terrace deposits overlying formational material. The formational material encountered was the Santiago Formation, Member B. The species of fossil typically found in these terrace deposits and formational material are the Phylum Mollusca and the Class of Gastropoda and Pelecypoda. These materials were encountered in our exploratory trenches from a depth of zero to at least 14-1/2 feet below existing surface. Although potential fossil bearing material was encountered during our investigation, the presence of fossils was not encountered during our investigation. We propose to have a representative from our firm monitor the site during the California Builders April 22, 1991 Page 2 earthwork operations. If fossils are encountered during the earthwork operations by our representative, he or she would order the earthwork operations to be stopped immediately. Earthwork operations would not commence until a standard phased program on file with the City of Carlsbad Planning Department was implemented. This phased program would be undertaken to avoid possible significant impacts upon Paleontological resources. If you have any questions please do not hesitate to call. Respectfully Submitted, WESTERN SOIL AND FOUNDATION ENGINEERING, Dennis E. Zimmerman CE 26676 GE 928 DEZ : kw Distribution: (2) Addressee INC. WESTERN SOIL AND FOUNDATION ENGINEERING, INC. REFERENCES Master of Arts Thesis, University of. California Riverside, prepared by Kenneth Lee Wilson, dated December 1972, entitled "Eocene and Related Geology of a.Portion of the San Luis Rey and Encinitas Quadrangles, San Diego County, California". WESTERN SOIL AND FOUNDATION ENGINEERING, INC. CERTIFICATION OF COMPLIANCE Q/.. /1 '10 CITY OF CARLSBAD Plan Check No. ' DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS DR., CARLSBAD, CA 92009 (619) 438-1161 This form shall be used to determine the amourt of school fees for a, project and to verify that the project applicant has complied with the school fee requirements. No building permits for the projects shall be issued until the certification is signed by the appropriate school district and returned to the City of Carlsbad Building Department. SCHOOL DISTRICT: "Carlsbad Unified San Marcos Unified 801 'Pine Avenue ------':1290 West San Marcos Blvd. Carlsbad, CA 92009 (.434-0610) San Marcos, CA 92024 (744-4776) Encinitas Union San Dieguito Union High School .101 South Rancho Santa Fe Rd. 710 Encinitas Boulevard Encinitas, C& 92024 (619) 944-300, Encinitas, CA 92024 (753-6491) Project Applicant: APN 39I Project Address: =I FO/ sT RESIDENTIAL: SQ. FT. of living area number of dwelling units___________ SQ. FT. of covered area _ SQ. FT. of garage area_____________ - 6-O da1in0 C COMMERCIAL/ INDUSTRIAL: SQ. FT. AREA Prepared by Date FEE CERTIFICATION /Applicant (To be completed by the School District) has complied with fee requirement under Government Code 53080 Project is subject to an existing fee agreement Project is exempt from Government Code 53080 Final Map approval and construction started before September 1, 1986. (other school fees paid) - Other Residential Fee Levied: $J4S3'i 'based on !1'O(stDësq. it. @______________ /Indust1Fe Levied:$ based on sq. ft. @ rld I flictrirt Offirial F Title Date AB 2926 and SB 261 lees are capped at $1.58 per square foot for residential. AB 2926 is capped at .26 per square foot for commercial /industrial. i • - STAW 'OF CALIFORNIA—THE RESOURCES AGENCY Pete W11SOÜ,Gov,,ior SAN DIEGO COAST DISTRICT Date March 21, 1991 . 1333 CAMO DEL RIO SOUTH, SUITE 125 SAN DIEGO' CA 92108-3520 icationNo.6gO Page lof • 6 NOTICE OF INTENT TO ISSU_E PERMIT On March 12, 1991 , the California Coastal Commission approved the application of California Builders , subject to the attached standard and special conditions, for the development described below: Description: Demolition of an existing four-unit, two-story apa-rtment structure and construction of a six-unit, four-sto.ry, 24,494 . square foot condominium structure and associated seawall, i. including 3,397 cubic yards of fill to prepare the Site for construction and including extension of the seawall across the . adjacent public access pathway. : Lot Area 15,400 sq. ft. Building Coverage •. 6,550 sq. ft. (43%) Pavement -Cove-rage . 4,070 sq. ft. (26%) Landscape Coverage 4,780 sq. ft. (31%) Parking Spaces 15 Zoning • R-3 Plan Designation • RH - 15-19.dua Project Density 17 dua Ht abv fin grade 4.6 feet Site: • 2901 Ocean Street, Carlsbad, San Diego County. ARN 203-324-01 & -02. The permit will be held in the San Diego District Office of the Commission, pending fulfillment of. Special Conditions 1 - 6 9.10.12..13 . When these c-onditions have been satisfied, the permit will be issued. CHARLES DAMN flTTDTT flTDrCTnD 'NOTICE OF INTENT TO ISSUE PERMIT NO. 6-90-299J' ' Page 2of 6 STANDARD CONDITIONS: Notice of Receipt and Acknowledgement. The permitis not valid and development shall not commence until a, copy of the permit, signed by the permittee or authorized agent, acknowledging receipt of the permit and acceptance of the terms and conditions', is returned to the Commission office. Expiration. If development has, not commenced, the permit will expire to years from the date on which the Commission voted on the application. Development shall- be pursued ip a diligent manner and completed in a reasonable period of time. Application for extension of the permit must be made prior to the expiration date. Compliance. All development must occur in strict compliance with the proposal as set forth below. Any deviation from the approved plans must be reviewed 'and approved by the staff and may require Commission approval. Interpretation. Any questions of intent or interpretation of any condition will be 'resolved by the Executive Director or the Commission. 5 Inspections. 'The Commission staff shall be allowed to inspect the site and the development during construction, subject to 24-hour advance notice. Assignment. The permit may be assigned to any qualified person, provided assignee files with the Commission an affidavit accepting all terms and il conditions of the permit. Terms and Conditions Run with the Land. These terms and conditions shall be perpetual, and it is the intention of the Commission and the permittee to bind all future owners and possessors of the subject property to the terms and conditions. - SPECIAL CONDITIONS: The permit is subject to the following conditions: 1. Revised Plans. Prior to the issuance of the coastal development permit, the applicant shall submit for the review and written approval of the Executive Director, revised final site, building, foundation 'and grading plans, approved by theCity of Carlsbad. The plans shall incorporate the I following: a. Said plans shall comply with all recommendations contained in the geotechnical report for the project, by Western Soils and Foundation Engineering, Inc., dated April 17, 1989. NOTICE OF INTENT TO ISSUE PERMIT NO. 6-90-299 Page 3of 6 SPECIAL CONDITIONS, continued . F. No portions of the principal structure, its associated decks or the proposed -seawall shall extend seaward of the respective string-lines from the nearest point of the principal structures, decks and seawalls of the. adjacent structures immediately to the north and south of the proposed condominium development. One private access stairway shall be allowed, provided that it extends no further seaward than the seawall stringline., Stringlines shall be drawn from the closest points of the structures immediately to the north and south of the project site as shown on the undated plans attached as Exhibit 2. { No portion of the principal structure shall encroach into the normally required ten (10) foot side yard setback. Final plans for the proposed public access stairway shall be included in the revised plans. Said stairway may be constructed with open railings, and shall not encroach seaward of the seawall stringline. I Assumption of Risk. Prior to the issuance of the coastal development permit, the applicant shall execute and record a deed restriction, in a form and content acceptable to the Executive Director, which shall provide: (a) that the applicant understands that .the site my be subjet to extraordinary. hazard from bluff retreat and erosion, and the (b) applicant hereby waives any future claims of liability against the Commission or Its s,iccessors in interest for damage from such hazards. The.doument shall run with the land, binding all successors and assigns, and shall be recorded free of prior liens. Future Development. Prior to the issuance of the coastal development permit, the applicant shall execute and record a document, in a form and I content acceptable to the Executive Director, stating that the subject permit is only for the development described in the coastal development permit No. 6-90-299; and that any future additions or improvements to the principal residence, or accessory structures, other than herein approved; or other development as-defined in Public Resources Code Section 30106 will require an amendment to permit No. 6-90-299 or will require an additional coastal . development permit from the California Coata1 Commission or from its successor agency. The document shall be recorded as a covenant running with the land binding all successors an-d assigns in interest to the subject. property. 'NOTICE OF INTENT TO ISSUE PERMIT NO. 6-90-299 Page 4of 6 SPECIAL CONDITIONS, continued: Lateral Access. Prior to the issuance of the coastal development permit, the landowner shall execute and record a document in a form and content acceptable to the Executive Director, irrevocably offering to dedicate to a public agency or private association approved by the Executive Directo' an easement for lateral public access and passive recreational use along the shoreline. The document shall provide that the offer of dedication shall not be used or construed to allow anyone, prior tq acceptance of the offer, to interfere with any rights of public -access acquired through use which may exist on the property. Such easement shall be located along the entire width of the property from the western property line to the toe-of the seawall. The recorded document shall include legal descriptions of both the applicant's I entire parcel and the easement area. The document shall be recorded free of prior liens and any other encumbrances which the Executive Director determines may affect the interest being conveyed. The offer shall run with the land in favor of the People of the State of California, binding all successors and assignees, and shall be irrevocable for a period of 21 years, such period running from the date of recording. Landscaping Plan. Prior to the issuance of the coastal development permit, the applicant shall submit a detailed landscape plan indicating the type, size, extent and location of all plant materials, the proppsed irrigation system and other landscape features. Drought and salt tolerant plant materials shall be utilized to the maximum extent feasible. Special emphasis shall be placed on the treatment of walls, fences or other structures in the sideyard setback and landscaping in the sideyarct setback to maintain views through these areas, with no visual barriers higher than three feet from adjacent grade level allowed in the area of the side-yard setbacks parallel to Ocean Street. Said plan shall be submitted to, reviewed and approved in writing by the Executive .Director. Fill Material. Prior to the issuance of the coastal development permit, the applicant shall identify the location of the, borrow site for fill materials. If-,the site is located within the coastal zone, a separate coastal development permit or permit amendment shall first be obtained from the California Coastal Commission or its successors in interest. Maintenance Activities/Future Alterations. The property owner shall be responsible for maintenance of the permitted protective-device. Any change in' the design of the project or future additions/reinforcement of the seawall will require a coastal development permit. If after inspection, it is apparent that repair or maintenance is necessary, the applicant(s) shall contact the Commission office to determine whether permits. are necessary. The applicants shall also be responsible for the removal of debris deposited on the beach or in the water during or after construction of the shoreline protective device or resulting from failure of the shoreline protective device. NOTICE OF INTENT TO ISSUE PERMIT NO. 6-90-299 Page 5 o 6 SPECIAL CONDITIONS, continued: B. Construction Materials. Disturbance to sand and intertidal areas shall be minimized. Beach sand excavated shall be redeposited on the beach. Local sand, cobbles or shoreline rocks shall not be used for backfill or construction material. . Construction Schedule. Prior to the issuance of the coastal development permit, the applicant shall submit a construction sc-hedule which demonstrates that all work which requires 'access on the beach by construction vehicles or equipment shall occur either before Memorial Day or after.Labor. Day. Construction Access/Staging Areas. Prior to the issuance of the coastal development permit, the applicant shall submit final plans, approved by the City of Carlsbad, for the review and written approval of the Executive Director. Said plans shall, show the construction methods and construction access to the site; the plans shall also show .areas where construction materials will be stored and construction activities staged. Construction storage and staging areas shall not be allowed on the beach or the vertical access adjac.ent to the north. Delivery and pouring of concrete for the wall shall be, performed from Ocean Street and no concrete trucks or concrete pumping vehicles shall, be allowed on the beach. Existing Street parking areas shall not be used for the storage of construction materials. Public Rights. The permittee(s) shall, by accepting the terms and conditions of the permit, agree that issuance of the permit and completion of the authorized development shall not prejudice any subsequent assertion of public rights, e.g., prescriptive rights, public trust, etc. Community Wide/Regional Solution to Shoreline Erosion. Prior to 1he issuance of the coastal -development permit, the permittee(s) shall execute and record a deed restriction, which shall provide that the permittee(s), or successor-in-interest, 'shall agree to participate in the implementation of any comprehensive program contained in the City's certified Local Coastal Program (LCP) addressing a community-wide/regional solution to the shoreline erosior problems in Carlsbad. The permittee(s), or successor-in-interest, also agree to participate in any assessment district or other means to implement the LCP's solution to the shoreline erosion problems. . - 77 - NOTICE OF INTENT TO ISSUE PERMIT NO. 6-90-299 Page 6of 6 SPECIAL CONDITIONS, continued: The responsibility of participation in the community-wide/regional solution shall run with the land binding on the property owner's successors and assjgns and the above.,parameters shall be documented in a recorded restriction against the deed of the subject property. This restriction shall be recorded, in form and content acceptable to the Executive Director and shall be recorded free of prior liens ,or encumbrances, other than tax liens, which the Executive Director believes may affect the interest being conveyed. Evidence of.. IL' .recordation of this restriction shall be submitted to and acknowledged in writing by thp Executive Director prior to the issuance of the coastal development permit. I 1 3. Ftlhe m Desi cm . pemit.,applicants shall submit certification by a registered civil engineer, acceptable to the Executive Director, that the approved shoreline/ protective device is designed to withstand storms comparable to the winter',,. 'tormsofi982-B3SaidEerfifiatiorrshal 1ThesubJect-to--the-rev1ew-and-r written approval of the Executive Director. çIthin ~6days followi~nthe completion of the project the applicants shj submit fication begistered civil engineer, acceptable to the L._..j Executive Director, verifying that the seawall and rip rap elements of theL project have been constructed in conformance with the final approved plans_fFJ projec (2579N) . . I - tj II; 1. CW'3/ BUILDING PERMIT PCRN0: PCR92087 03/08/93 14:31 Project No: A9101499 Page 1 of 1 Development No: Job Address: 2901 OCEAN ST Suite: Permit Type: PLAN CHECK REVISION Parcel No: 203-234-01-00 Lot#: Valuation: 0 . 1425 03/08/93 0001 01 02 Construction Type: Vi C-PRMT 381.00 Occupancy Group: I Ref erence#: 91-1190 Status: ISSUED Description: FLOOR AND FRAMING CHANGES Applied: 12/07/92 Apr/Issue: 03/08/93 Entered By: CL) 619 434-2233 Appl/Ownr : MULLEN, EDGAR 2890 PlO PICO DR CARLSBAD, CA 9200 8 92 *** Fees Required Fees: 311.00 Adjustments: / 00(9 Total Fees: Fee description ------------------- -- Plan Check Revisioxt e Col.cted&Cred--- - To Balari .00 .00 .e: 381.00 ~~hi Ext fee Data EEi) 1 381.00 ?J INCORPORATED 1952 H FINAL APPROVAL INSP. DATE CLEARANCE CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (6119) 560-1468 DATE: -3' Cks JURISDICTION: (T PLAN CHECK NO: k . c9V 4 SET: PROJECT ADDRESS: oe PROJECT NAME: _Dey APPLICANT p I PLNKER FILE COPY UPS DESIGNER D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will, substantially comply with the jurisdiction's building codes when minor deficien- cies identified' are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies D identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. 0 The applicant's copy of the check list has been sent to: Esgil staff didnot advise the applicant contact person that plan check has been completed. 0 Esgil staff did advise applicant that the plan check has been completed. Person contacted:_______________________ Date contacted: Telephone # REMARKS: . ç., •We p I.. - _FIr._147 ouT_4_ST,L. / !4c et 7'(A n CkA,74 C ie.,_ii;-; _Ve &",S so By:(T'_ Enclosures:ICoyc... ESGIL CORPORATION DGA 11CM ES-G- IL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1.468 DATE: - I_I - 3 JURISDICTION: OFILE COPY PLAN CHECK NO: Lb Qk \\°n eMSET: cups []DESIGNER PROJECT-ADDRESS: PROJECT NAME: ( / D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply 13 with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: .A t4fl..ey : Esgil staff did not-advise the applicant contact person that plan check has been completed. U Esgil staff did advise applicant that the plan check has been completed. Person.contacted:____________________ Date contacted: Telephone # REMARKS: F _I14eeJ1._714 T1116 • ...4 rv0 i,t By:(N3&cLrc Enclosures: . ESGIL CORPORATION DGA 0CM Cb I- t'\ô (R.t) ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208. SAN DIEGO, CA 92123 (619) 560-1468 DATE: JURISDICT1N.. JURISDICTION: r Cr\s\o&A UPLAN CHECKER OFILE COPY PLAN CHECK NO: Cc% - \\ôv\SET: []DESIGNER PROJECT ADDRESS: 0561 PROJECT NAME: C/OvT&vkj D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply El with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies E)identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. El The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: Ed Ht) 11 Pô IL(. ri1., 4o/1 Esgil staff did not advise the applicant contact person that plan check has been completed. 9 Esgil staff did advise applicant that the plan check has been completed. Person contacted:_____________________ Date contacted: Telephone ! 9 REMARKS: By:_ PA, t'3pekc... Enclosures:__________________ ESGIL CORPORATION DGA El cm Co °u- I lCko I Date i________ Prepared bys ': &L4%(. Jurisdiction________________ VALUATION AND PLAN CHECK FEE D Bldg. Dept. s gil PLAN CHECK NO.Cb ...no BUILDING ADDRESS - oI 0etA V,5t. APPLICANT/CONTACT d oullerl PHONE NO. 4I4 — BUILDING OCCUPANCY _i/E1 DESIGNER PHONE — TYPE OF CONSTRUCTION I uJ SAL CONTRACTOR PHONE — 1j1flINDIOH BJ-I-LDINC M1EP- VALUATION MULTIPLIER VALUE - fir ._/r . 3I/rs ______•______ Air Conditioning Commercial Residential Res. or Comm. - FireSorinklers Total Value Building Permit FeeS_ Plan Check Fee $ • s 381 (45'.) COMMENTS SHEET Cr) OF 6::) 12/87 N N PLANNING CHECKLIST Plan Check No. 9/- 1I'/o Address 29O/ OCecr? S*fr Planner Ov) A'eq Phone 438-1161 ext.: qvqjrl (Name) APN: 203 Z3 q-01 - Type of Project and Use i.Sio-i * 4,v'ft '1 (AJIT Zone R- 3 Facilities Management Zone / Legend Item Complete Item Incomplete - Needs your action 1, 2, 3 Number in circle indicates plancheck number where deficiency was identified Environmental Review Required: YES - NO XTYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval 0 El Discretionary Action Required: YES - NO TYPE APPROVAL/RESO. NO. DATE: PROJECT NO. OTHER RELATED CASES: Compliance with conditions of approval? If noi, state conditions which require action. S . Conditions of Approval • .. . • • • .1 ' . ., ••. .. .• • ¼ :. • /E3 0 California Coastal Commission Permit Required: YES - NO - DATE OF APPROVAL: San Diego Coast District, 3111 Camino Del Rio North, Suite 200, San Diego, CA. 92108-1725 (619) 521-8036 Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval 0 Landscape Plan Required: YES -NO See attached submittal requirements for landscape plans Site Plan: I [2T'i'D 0 Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street, improvements, right-of-way width and dimensioned setbacks. [?f"EJ 0 Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes and driveway. E'i'D 9D Provide legal description of property. 0 Provide assessor's parcel number. Zoning: 21/1 0 Setbacks: Front: Required Shown Int. Side: Required Shown Street Side: Required Shown Rear: Required Shown IØ'D 0 Lot coverage: Required Shown /101,/o E1 Height: Required Shown 0 Parking: Spaces Required Shown Guest Spaces Required Shown "r7 5L OF - V OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE PLNCK.FRM As part of the plans submitted for building permit plan check, the applicant shall include a reduced version of the approving resolution/resolutions on a 2411 x 36" blueline drawing. Said blueline drawing(s) shall also include a copy of any applicable Coastal Development Permit and signed approved site plan. Prior to issuance of a grading or building permit, whichever comes first, a soils report shall be prepared and submitted to the City of Carlsbad. If the soils report indicates the presence of potential fossil bearing material then a standard two phased program, on ifie in the Planning Department, shall be undertaken to avoid possible significant impacts on paleontological resources under the direction of the Planning Department. Approval is contingent upon obtaining a Coastal Development Permit from the Coastal Commission that approves development that is in substantial conformance with the City approval. A copy of the signed, approved Coastal Development Permit shall be submitted to the Planning Department Approval is also contingent upon obtaining approval from the City Council for construction of improvements of the seawall on the public beach access. .. al 37., The applicant shall submit to the City pnor torecordation of the Fin Map a'maintenance j,lan for the seawall for the review and approvälbf the Planning Directdr and City Engineer. All conditions stated in Resolutions 3126, 3128,'3129 and 3130 for the Conditional Negative Declaration, PUD 90-11, HDP 90-15, and V 90-2 are incorporated by reference herein. RGrading for the project site shall only exceed 10,000 cubicyards per acrS.wiiiz unècep1able range pursuant to the HilJ ide Development Regulations, if the-applicanv can demonstrate to the satisfaction of the Planning Director and CityEngin erthrough submittal of a* current topographic map prepared,, stamped, and sigzid by" ji terd'Uvi1 Engineer or Land Surveyor that the existing ground elevationifoih':&eare loweriii What is shown on the exhibits approved for this projecL This consideration-has beenmade by the Miming, Commission to recognize the fact that the existing ground elevations for the project site could be significantly changed as a result of coastal storms. This would require that fill dirt be brought in t0 return the ground level to' that which is shown on the approved exhibits. Grading calculations shall also be submitted to support any request to exceed 10,000 cubic yards of 'grading per acre. ................................. 40 The project shall contain 2,629 square feet of tagéaIi urithsffLtctIre as'Show on Exhibit G dated October 17, 1990 he j M capproved by the Planning Commission. ENGINEERING CONDITIONS 41.. The developer shall comply with all the rules, regulations and design requirements of the respective sewer and water agencies regarding services to the project. 42. The developer shall be responsible for coordination with S.D.G.&E., Pacific Telephone, and Cable TV authorities. PC RESO NO. 3127 -6- I' 2 3 4 5 6 7 8 9 10 11 3.2 3.3 3.4 15 16 17 3.8 19 20 21 22 23 24 25 26 27 28 PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB9H1190 DATE (4 DEr, 92.. ADDRESS 29N (DEI.N RESIDENTIAL TENANT IMPROVEMENT RESIDENTIAL ADDITION MINOR PLAZA CAMINO REAL (<$10,000.00) VILLAGE FAIRE COMPLETE OFFICE BUILDING Oi'JL'( - OTHER I LTE210 PEVIJ D/J TO 6 UNIT- cmu: PLANNER DATE ENGINEER • 2I-FJELL DATE 14 LEC 92._ C:\WP5 1 FILES\BLDG.FRM Rev 11/15/90 City of Carlsbad 910080 Fire Department Bureau of Prevention Plan Review: Requiremehts Category: Building Plan Check Date of Report:Wednesday, December 23, 1992 Reviewed by:___________________ Contact Name Edgar Mullen Address 2890 Pio Pico City, State Carlsbad CA 92008 Planning No. Job Name St. Tropez West Job Address 2901 Ocean Ste. or Bldg. No. 0 Approved - 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 modifica- tions, 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 construct or install improvements. Please see the attached report of deficiencies. Please make corrections to plans or specifications necessary to indicate compliance with applicable codes and standards. Submit corrected plans and/or specifications tothis office for review. For Fire Department Use Only Review 1St 2nd 3rd Other Agency ID CFD Job# 910080 File# 2560 Orion Way 0 Carlsbad, California 92008 0 (619) 931-2121 Requirements category: Building Plan Check HAFjIIo8o Deficiency Item: P e n d I n g 11 Knox Box Knox Box required when access to or within a structure or an area is unduly difficult because of secured openings or where immediate access is necessary for life saving or lire-fighting purposes. The Fire Dept. will determine the location for the key box and provide an authonzed order form. TDe'iciency Item: Pending 15 Automatic Fire Sprinkler System Required /VJ 13 I An automatic fire sprinkler system shall be installed in occupancies and locations as set forth in UFC 10.306 and the Carlsbad Municipal Code. The Carlsbad Municipal Code requirements for location of fire extinguishing systems are as follows: In buildings two or more stories in height, an automatic fire extinguishing system shall be installed in those areas which lie below the lowest elevation of fire department vehicular access. An automatic fire extinguishing system shall be installed in all buildings hereafter constructed in which the aggregate floor area exceeds 10,000 square feet, or in which the existing aggregate floor area is expanded to exceed 10,000 square feet. An automatic fire extinguishing system conforming to either NFPA standards 13 or 13R shall be installed in all one or two story apartment houses and other buildings which contain fewer than 16 attached dwelling units and have an aggregate floor area which exceeds 10,000 square feet. Note: Residential sprinkler systems such as those designed in accordance with NFPA standards 13R and 13D may not be used as the basis for increases to the basic allowable floor area or exemption from any other Uniform Building Code requirement. Deficiency Item: Pending 16 A/S Design Sprinkler system design shall be in accordance with standards set forth by the National Fire Protection Association and UBC Standards 38-1 and 38-2. Permits are required prior to installation. W,699 /-3 Plans, specifications and calculations shall be certified by a licensed fire protection engineer or other person deemed competent by the Chief, and submitted in the name of a licensed sprinkler contractor. Warehouse buildings for which no specific use, occupant, product, activity or storage array has been identified, shall be protected by sprinkler system designed to deliver water at the rate of .33 gallons per square foot, throughout a 3000 square foot design area. Deficiency Item: Pending 18 Fire Extinguishers Required Provide one 2A1OBC fire extinguisher for each 6000 square feet or portion thereof with a travel distance to the nearest extinguisher not to exceed 75 feet of travel. See item 32 for any additional fire extinguisher requirements 1-1,41-10 62. IV £ cZ,'?TV /1t) Deficiency Item: Pending 19 Fire Alarm System Required A fire alarm system is required. Permits are required for the installation of all fire alarm systems. Plans must be approved by the Fire Department prior to installation. See item 32 for specific fire alarm system requirements. /ftJ. F/'E Ae-,q-q, Page 2 12/23/92 p ,. Requirements ,- Category: Building Plan Check HAFiiIo 80 Deficiency Item: Pending 22. Exit Door Hardware Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exception: In group B ocôupancies, key locking hardware may be used on the Main Exit when the main exit consists of a single door or pair of doors if there is .a readily visible, durable sign on or adjacent to the door stating, "This door to remain unlocked during business hours." For State Fire Marshal, sign shall read, "This door to remain unlocked whenever the building is .occupied." See item 32 for additional exit door hardware requirements. Page 3 . 12/23/92 PCR No: PCR93026 Project No: A9101499 Development No: BUILDING PERMIT 11/24/93 10:06 Page 1 of 1 Job Address: 2901 OCEAN ST Suite: Permit Type: PLAN CHECK REVISION Parcel No: 203-234-01-00 Lot#: Valuation: 0 Construction Type: Vi Occupancy Group: Ref erence#: Description: ENCLOSE 880 SF OF UNDERGROUND PARKING/ABANDONED THIS IDEA Appl/Ownr : MULLEN, ED P.O. 1480 CARLSBAD, CA 920 CB911190 4864 1I/24/O EIR.D ppl. 07/2thP2 Apr/Issue: Entered By: CD 729-0638 *** Fees Required 71 Fees: 64,0 Adjustments: Adjustments: / ç\.00 Total Fees: Fee description 1 Plan Check Revisin 112 plted & Credits ãl Bal .00 .00 ie 164.00 Ext fee Data f 164.00 FINAL APPROVAL INSP. _______ DATE_ CLEARANCE CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 ESGIL CORPORATION - 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: )153 JURISDICTION: Q9Rr PLAN CHECK NO: L_ //?tO SET: PROJECT ADDRESS:O/ C6Eon s)-- PROJECT NAME: CooaD JURISDICT FILE COPY UPS DESIGNER ER n The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies D identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. _ The applicant's copy of the check list is en FJ closed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: 0 Esgil staff did not advise the applicant contact person that plan check has been completed. O Esgil staff did advise applicant that the plan check has been completed. Person contacted:_______________________ Date conta REMARKS :.. (g Enclosures:______________________ - ESGIL C DGA 0cM 13Pc -• ESGIL CORPORATION 9320 CHSAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560 1468 DATE: (fbi..- f'd £7 .3URISDICTION: (,7 PLAN cc: NO: 45.. iJ SET: ?ROECT ADDRESS: Zqj APPLI CANT ISD ION FILE COPY UPS DESIGNER ?ROECT NAME: C'ô ?Pô r,.Ac C't)r— 11 The plans transmitted herewith have been corrected where U necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply it tejuri sdiction's building codes when or defc_e- cies identified are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies Li identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. sm The check list transmitted herewith is for your information. The clans are being held at Esc-;l Corp. until corrected plans are submitted for recheck. fl The applicant's copy of the check list is enclosed for the I' uris6iction to. return-to the applicant contact person. The applicant's copy of the check list has been sent to: -c MU If '4O ,C -t . ('A Esgil staff did not advise the applicant contact person that plan check has been completed. 0 Esgil staff did advise applicant that the plan check has been comp1etT Person contacted:______________________ Date contacted: Telephone tv REMARKS: sky T sc..', evtp.. i sTa d- 1czL '1ô. 3y:__ Enclosures:4Ot,J?,t III -If-lo ESGIL CORPbRA'rION Datei Jurisdiction r bd - Prepared by! Bldg. Dept. VALUATION AND PLAN CHECK FEE s gil PLAN CHECK NO. - A Lov 19t CT) BUILDING ADDRESS - r) el -'. APPLICANT/CONTACT PHONE NO._________________ BUILDING OCCUPANCY T /3 -k DESIGNER PHONE - TYPE OF CONSTRUCTION -/- CONTRACTOR PHONE___________ BU 1 VALUATION I MULTIPL17-R VALUE /ô.7$ to CL Air Conditioninz Cornmercial- - Residential Res. or Comm. Fire Sorinklers Total Value Building Permit Fee Plan Check Fee ".40 (Ciy) COMMCNTS.%& 'Ic... ., e 4t-I('a SHEET OF_____ 12/87 9.3 2 PLANNING CHECKLIST Plan Check No. 91-11*1 Address 290/ c44.t1 .Sr ___________ Planner /k)1 A1LJ Phone 438-1161 ext. __oll (Name) APN: Type of Project and Use A5A, i ng nT 0. 8 W SP 0 60642wd 494 W1 7V Zone *f-,3 Facilities Management Zone II 0 S44cA Legend 5 5 Jd 5 [tern Complete (Q) Item Incomplete - Needs your action 1, 2, 3 Number in circle indicates plancheck number where deficiency was identified zo 0 Environmental Review Required: YES - NO ZTYPE ______ DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval 0'E] 0 Discretionary Action Required: YES VNO TYPE______ 3 fl70 (c. c.) APPROVAJIRESO. NO. 3/30 DATE: c.r 17, /776P(,4C.) PROJECT NO. /)w, 5b-// OTHER RELATED CASES: C7 90 _7//4/ 90 -/cJ(/ ?o-2 1 01 Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval [2(0 0 California Coastal Commkcion Permit Required: YES - NO DATE OF APPROVAL: San Diego Coast District, 3111 Camino Del Rio North, Suite 200, San Diego, CA. 92108-1725 (619) 521-8036 Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval Landscape Plan Required: YES ___ NO See attached submittal requirements for landscape plans Site Plan: Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing Street improvements, right-of-way width and dimensioned setbacks. Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, exiting topographical lines, existing and proposed slopes and driveway. Z'e'00" 0 Provide legal description of property. Provide assessor's parcel number. Zoning 1. Setbacks: (çgE,4,&1.jgj *#4vs) Front: . Required Int. Side: Required Street Side: Required Rear: Required Lot coverage: Required Height: Required Parking: Spaces Required Guest Spaces Required Shown Shown Shown._____ Shown Shown Shown 12 Shown /2 Shown 3 0 0 0 Additional Comments________________________________________ OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER 1 119., . DATE PLNCK.FRM 910080 - Fire Department Bureau of Prevention Plan Review: Requirements Category: Building Plan Check -Date of Report: Thursday, July 29, 1993 Reviewed by: (2. Contact Name Edgar Mullen Address 2890 Pio Pico City, State Carlsbad CA 92008 Bldg. Dept. No. 91-1190 Planning No. Job Name St. Tropez West Job Address 2901 Ste. or Bldg. No. Approved - 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 modifica- tions, 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 construct or install improvements. O Disapproved - Please see the attached report of deficiencies. Please make corrections to plans or specifications necessary to indicate compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. For Fire Department Use Only Review 1st 2nd 3rd Other Agency ID CFDJob# 910080 File#_________ 2560 Orion Way 0 Carlsbad, California .92008 0 (619) 931-2121