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Home My WebLink About2875 LOKER AV EAST; ; CB881001; Structural CalculationsLENDER II • i 3 WORKER'S COMPENSATION a 3 3 r H 5 = 3 3 = 1'" E: ; s s 9» S S 2 s ^ as „ o — o -* (fl » <0 -o r (fl 3 tfi cr CT ^ o S 5-T3 J " <T O -• C Q — <1 3 5-2 3 o = • 3 5 : s • - Sff go I 3 9 ^ c/) ^ ! » o = c , S - - 3] 3) o T- =r > o ? S " z s • O W 3 DECLARATIONS OWNER/BUILDEW 2|s5 s ^ o 3 -a ii =i T -7 O ii 5;-= = 23 °?3 CONTRACTOR liitliipli^"- Hll®-r 3 ° ^ g ^ ' rfift: 5 « o 3 ^ " «3 — — o £ ? ? O » Iff -lla: ? Q. S ST 2 =>s :,-3 si ^ i \ P 3 o 5 HE 2. 3 C/l = •I? I ^ - 3 o o (B 3 (D 3 CD U C (B (« o 2 White Inspector Green — (1) Finance Yellow — Assessor Pink — Applicant Gold — Temporary File Ui •o m O O O O z CO m -o 2 i~ r-Tl Cos 3-rn ^3 mo CDS Of-<:is. rn-Tj D-o a: O •o 33 s -H m • • CD m m O c -n -n m 33 • D 03 > CO m • V H co^ m m Ci > 3) m O 33 O m o CO m m O c z o > c I-D Z o •3-> T3 O o -n o -D O O O J O w u c Tl T) C/) QUO Z 33 GO HOC z "D m O H O Z o I 33 m m OO _ m -n O O z -0 m O O z D m O O n o V DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS DRIVE CARLSBAD, CA 92009-4859 (619)438-1161 MISCELLANEOUS FEE RECEIPT Applicant Please Print And Fill In Siiaded Area OnJy tm-.-/. JOB ADDRESS ASSESSOR'S PARCEL NO. PLAN ID NO. /oo[ OWNER OWNER'S MAILING ADDRESS Hisc VALIDATION AREA 2000.00 CONTRACTOR CONTRACTOR'S MAILING ADDRESS ESTMATED VALUATIO CITY ZIP TEL. PLAN CHECK ppp 001-810-00-00-8821 IF THE APPLICANT TAKES NO ACTION WITHIN 180 DAYS, PLAN CHECK FEES WILL BE FORFEITED. STATE LICENSE NO. BUSINESS LICENSE NO. SUBDIVISION. LOT(S)- LEGAL DESCRIPTION {/)\^(p Cf '^^tjC^lf-'ll CHECK IF SUBMITTED: • 2 ENERGY CALCS • / 2 1987 ENERGY CALCS FOR NON RESIDENTIAL BLDGS DESCRIPTION OF WORK 2 STRUCTURAL CALCS • 2 SOILS REPORTS • 2 SELF ADDRESSED ENVELOPES DATE GIVEN/ SENT TO APPLICANT DATE CONTACT PERSON I LA COSTA LETTER ADDRESS SCHOOL FEE FORM CITY ZIP P & E CORRECTIONS LIST CERTIFICATE OF OCCUPANCY APPLICANT'S SIGNATU DATE White - File Yellow - Applicant Pink - Finance Gold - Assessor CITY OF CARLSBAD INSPECTION REQUEST PERMIT* CB881001 FOR 11/07/89 DESCRIPTION: 43,303 SF TILT UP SHELL BLDG 11849SF OFF,15727SF MFG,15727SF WHSE JOB ADDRESS: 2875 LOKER AV EAST APPLICANT: KINOSHITA, MICHAEL CONTRACTOR: TECH CONSTRUCTION CORP OWNER: REMARKS: T2/MH/FRAN/223-1663 SPECIAL INSTRUCTIONS: STR: PHONE: 2767710 PHONE: PHONE: INSPECTOR INSPECTOR AREA PK PLANCK* CBS81001 OCC GRP CONSTR. TYPE NEW FL: STE: TOTAL TIME: . CD LVL DESCRIPTION 19 29 39 49 ST Final Structural PL Final Plumbing EL Final Electrical ME Final Mechanical ACT COMMENTS ***** INSPECTION HISTORY ***** DATE DESCRIPTION 101989 Final Combo 101889 Final Combo 101389 Final Combo ACT INSP CO PK CO PK NS PK COMMENTS SEE NOTICE 10-18-89 SEE NOTICE 10-18-89 FINAL BUILDING INSPECTION PLAN CHECK NUMBER: PROJECT NAME: ADDRESS: 881001 Tech Construction DATE: 10/13/89 2875 Loker Av. East PROJECT NO.: TYPE OF UNIT: CONTACT PERSON:. CONTACT TELEPHONE:. . UNIT NUMBER: New Comm NUMBER OF UNITS: Sam PHASE NO.: 223-1663 AJI Departments INSPECTED BY: APPROVED DISAPPROVED INSPECTED BY: DATE INSPECTED: APPROVED DISAPPROVED INSPECTED BY: DATE INSPECTED: APPROVED DISAPPROVED COMMENTS: Rev. 1/ae WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire PLAN CHECK NUMBER: PROJECT NAME: ADDRESS: PROJECT NO.: TYPE OF UNIT: CONTACT PERSON CONTACT TELEPHONE FINAL BUILDING INSP 881001 OCT 1989 ^ Fteeei^ff- —^ Sis/13/39 All Departments INSPECTED BY: INSPECTED BY: INSPECTED BY: DATE INSPECTED DATE INSPECTED: APPROVED APPROVED DISAPPROVED DISAPPROVED DISAPPROVED COMMENTS: li Rev. 1/66 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PiNK: Planning GOLD: Fire FINAL BlflLDfNG INSPECTION PLAN CHECK NUMBER: PROJECT NAME 881001 DATE: 10/13/39 Tech Corjstructlao DjrCT NO TYPE OF UNIT: NUMBER OF UNITS: CONTACT PERSON:. CONTACT TELEPHONE:. 223-1663 Ail Departinents INSPECTED BY: INSPECTED BY: DATE INSPECTED: DAT^ INSPECTED: APPROVED APPROVED DISAPPROVED DISAPPROVED Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire FINAL BUI^DIN;:! INSPECTION PLAN CHECK NUMBER: PROJECT NAME: ADDRESS: 881001 DATE: 10/13/89 Tech Construction -^^^2875 Lol<er Av. East PROJECT NO.: TYPE OF UNIT: CONTACT PERSON:. CONTACT TELEPHONE:. UNIT NUMBER: New Cotnm NUMBER OF UNITS: PHASE NO.: Sam 223-1663 AM Departments OCT. 3 0 1989 INSPECTED I ox LA ^ DATE WV.i. o '^"^ ^ BY: l/^* ^>rLi INSPECTED: APPROVED DISAPPROVED INSPECTED BY: DATE INSPECTED: APPROVED DISAPPROVED INSPECTED BY: DATE INSPECTED: APPROVED DISAPPROVED COMMENTS: Carlsfead Elynielpal Water district Ei itjirieering DcpartsTisnt (619)438-3367 to MUNICIPAL WATER DISTRICT i4i Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire FINAL BUILDING INSPECTION ''KaVED OCT ) 7 ,933 PLAN CHECK NUMBER: PROJECT NAME: ADDRESS: fiSIOOl Tech Constructloti DATE: 10/13/39 2875 Loker Av. East PROJECT NO.: TYPE OF UNIT: CONTACT PERSON:. CONTACT TELEPHONE:. UNIT NUMBER: NUMBER OF UNITS: Sam PHASE NO.: 223-1683 All Departments INSPECTED BY: INSPECTED: /Q//?/d^T DATE INSPECTED: APPROVED X APPROVED DISAPPROVED DISAPPROVED INSPECTED BY: DATE INSPECTED: APPROVED DISAPPROVED COMMENTS: Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PiNK: Planning GOLD: Fire DATE /O -/8 ' Sf UNSCHEDULED INSPECTION INSPECTOR PERMIT # Q^^/DO/ JOB ADDRESS ^^7'^ /^j^yi. PLANCK # G^ TIME ARRIVE:, CD LVL DESCRIPTION TIME LEAVE: ACT COMMENTS CITY OF CARLSBAD GRADING INSPECTION CHECKLIST FOR PARTIAL SITE RELEASE PROJECT INSPECTOR: DATE: PROJECT ID: O^L^^/j-p €>^/<S GRADING PERMIT NO.: LOTS REQUESTED FOR RELEASE; BOtCPI/O^ FAP^ FOR /-^f 3^ N/A s Not Applicable / s Complete 0 s Incomplete or unacceptable 1st. 2nd. / / 1. Site access to requested lots adequate and logically grouped 2. Site erosion control measures adequate 3. Overall site adequate for health, safety and welfare of public 4. Letter of request for partial release submitted 5. 8-1/2" X 11" site plan showing requested lots submitted 6. Compaction report from soils engineer submitted 7. Engineer-of-work certification of work done and pad elevations 8. Geologic engineer's letter if unusual geologic or subsurface conditions exist 9. Project conditions of approval checked for conflicts 10. Can water service be installed prior to bringing building combustibles on site. Partial release of grading for the above stated lots is approved for the purpose of building permit issuance. Issuance of building permits is still subject to all normal City requirements required pursuant to the building permit process. Partial release of the site is denied for the following reasons: DATE PROJECT/ £7 ' DATE TELEPHONE (619) 223-1663 TECHBILT CONSTRUCTION CORP. 3575 KENYON STREET SAN DIEGO, CALIFORNIA 92110 MAILII^ ADDRESS: P. O. BOX 80036 SAN DIEGO, CALIFORNIA 92138 November 2, 1989 Mr. Pat Kelley The City of Carlsbad Building Department 2075 Las Palmas Drive Carlsbad, CA. 92009-4859 RE: 2875 Locker Ave. Permit No. 88-1001 and 89-265 Dear Mr. Kelley: Enclosed with this letter is a final report from Southern California Soil and Testing, Inc. in reference to the above men- tioned job. Also included is S.I. 9 dated 11/01/89, in regard to an earlier inspection made on 5/12/89 and noted on report S.I. 5. Also, enclosed is a letter from Michael Hayes of Burkett and Wong addressing the note made on 6/8/89, Report S.I. 8, concerning the length of a weld at connection B.l. These reports should satisfy the correction item, in regard to special inspections, for final inspections of our project. If you have any questions, please contact me. Very truly yours, TECHBILT^ CONSTRUCTION CORP. :even Teixeira ST:eb end. SOUTHERN CALIFDRNIA SOIL AND TESTING, INC. 6280 RIVERDALE ST. SAN DIEGQ, CALIF. 92120 • TELE 280-4321 • P.O. BOX 20627 SAN DIEGO, CALIF. 92120 G7B ENTERPRISE ST. ESCDNDIDD. CALIF. 9ZOZ5 • TELE 746-4544 Novenfcer 1, 1989 Tfechbuilt Construction SCS&T 8912139 P.O. Box 80036 San Diego, California 92138 Reference: Lot 36 Carlsbad Oaks East Building Permit #CB88-1001 Sxibject! Verification of Special Inspections Gentlemen: Special Inspections of Reinforced Concrete, and Structural Steel Asserrbly were performed by Inspectors employed by Southern Califoima Soil and Testing, Inc. as detailed in Special Inspection Reports 1 through 9 . Discrepancies noted in Special Inspection Report No. 8 are adressed in the attached letter from the Structural Engineer of record, Burkett and Wong. Otherwise to the best of our Inspectors' knowledge, the work was in substantial confomance with the approved plans and specifications, and the applicable Sections of the Uniform Building Code. Vte appreciate the opportunity to provide our services. Respectfully submitted, SOOTEffiRN CALIFORNIA SOIL AND TESTING, INC. Charles H. Christian, R.C.E. 22330 cc: (3) Techbuilt Construction (1) City of Carlsbad SOUTHERN CALIFORNIA SOIL AND TESTING, INC. SOUTHBRIM CALIFORNIA SOIL AND TB8TINQ, INC. BSBO RIVERDALE STREET. P O- BOX 80687 SAN OIEGO. CALIFORNIA 98120 [61S] SBO-43S1 676 ENTERPRI8E STREET, ESCONDIDO. CALIFORNIA 92035 (BlS) 746-4544 JOB: SCST NO. S.I. DATE jot 36 Carlsbad Oaks East 8912139 1 4-13-89 ADDRESS: BLDG. PERMIT NO. PLAN FILE NO. ?875 Laker Avenue East, Carlsbad CB88-1001 ARCHITECT: TYPE INSPECTION: teinforced Concrete KroramenhocJvlfcKeown & Associates ENGINEER: MATERIAL INSPECTED: teinforcing Steel: ASTM A615 Gr. 40/60 :oncrete! 2500 1-13-89 5ceg Wolfram :-259 DISTRIBUTION: Burkett & Wong CONTRACTOR: Techbilt Construction/L.R. Hubbard Inspected reinforcing steel for partis S-2, S-7, S~8, S-9, S-10, S-11, E-3, E-2, E-1. VSadJi reinforcing appears acceptable, however, panels are not ready for concrete placement. Detail #3 on S-10 and 4 on S-6 are not correct in panels. Plates and embeds not complete. In general panels are just not ready. Reinspection required to concrete placement. (3) Tech Construction (1) City of Carlsbad aOUTHBRN CALIFORNIA •OIL AND TBSTINO, INC. REVIEWED BY: David J. Ahers. R.C.E. #26815 BOUTHBRN CALIFORNIA BOIL ANO TBSTINO^ INC. SSBO RIVERDALE STREET. P D. BOX 80687 SAN DIEGO. CALIFORNIA 9S180 (616] SaO-43S1 676 ENTERPRISE STREET. E8CONOIDO. CALIFORNIA 98085 (61S} 746-4544 Lot 36 Carlsbad Oaks East ADDRESS: 2875 Loker Avenue East, Carlsbad TYPE INSPECTION: Reinforced Concrete MATERIAL INSPECTED: Reinforcing Steel: ASTM A615 Gr. 40/60 Concrete: 3000 SCST NO. 8912139 S.I. 2 DATE 5-03-89 BLDG. PERMIT NO. CB88-1001 PLAN FILE NO. 4-17-89 M. Saunders 452 4-18-89 M. Saunders 452 4-18-89 M. Saundeirs 452 4-20-89 M. Saunders 452 4-21-89 M. Saunders 452 ARCHITECT: Kramrnenhock/NfcReown & Associates ENGINEER: Burkett & VJbng CONTRACTOR: Techbilt Construction/L.R. Hubbard Inspected reinforcemient for placement and grade of steel for tilt-up panels marked S-1, S-2, S-3, S-4, S-5, S-7, S-8, S-9, S-10 and S-11. No concrete placed this date. Inspected reinforcement for placement and grade of steel for tilt-up panels marked N-5, N-6, N-7, E-1, E-2, A-3, A-5, A-1, S-6, S-12, S-13, S-14, S-15, A-4, A-1, E-3. NO concrete this date. Inspected the placing of concrete at tilt-up panels marked S-1, thru S-15, E-1 thru E-3, and A-1, A-4, W-7, A-3. Fabricated 2 sets of 4 specimsns for compressive testing. Inspected reinforcement for placement and grade of steel panels marked N-1 thru N-4, W-1 thru W-6, A-2, E-4, E-5. complete. Reinspection needed, no concrete this date. for tilt-up Panels not Inspected reinforcement for placement and grade of steel for tilt-up panels marked N-1 thru N-4, W-1 thru W-6, a-2, E-4, E-5. The work inspected complies with the approved plans and specifications. No concrete this date. DISTRIBUTION: (3) Tech Construction (1) City of Carlsbad BOUTHBRN CALIFORNIA BOIL AND TBBTINO, INC REVIEWED BY: David J-. Akers, R.C.E. #26815 BOUTHBRN CALIFORNIA BOIL ANO TBBTINO^ INC. BSaO RIVERDALE STREET. P O. BOX 80687 SAN DIEGO, CALIFORNIA 981SO (61S] 676 ENTERF3RISE STREET. ESCONOlOO, CALIFORNIA 98D8S (61S] 746-4544 JOB: SCST NO. S.I. DATE Lot 36 Carlsbad Oalcs East 8912139 4 6-01-89 ADDRESS: 6LDG. PERMIT NO. PLAN FILE NO. 2875 Loker Avenue East, Carlsbad CB88-1001 ARCHITECT: TYPE INSPECTION: Krommenhock/ffcKeown & Associates Precast Welding Ass. MATERIAL INSPECTED: ENGINEER: Burkett & WDng Reinforcing Steel: ASTM A615 Gr. 40/60 with A36 Steel Plate CONTRACTOR: Techbilt Construction/L.R. Hubbard 5-02-89 David Lockhart 323 5-03-89 Steve CamfAjell W-206 Wfelder - as per attached sheets Base metal A36 steel filler EOXX Monitored set up, initial pass and svibsequent passes to concrete lintel with A36 steel emibeds, 3/8 fillet welds, 3 sides with 3x4x12 1/2 thick angle iron. Certified Vtelder: Doug Fine - #88-0992 FCAW-NR211 and SMAW-E70XX Arrived on-site as reuested and reviewed job plans and specif icatins. Welding sub-contractor has requested that the PCAW method be used in lieu of SMAW. Informed engineer Mike Hayes and Carlsbad Inspection Department of the proposed change both of vtan agreed to the change as long as the welder coiiLd produce mill certifications or product sutmiittals stating that the proposed filler metalis comparable or better than that vbich is specified. The welding contractor vas able to produce a product identification code vM.ch was looked up in AWSDl.l and found to be acceptable as per code. Copies of the submittal will be sent by the General Contractor or his representative. Observed the field welding proceedures of the welder listed above at the following connections; 3/SlO details at N-2 and N-3, N-3 and N-4, 5-1 and 5-2, 5-10 and 5-11, W-4 and W-5. 2/SlO detail at W-6 lower connection on line J 6/SlO details at S-2 and E-2 1/SlO detail at W-3 and N-1 4/S5 detail at S-1 and S-2, S-3 and S-4, S-4 and S-5, S-5 and S-6, S-7 and S-8, S-8 and S-9, W-4 and W-5, N-2 and N-3 and N-3 and N-4, 5/S5 detail at S-13 and w-1 and W-5 and N-2. DISTRIBUTION: (3) Tech Construction (1) City of Carlsbad BOUTHBRN CALIFORNIA BOIL AND TBBTINO, INC REVIEWED BY: David J. Aters, R.C.E. #26815 BOUTHBRN CALIFORNIA BOIL ANO TBSTINO, INC. B8BO RIVERDALE STREET, P O. BOX 80687. SAN DIEGO, CALIFORNIA 98180 (61S] SSO-43S1 676 ENTERPRISE STREET, ESCONOlOO, CALIFDRNIA 98085 (618)746-4544 Page 2 of 2 SCST NO. 8912139 S.I. 4 DATE 6-01-89 BLDG. PERMIT NO. CB88-1001 PLAN FILE NO. Lot 36 Carlsbad Oaks East ADDRESS: 2875 Loker Avenue East, Carlsbad TYPE INSPECTION: Precast Welding Ass. MATERIAL INSPECTED: Reinforcing Steel: ASTM A615 Gr. 40/60 with A36 Steel Plate 5-03-89 Steve Campbell W-206 ARCHITECT: Krommenhock/McKeown & Associates ENGINEER: Burkett & Wong CONTRACTOR: Techbilt Construction/L.R- Hubbard Wfelds observed appear to be acceptable in size, shape and configuration. All reinforcing steel wsa preheated prior to welding. All plate stock appeared to be ASIM A36 steel. Reinforcing steel and structviral steel mill certs are available. DISTRIBUTION: (3) Tech Construction (1) City of Carlsbad lUTHBRN CALIFORNIA BOIL ANO TBBTINO, INC. REVIEWED BY: David J. Akers, R.C.E. #26815 BOUTHBRN CALIFORNIA BOIL ANO TBBTINQ, INC. eSBO RIVERDALE STREET. P O. BOX 80687. SAN OIEGO. CALIFORNIA 981SO 676 ENTERPRISE STREET. ESCONDIDO. CALIFDRNIA 9808S (616)746-4544 (61S)S80-43S1 JOB: Lot 36 Carlsbad Oaks East ADDRESS: 2875 Loker Avenue East, Carlsbad TYPE INSPECTION: Reinforced Concrete MATERIAL INSPECTED: Reinforcing Steel: ASTM A615 Gr, 40/60 Concrete: 3000 SCST NO. 8912139 S.I. 5 DATE 6-7-89 BLDG. PERMIT NO. CB88-1001 PLAN FILE NO. 5-12-89 Steve Camftell W-206 5-12-89 Scott DeMars 356 5-12-89 Steve Carniffcell C-206 ARCHITECT: Krcmnenhock/McReown & AssocdLates ENGINEER: Burkett & Wang CONTRACTOR: Techbilt Construction/L.R. Hubbard Observed the fit-up and welding proceedures at the following locations 4-S5 detail at panels S-10 and S-11, 5-SlO and 9-SlO details at panel E-3, 14-S9 detail at panel S-3, both 3-SlO details and left 5-S5 detail ^t panel S-13 details at panel E-3 see change dated 5-3-89 and signed ty Mike Hayes, Structural Engineer. Relieved by Scott DeiMars at 1300. •> Visually inspected field welding of panel connections in the following locations: Panel connections N-2/W-5, N1/W3, N4/E4, per detail 5/S5- panel connections W2/W3; per detail 4/S5- panel connections W1/S14, N5/N6 and N6/N7 per detail 3/SlO - panel connection S14/W-2 per attached nemD. Concrete connection W2/N2 and N4/E4 per detail 5/S5. NOTE: Panel connection E4/N5 per detail 11/SI plate is missing. Verified the carbon equivalent of reinforcing steel to be welded with mill certificates per approved plans. Inspected the reinforcing steel placement for the 8" CIP wal under panel W-6, see detail 14-S6. Reinforcing appears acceptable as per plan, hovrever no concrete placed this date. DISTRIBUTION: (3) Tech Construction (1) City of Carlsbad BOUTHBRN CALIFORNIA IIL AND TBBTINO, INC REVIEWED BY: David J R.C.E. #26815 BOUTHBRN CALIFORNIA BOIL ANO TBSTINO, INC. B8BO RIVERDALE STREET. P O. BOX 80687. SAN OIEGO. CALIFORNIA 98180 (619)880-4381 676 ENTERPRISE STREET. ESCONDIDO, CALIFORNIA 98085 (616)746-4544 JOB: SCST NO. S.I. DATE Lot 36 Carlsbad Oaks Eeist 8912139 6 6-12-89 ADDRESS: BLDG. PERMIT NO. PLAN FILE NO. 2875 Loker Avenue East, Carlsbad CB88-1001 ARCHITECT: TYPE INSPECTION: Structviral Steel MATERIAL INSPECTED: Reinforcing Steel: ASTM A615 Gr. 40/60 with A36 Steel Plate Krorannenhock/McKeown & Associates ENGINEER: Burkett & Wong CONTRACTOR: Techbilt Construction/L.R. Hul±>ard 5-15-89 Scott Demiars 356 Visvially inspected the field welding of bent "V" plate, for G.L.B., to eiriDeded plate on panels. Connections in the following locations. Panel S14, E2 and W7 per detail 9/S9 and 14/S9. DISTRIBUTION: (3) Tech Construction (1) City of Carlsbad BOUTHBRN CALIFORNIA BOIL AND TBBTINO, INC. REVIEWED BY: David J. Akers, R.C.E. #26815 BOUTHBRN CALIFORNIA BOIL ANO TBBTINO^ INC. B8BD RIVERDALE STREET. P O. BOX 80687. SAN DIEGO, CALIFORNIA 98180 (616)880-4381 676 ENTERPRISE STREET. ESCONDIDO. CALIFORNIA 98D8S (618)746-4544 JOB: SCST NO. S.I. DATE Lot 36 Carlsbad Oaks East 8912139 7 6-30-89 ADDRESS: SLDG. PERMIT NO. PLAN FILE NO. 2875 Loker Avenue East, Carlsbad CB88-1001 ARCHITECT: TYPE INSPECTION: Structural Steel Kixxnienhock/McKeown & Associates ENGINEER: MATERIAL INSPECTED: Reinforcing Steel: ASTM A615 Gr. 40/60 with A36 Steel Plate/Flux Core Arc Welding 6-13-89 David Lockhart 323 6-15-89 David Lockhart 323 Burkett St Wang CONTRACTOR: Tfechbilt Construction/L.R. Hubbard Certified Welder: Rick Egert 1) Verified welder Rick Egert as per AWS D1.4 reinforcing steel 2) Joint Configuration, 1/2 flare bevel 3) Inspected inital set-up and pass with subsequent passes, 3 places. Welder continuing with 1/2 flare bevel velds 5 places reinforcing steel and bolted plate on glue lam beans ref. 8/S9. NOTE: Remcve all slag from velds and paint. to #10 bar to detail DISTRIBUTION: (3) Tech Construction (1) City of Carlsbad BOUTHBRN CALIFORNIA BOIL AND TBBTINO, INC REVIEWED BY: James E. Oliverson, P. E. BOUTHBRN CALIFORNIA BOIL ANO TB8TINO, INC eSBO RIVERDALE STREET. P O. BOX 80687. SAN DIEGO. CALIFORNIA 98180 (818)880-4321 676 ENTERPni8E STREET. ESCONDIDO. CALIFORNIA 9808S (618)746-4544 JOB: SCST NO. S.I. DATE Lot 36 Carlsbad Oaks East 8912139 8 08-03-89 ADDRESS: BLDG. PERMIT NO. PLAN FILE NO. 2875 Loker Avenue East, Carlsbad CB88-1001 TYPE INSPECTION: Structural Steel MATERIAL INSPECTED: A36 Steel Plate/Flux Core Arc Vfelding 6-08-89 Mark Blakely 00134 ARCHITECT: Kromnenhock/M::Reown & Associates ENGINEER: Burkett & Wong CONTRACTOR: Techbilt Construction/L.R. Hubbard Inspected welding operation of beam flange to wall veld plate connections at mezzanine level lines B.l (5), B.l (2.5), B.9 (2), D.l (2.5) both horth and east connections, C (5) and E(7.5). In addition, angle plate at wall comer intersection A (2.5). NOTE: At connection B.l (5 and 2.5) the weld plates emiaedded in the walls at the wrong elevations leaving only 12 inches of veld. DISTRIBUTION: (3) Tech Construction (1) City of Carlsbad BOUTHBRN CALIFORNIA BOIL AND TBBTINO, INC lEWED BY: Ff)/<. James E. Oliverson, P. E. BOUTHBRN CALIFORNIA BOIL ANO TB8TINO, INC B8BO RIVERDALE STREET, P D. BOX 80687. SAN DIEGO. CALIFORNIA 98180 (613)860-4381 676 ENTERPRISE STREET. ESCONDIDO, CALIFORNIA 98085 (618)746-4544 JOB: SCST NO. S.t. DATE Lot 36 Carlsbad Oaks East 8912139 9 11-01-89 ADDRESS: BLDG. PERMIT NO. PLAN FILE NO. 2875 Loker Avenue East, Carlsbad CB88-1001 TYPE INSPECTION: Structural Steel MATERIAL INSPECTED: 10-30-89 Scott DeMars 356 ARCHITECT: Kromnenhock/McKeown & Associates ENGINEER: Burkett & Wong CONTRACTOR: Techbilt Construction/L.R. Hubbard Visually inspected the ccmpleted field velding of panel connection E4/N5 per detail 17/S7. Ri^rt dated 5-12-89 noted plate as missing at connection. The 3/4" x 12" x 12" plate welded to embeded panel plates hcis been installed and conforms to details. DISTRIBUTION: (3) Tech Construction (1) City of Carlsbad BOUTHBRN CALIFORNIA BOIL AND TESTINO, INC. ;iEWED BY Janes E. Oliverson, P. E. BOUTHBRN CALIFORNIA BOIL ANO I BB1INQ* INC SSBO niVEROALf STREET. P O. BOX 80BS7. SAN OIESO. CAi-IFORNtA 88180 (618) 880-4381 578 ENTERPRISE STREET. ESCONOiaO. CALIFORNIA 88029 (618) 748^4544 FILE NUMBER: JOB: AOORESS: OWNER: ARCHITECT: ENGINEER: CONTRACTOR OF COMRRBBBION TBBTB April 26, 1989 OATE: 8912139 Carlsbad Oak East 2875 Loker Avenue, Carlsbad Krommenhoek/McKeown Techbuilt Const. Co. Permit #CB88-1001 ASTM (C39) jbcoNCReTE • MORTAR • QROUT • QUNITB • LOCATION IN STRUCTURE: CEMENT: ADMIXTURE : SAMC: ROCK MIX ISJO CR PRDPORTIONS: TIME IN MIXER. MINUTES: SLUMP. INCHES: (S-7) FABRICATED BY: M.G. Tested By: JR Tilt-Up Panel II Pozz Type A 322N Sorrento Ready Mix Sorrento Ready Mix 560 5.5 Sack 52 3 1/2 Saunders TRUCK NO: 74 TICKET NO: 95861 LABDRATORY NO: MARK: 2446 2447 2448 2449 OATE MADE: DATE RECEIVED. OATE TESTED; QlAMETER IMCHES: a-a^A. sa. IISJCHES MAXIMUM LOAD LBS.: COMPRESSIVE STR.. PSI : ASE TESTED. DAYS: REO O PSI AT SS DAYS: UlSJIT WT/CU FT [PLASTIC]: 4-19-89 4-20-89 4-26-89 6.00 28.27 89,750 3,170 7 3,000 5-17-89 125,500 4,440 28 5-17-89 125,750 4,450 28 Discarded DISTRIBUTION : (3) Tech Construction (1) City of Carlsbad BOUTHBRN CALIFORNIA BOIL ANOTBBTINQ, INC. REVieweo 8V: David J. Akers, R. C. E. #26815 BOUTHBRN CALIFORNIA BOIL AND TBBTINO, INC eaeo RIVEROAL£ STREET, P.O. BOX aoesT. SAN OIEGO. CALIFORNIA sa 1 ao (B i si aso-43a i STB ENTERPRISE STREET. ESCONOOO. CAUFORNIA saoas (618) 746-4544 REPORT OF COIVIRRBBBION TBBTB FILE NUMBER: 8912139 DATE: May 1, 1989 ASTM (C39) ibcoNCRSTE JOB: Carlsbad Oaks East DATE: May 1, 1989 • MORTAR AODRESS: 2875 Loker Avenue • onouT OWNER: • GUNITE ARCHITECT: Kroramenhoek & McKeown Permit #CB88-1001 • ENGINEER: CONTRACTOR. Techbuilt Construction Co. LOCATION IN STRUCTURE : CEMENT: ADMIXTURE : ROCK MIX MO. OR PROPORTIONS: TIME IN MIXER. MINUTES: SLUMP. INCHES: FAeRicATED BY: ^.Q. Saunders Tested By; JR Tilt-Up Panel Marked N-4 Type II Pozz Type A, 322N Sorrento Ready Mix Sorrento Ready Mix 560 5.5 Sack 60 4 TRUCK NO: 110 TICKET NO: 97614 LABORATORY NO: MARK: 2583 OATE MADE OATE RECEIVED. CATE TESTED: DIAMETER INCHES: APEA. sa. INCHES: MAXIMUM LOAD. LBS.: COMPRESSIVE STR., PSI : AGE TESTED. DAYS: REO O PSI AT SB DAYS: UNIT WT/CU FT (PLASTICl: 4-24-89 4- 25-89 5- 01-89 6.00 28.27 83,750 2,960 7 3,000 2584 5-22-89 116,000 4,100 28 2585 5-22-89 113,500 4,010 28 2586 Discarded DISTRIBUTION : (3) Tech Construction (1) City of Carlsbad BOUTHBRN CALIFORNIA BOIL AND TBBTINO, INC. Rsvieweo BY: v^— f David J. Akers, R. C. E. #26815 burkett &ujong ^ englneefs & surveyors 5434 fourth avenue • son diego. co. 92I05-49II • phone (6I9)299-^5J^ MEMO - LETTER 299i5ltf ^/^ A SUBJECT 1^177^ ^ C T DISTRIBUTION; (3) Tech Construction (1) City of Carlsbad SOUTHKRN CALIFORNIA SOIL AND reSTINO, INC Janes E. Oliverson, P BEST COPY KMsA ARCHITECTURE • ENGINEERING • PLANNING KROMMENHOEK MCKEOWN ASSOCIATES WILLIAM C. KROMMENHOEK, A.LA. JOHN M. McKEOWN, JR., A.LA. SEPTEMBER 19, 1989 CITY OF CARLSBAD BUILDING INSPECTION 2075 LAS PALMAS ROAD CARLSBAD, CA. 92 009 RE: LOT 36 2875 LOKER AVENUE EAST PLAN NO. 88-1001 KM&A JOB NO. 88-502 TO WHOM IT MAY CONCERN: ATTACHED IS A RESPONSE FROM OUR STRUCTURAL ENGINEER TO SOUTHERN CALIFORNIA SOIL AND TESTING, INC. REPORT DATED AUGUST 3, 1989. MICHAEL J. KINOSHITA A.T.A. CC: STEVE TEXIERA (TECH CONSTRUCTION) MJK/MW SENIOR ASSOCIATES: Thomas B. Awbrey, A.I.A. • Dale Drexler" Jon Lee Ebert • Timothy J. Rubesh, A.LA. ASSOCIATES: Robert E. Brotherton, A.I.A. • Robert B. Smith, A.I.A. • Richard J. Sticl<ler, A.I.A. • Bruce C. Thomas, A.I.A. Post Office Box 82208, San Diego, California 92138 ' • 1515 Morena Boulevard, San Diego, California 92110 • (619) 276-7710 • FAX (619) 276-7715 SCUTHBRN CALIFORNIA SOIL AND TESTINO^ INC. eaeo RIVEROALE STREET, P O. BOX soes7. SAN DIEGO. CALIFORNIA esiso ceie) SQO-43ai 878 ENTERPRISE STREET. ESCONOIDO. CALIFORNIA 9202S {e^ B] y^iB-^S^ f jos; Lot 36 Carlsbad OaJca East I ADDRESS: 2875 Loker Avenue East, Carlsbad TYPE INSPECTION: structural Steel MATERIAL INSPeCTEO: A3 6 Steel Plate/Fliox Core Arc Welding 6-08-89 Mark Blakely 00134 SCST NO. 8912139 S.I. 8 BLOQ. PERMIT NO. CB88-1001 OATE 08-03-89 P'wAN FILE NO. ARCHITECT: KronTTEnhock/>3cKeown & Associates EI^XjlNEER: Burkett & Wong CONTRACTOR: Techbilt ConstructionA'.R. Hubbard Inspected \velding operation of beam flange to wall weld plate connections at nnezzanine level lines B.l (5), B.l (2.5), B,9 (2), D.l (2.5) both north and east connections, C (5) arid E(7.5). In addition, angle plate at vail comer intersection A (2.5). ^Ja^E: At connection B.l (5 and 2.5) the wsld plates errtoedded in the walls at the wrong elevations leaving only 12 inches of vreld. DISTRIBUTION; (3) Tech Construction (1) City of Carlsbad SOUTHKRN CALIFORNIA SOIL AND TESTINO^ INC James E. Oliverson, P. E ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: Oc JURISDICTION: C/Tt^ PLAN CHECK NO: ?^-/j:>of PROJECT ADDRESS! SET LCANT [CTION CHECKER ]FILE COPY • UPS nDESIGNER PROJECT NAME; /S^f^B/ r •34 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. 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: j I Esgil staff did not advise the applicant contact person that plan check has been completed. [ I Esgil staff did advise applicant that the plan check has — been completed. Person contacted; ' /<://t/os///7T«- • • • • Date contacted; n REMARKS: Telephone » ^7^-77/0 ESGIL CORPORAtlON Enclosures ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CK 92123 (619) 560-I4«8 DATE: fin^^,^«^ ^QAPPLICANT^ JURISDICTION: C^A/i^aA£> HPLAN CHECKER • FILE COPY PLAN CHECK NO: 3^3^- ^^Ol SET; jT fjUPS PROJECT ADDRESS: rlDESIGNER PROJECT NAME; /^^ Bt(-r- - 3^ C^^LSA'^^ O^^^f^s.- ^^^SJ-. • The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. I—I The plans transmitted herewith will substantially comply I I 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. • 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; Mc/7Ag^ k',K>os^ f^^. So/. 3'2ZO'8 rn Esgil staff did not advise the applicant contact person that plan check has been completed. ^ Esgil staff did advise applicant that the plan check has been completed. Person contacted: /)!. -tcqfnoWl^rrQ Date contacted: ^/^v/m Telephone # ^76- 77/0 [~] REMARKS; By; /^-^^/^^ ~ Enclosures; /^^^/3»7t)^ fZ^p.^i^^^^^^ ESGIL CORPORATION CITY OF CARLSBAD PLAN CHECK NO. 88-1001, SET II SEPTEMBER 26, 1988 REMAINING ITEMS FROM ORIGINAL CHECK LIST 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 Dr., #208, San Diego, California 92123, (619) 560-1468. To speed up the recheck process, note on this list (or a copy) where each correction item has been addressed i.e., plan sheet, specification, etc. Be sure to enclose the marked up list when you submit the revised plans. 10. Provide a note on the plans indicating if any hazardous materials will be stored and/or used within the building which exceed the quantities listed in UBC Table 9-A. The Fire Department notes #13 and 14 on sheet T-1 indicates an "H" occupancy use. This building shell has been reviewed as a B-2 occupancy as indicated in the project data. These notes are not applicable to this project and should be removed from plans. 12. Provide a statement on the site plan stating; "All property lines, easements and buildings, both existing and proposed, are shown on this site plan". 202. Specify on the foundation plan or structural specifications sheet the soil classification, and the soils expansion index of the foundation soil. Refer to soil report by company and report # on the plans. 203. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans. (As required by the soil report). 212. Note on plans that surface water will drain away from building and show drainage pattern and key elevations. Section 2905(f). CITY OF CARLSBAD PLAN CHECK NO. 88-1001 SEPTEMBER 26, 1988 214. Note on the plans; "On graded sites, the top of any exterior foundation shall extend above the elevations of the street gutter atpoint of discharge or the inlet of an approved drainage device a minimum of 12 inches plust 2 percent." Provide elevations on the site plan to show compliance. Section 2907(d)5. 254. Provide truss details and truss calculations for this project. Specify on the plans the truss identification numbers. For TJI joist provide design and details per condition 3 of NER-200. 282. A. On the plans show the conditioned and non-conditioned areas used in the energy design. B. On the plans show economizers are required for the HVAC energy design (Title 24 Section 2-5343). C. Show on the plans the roof and wall insulation and the furring of tilt up walls required per energy design (it may be noted "to be done at time of tenant improvement") Show R-values. D. The plans show skylights over the mezzanine office area. The energy design shows no skylights. Provide for CF-6 and show daylighting areas on the plans or remove sky- lights over the conditioned floor area. E. The architect must sign for the envelope design on part 2 of Form CF-IA. 285. Imprint on the plans the Title 24 mandatory requirements. DISABLED ACCESS REQUIREMENTS 1. Handicapped parking c. Maximum slope of parking surface in any direction shall not exceed 1/4" per foot (2-7102d) See grading plan north of building. 3% is more than 1/4" ft. No revised grading plan (c sheets) were submitted. Section 2 and 4 below are not noted on plans nor is compliance shown. Please note and detail on plans. CITY OF CARLSBAD PLAN CHECK NO. 88-1001 SEPTEMBER 26, 1988 2. Curb ramps. As required note on plans: a. Curb ramps shall be located wherever pedestrain path crosses curb. (2-7103a) b. Curb ramps shall be 48" min. width (2-7103b) with maximum slope of 1 in 12. (2-7103c) c. A level 48" min. depth landing is required at top of curb ramp over entire curb ramp width. (2-7103d) d. If no landing is provided, the slope of flared sides shall not exceed 1 in 12. (2-7103d) e. Surface is to be slip resistant. (2-7103f) f. Border marking shall be 12" wide of l/4"xl/4" grooves, 3/4" apart, located at top and slides. (2-7103h) 4. Pedestrian ramps. If required: a. A path of travel with a slope greater than 1 in 20 shall be considered a ramp. (2-3307a) b. The maximum slope shall be 1 in 12. (2-3307c) c. The width shall be 48" minimum. (2-3307b-3) d. A 60" intermediate landing is required at maximum elevation change of 30" and 72" landing at each change of direction (over 30". (2-3307d-l) e. Landings are required at top and bottom of ramps. (2-3307d-l) f. Bottom landing shall be minimum of 72" in the direction of travel. (Fig. 2-33-llA) g. Top landing shall be 60" x 60" minimum.(2-3307d-2) h. When door swings onto top landing, minimum depth of landing required is door width plus 42". (Fig. 2-33-llA) i. Top landing shall have 60" min. width when door swings onto the landing, with 24" on strike side of door at exterior ramp, or 18" at interior ramp. (2-3307d-4) j. Ramp handrails are required on each side of ramp, when slope exceeds 1 in 15. (2-3307e) CITY OF CARLSBAD PLAN CHECK NO. 88-1001 SEPTEMBER 26, 1988 k. Rcimp handrails shall be continuous, located 30"-34" in height above ramp surface, with 12" extensions beyond top and bottom, and the ends returned. (2-3307e) 1. Handrails shall be 1-1/4" to 2" cross section, spaced min. of 1-1/2" from wall. (2-3307e) m. A 2" high curb or wheel guide rail centered 3" plus/minus 1" above ramp surface is required on both sides where not otherwise bounded.^by, walls when the ramp exceeds 10 feet in length. (2-3307h) If you have any questions, please contact Robert C. Hoglen of Esgil Corporation at (619) 560-1468. Thank you. TITLE 24 MANDATORY REQUIREMENTS (To be noted on plans or specifications) HVAC Controls Sec. 2-5315. (a) Each HVAC system shall: 1. Be equipped with at least one automatic device for reducing HVAC energy use during periods of nonuse or alternate uses of the building spaces or zones served by the system; 2. Be able to maintain space temperature set points from 55°F to 85°F. Two or more replaceable fixed set-point devices shall be permitted if installed so as to maintain space temperature set points in the zone that they control; 3. Be able to provide sequential temperature control of heating and cooling capacity in each zone, if both heating and cooling are provided; 4. Provide a range of temperatures up to lO'F in which no heating or cooling is provided to the space, if the HVAC system has both heating and cooling capability; 5. Be able to terminate all heating at 70^F or less; and 6. Be able to terminate all cooling, at 78°? or more. EXCEPTION: Multiple zone HVAC sytems requiring concurrent operation of independent heating and cooling systems need not comply with Section 2-5315{a) i, 2-5315 (a)5, and 2-5315(a)6. (b) Zoning. Each zone shall be provided with at least one of the devices specified in subsection (a) to control the HVAC system which serves the zone. Each floor of a building with conditioned space shall contain at least one zone. Ventilation Systems Sec. 2-5316. On mechanical ventilation supply and exhaust systems capable of moving more than 5,000 cfm of air, auto- matic dampers interlocked and closed on fan shut- down shall be provided. On gravity ventilating systems, either automatic or readily accessible manually operated dampers in all openings to the outside, other than combustion air openings, shall be provided. Doors and Windows Section 2-5317. (a) Doors and windows between conditioned and uncon- ditioned spaces, such as garages and closets for central forced air gas furnaces using outside air for combustion, shall be designed to limit air leakage into or from the building envelope. Control Devices for Indoor Lighting Sec. 2-5319. Controls for lighting loads within the building envelope shall meet each of the following re- quirements . (a) Each area enclosed by ceiling-height partitions shall have independent control of the lighting within that area. (b) Each area enclosed by ceiling-height partitions shall have at least one readily accessible manually operated switching device to control lighting within the area. For lighting controls, "readily accessible" means located so that a person using the device can see the controlled lights or the area being lit. Switching devices in addition to, but not instead of, the required readily accessible manually operated switching devices shall also be permitted. (c) The general lighting of any area 100 square feet or larger in which the connected lighting load equals or exceeds 1.0 watt per square foot throughout the entire area shall be controlled so that the load may be reduced by at least one-half while maintain- ing a reasonably uniform level of illunination throughout the area. Readily accessible switches, that control each luminaire in a space with more than one luminaire/ orthat control each lamp in a space independently meet the requirements of this section. (d) In all areas where effective use may be made of natural light, lighting circuiting shall be arranged so that units, in all portions of the area where natural light is available at the same time, are switched independently of the remainder of the area. Occupant Operating and Maintenance Information to be Provided by Builder The builder shall provide the building owner, manager, and the original occupants a list of the heating, cooling, water heating, and lighting systems and features, materials, components, and mechanical devices conservation or solar devices installed in the building, and instructions on how to use them efficiently. The instructions shall be con- sistent with specifications set forth by the Executive Director. Water Heaters and Plumbing Fixtures Water heaters, showerheads, lavatory faucets and sink faucets must be certified by the California Energy Commission (Excluding: waterheaters of the non-storage electric type and lavatories in public facilities having devices that limit the flow of hot water or have self-closing faucets or having devices that limit the outlet temperature to a maximum of nO'F) Section 2-5314, Table 2-53G. ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO. CA 92123 (619) 560-1468 DATE: JURISDICTION: PLAN CHECK NO: ^7 -SET: X PROJECT ADDRESS : ^ QAEELICANT.^ ~|JURISDICTI5R^^ jPLAN CHECKER JFILE COPY • UPS • DESIGNER PROJECT NAME . IB-CHeti^.y - /-^T 34 (2A^<~%IS^O C7A*:.S ^A^r • • • • The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. 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; /I^ICh/A^S-C- osfYim /^ (3>o)r 3^22.3* I I Esgil staff did not advise the applicant contact person that — plan check has been completed. ^77i Esgil staff did advise applicant that the plan check has been completed. Person contacted;, JJjjJ 7T]^/y)y7^/-^ fl CJX.J^< Date contacted; ^/1 <^/^ Telephone # ^'/^~ ^^^^ REMARKS: By ESGIL CORPORATION Enclosures; //tr^oicyinj&rc Act,^ ^^-r, . - ' riM CHBCX MO. JQRISDICnOII: -I OO f TO: f'. O- Sox SJ^'^^'^ SA^ OI^^-^ CA 9 2-/3 S- PROJECT PMA OOCOPAMCT: B0ILDIII5 DSE: TOT OF omsnsxaioif: ^3,3 03 ACKUL ARE&: AUXlHm AREA; /^'i.^^^ ^ ij^s V^^ifi^ SIOMBi / ^ /-y^g^ HEIGBE: SFKERELBSS OOCDPARI LOAD RElttSES: VIM axgscnm SHEET CaOBRAL OntiEICCIAL Date plans received by iurisdiction! y ^ 1 <• Date plans received by Esgil Corp.: Date initial plan check completed: Applicant contact person: Tel. ;2 7<S '-77F^ gOBBWOW); FUASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical code and state laws regulating energy conservation, noise attenuation and access for the disabled. Ihe 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 Dq>artment, Engineering Department or other departments. Present California law mandates that construction comply with Title 24 and the applicable model code editions adopted, with or without changes, by the various state agencies authorized to propose building regulations for enforcement at the local level. Code sections cited are based on the 1985 UBC. The circled itons listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), 1985 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, note on this list for a copy) where each correction item has been addressed. I.e.. plan sheet, specification, etc. Be sure to enclose the marked UP list when vou submit the revised plans. lOIX: PACK MDMBERS ARE m DI SaqUimCE AS PACB HAVINB IR> HEHS REEODB CORRBCtlORS HERB OOXIID. List No. 80, GENERAL 0CM1ERCIAL, VflTHOUT ENERGY OR LOCAL ORDINANCE OR PCO^ICY SUPPLEMENTS A. PIAIS © Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: Esgil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, (619) 560-1468. ^ Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jxirisdiction, to: The jurisdiction's building department. B. CaffiRAL ^ Provide the site address and a vicinity sketch on the Title Sheet. jyf^ Provide the names, addresses and telephone numbers of the owner and the responsible design professionals on the Title Sheet. © All sheets of the plans and the first sheet of the calculations are required to be signed by the California licensed architect or engineer responsible for the plan preparation. Please include the California license number, seal, date of license expiration and the date the plans are signed. Business and Professions Code. Indicate on the Title Sheet whether or not a grading permit is required for this project. Show on the Title Sheet all buildings, structures, walls, etc. included tinder this application. Any portion of the project shown on the site plan that is not include with the building permit application filed should be clearly identified as "not incltided" on the site plan or Title Sheet. Provide a Building Code Data Legend on the Title Sheet. Include the following code information for eetch building proposed: Occtq>2uicy Groi^ Description of Use Type of Construction Sprinklers: Yes or No Stories Height Floor Area Justification to exceed allowable area in Table " 5-C. (if applicable) Ju^ification to exceed allowable height or ^tories in Table 5-D. (if applicable) © Provide a note with the building data legend stating that yards used for area increases shall be permanently maintained. Provide a note on the plans indicating if any hazardous materials will be stored and7or used within the building which exceed the quantities listed in UBC Table 9-A. C. STEE PLAN © © Provide a fully dimensioned site plan drawn to scale. Show north arrow, property lines, easements, streets, existing and proposed buildings and structures. Provide a statement on the site plan stating: "All property lines, easements and buildings, both existing and proposed, are shown on this site plan". Clearly designate on the site plan existing buildings to remain, existing buildings to be demolished, buildings to be constructed under this permit and any proposed future buildings. Clearly designate any side yards used to justify increases in allowable area based on Section 506. ystf Show on the site pl<ui all proposed walls, retaining walls and fences. Specify their heights on the plans. Provide construction details if a part of this permit. 16J Clearly dimension building setbiu:ks from property lines, street center lines, and froD all adjacent buildings and structures on the site plan. MG Show and dimension on the site plan all building projections includiitg eaves, balconies, cornices and similar appendages extending beyond the exterior walls. Show on the site plan, or provide the grading plans, showing finish floor elevations, elevations of finish grade adjacent to buildings, drainage patterns and locations and gradients of cut or fill slopes. Show dimensioned parking layout including any required disabled access spaces. Show the location of any designated flood plains, open space easements, or other development restricted areas on the site plan. Provide a reference on the site plan to any details or specifications for required site improvements to comply with the Title 24 disabled access requirements. —- 7/29/87 D. LDCAIiai OB PRDPHOT J^lFG When two or more buildings are on the same property, the buildings shall have an assumed property line between them for the purpose of determining the required wall and opening protection and roof cover requirements, per Section 504 (c). An exception is provided if the combined area of the buildings is within the limits specified in Section 505 for a single building. If this acception is used, show how the building(s) will comply with Section 505. Ji;S7 When a new building is to be erected on the same property as an existing building, the location of the assumed property line with relation to the existiitg buildiiig shall be such that the exterior wall and opening protection of the exisiting building meet the criteria of Table 5-A and Part IV. Section 504 (c). -S^r' 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). JJdT The exterior walls less than property line or an assumed shall be ^feet to property line, fire-rated construction. Section 03. Exterior walls shall have a 30 inch parapet when less than ^feet to a property line or an assumed property line. The tj^emost 18" of such parapets shall be noncombustible. (see exertion. Section 1709.) Jlfl^ The exterior wall shall have protected openings (3/4 hour) when closer than feet to a property line or an assumed property line. Section 03. ^Zfft^ The exterior walls shall have no openings when closer than ____ feet to a property line or an eissumed property line. Openings include windows, doors, scuppers, vents, etc. Section ^03. Eaves over required windows shall be not less than 30 inches from side and rear property lines. Section 504 (a). Combustible projections located where openings are required to be protected shall be heavy timber or one-hour construction. Section 1710. Projections may not extend more than 12 inches into areas where openings are not allowed. Section 1710. Projections over public property must comply with Chapter 45. Projections may not extend more than one-third the distance from the exterior wall to the property line or one-third the distance from an assumed vertical plane located ^ere fire- resistive protection of openings is first required, v^ichever is least restrictive. Section 504 (b). Jlfi*^ Fire-resistive exterior wall construction shall be maintained through attic areas. Section 4304 (c). JH^ When openings are required to be protected due to location on property, the sum of openings shall not exceed 50 percent of the total area of the wall in each story. Section 504 (b). ^(^T A covered pedetrian walkway must comply with the requirements in Section 509. Exterior exit balconies cannot be located in an area where openings are required to be protected. Section 3305 (i). Exteror stairways shall not project into yards where protection of openings is required. Section 3306 (n). Yards or courts serving as required exits for 10 or more occutpants must be at least 10 feet wide or have walls of one-houx construction for a height of 10 feet above the court or yard grade. Openings shall be protected by f ire-iissemblies having a rating of not less than three-fourths-hour. Section 3301 (b) 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 structtural frame for the type of construction, whichever is greater. Table 17-A footnote 1, and Section 1702. Openings . for scuppers, mechanical equipment vents, foundation vents and similar openings have to be protected where openings are required to be protected. Table 5-A, Section 03. BDmniB AREA When a building has more than one occtqumcy, the area shall be such that the sum of the ratios of the actual area divided by the allowable area for each occu^iancy shall not exceed one. Section 503 (a). As shown, the building(s) is/are over area for the Type of Construction shown. Table 5-C. 7^29/87 J*>*7 Ae total floor ia-ea of a multi-story building cannot exceed twice the baisic area allowed by Table 5-C after increasing the basic area, per Section 506. No single story can exceed the basic area allowed by Table 5-C plus the increases allowed by Section 506. Unless considered a separate story, the floor area of a mezzanine shall be included in calculating the area of the story in v^ich it is located. Section 505 (c). >7^ A basement need not be included in the total allowable eirea, provided such a basement does not exceed the area permitted for a one story building. Section 505 (d). (F^ AREA SEPARATTnw Mais. 48. Area separation walls may s^arate portions of a building and allow each portion to be considered a separate building, however, the area sepauration wall must be four-hour in Type- I, II-F.R., Ill and IV buildings; and two-hour in Type Il-one-hour, Type II-N and Type V buildiligs. Section 505 (e) 1. 49. Openings in four-hour area separation walls are required to be protected with three-hour fire- resistive assemblies, and 1-1/2 hour fire- assemblies in two-houx area separation walls. Section 505 (e) 1. 50. Openings in area s^iaration walls are limited to 25 percent of the length of the wall in each story. Section 505 (e). 51. If area separation walls do not extend to the outer edge of horizontal projections, (balconies, roof overhangs, canopies, marquees and eurchitectural projections), and the projecting elements contain concealed spaces, the wall shall extend through the concealed spaces to the outer edge 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 siipporting 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. 52. All eurea separation walls must extend in a continuous straight vertical plane from the foundation to a point 30 inches above the roof, but may terminate at the underside of the roof sheathing if the roof/ceiling is two-hour constniction. Two-hour area separation walls may terminate at roofs of entirely noncombustible construction. Section 505 (e) 3. 53. Two-hour area separation walls may terminate at the roof sheathing provided that: 54. Where the elements are such framing such framing than one construction than 5 feet wall. roof/ceiling framing parallel to the walls, and elements si^orting shall be of not less •hour fire-resistive for a width of not less on each side of the b. Where roof/ceiling framing elements are perpendiculu to the wall, the entire span of such framing and elements supporting such framing shall be of not less than one-hour fire-resistive construction. c. Openings in the roof shall not be located within 5 feet of the area separation wall. d. The entire building shall have a fire retardant roof cover in accordance with Section 3203 (g). Section 505 (e) 3. Area separation walls, which separate portions of buildings having different heights, may terminate 30 inches above the lower roof level, provided the exterior wall for a height of 10 feet above the lower roof is of one-hour fire-resistive 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 10 foot width along the wall at the lower roof; v4iere the lower roof/ceiling elements are perpendiculu to the wall, the roof/ceilng elonents shall be one-hour for the entire span. In each case, construction stqtporting the roof/ceiling shall also be one-hour construction. Section 505 (e) 5. 55. No openings in the lower roof are permitted within 10 feet of the area separation wall if parapets are not provided. Section 505 (e) 5. 56. Show the basis for the approved fire-resistive construction elements for the area separation wall, parapet, tmd ceiling assembly if used in lieu of parapet, i.e.. Item Number in Table 43-A, B, C or U.L. Directory, etc. (Note that trusses require two layers of 5/8 inch Type 'X', per Gypsum Fire Resistance Design Manual, Item FC 5406). /^. Sevg77o~> F cyh<^ /^eL7i/^<^^^ OJyf^^ TT^^ 7 ^ ^3> ^e^socj/^c^ 7/29/87 57. Parapets of area separation walls shall have noncombustible faces for the- uppermost 18 inches, including counterflashing and coping materials. 58. See the attached article, "Area Separation Walls Revisited", and incorporate appropriate data and details on your plans. 59. Provide complete details of the area separation wall(s) to show compliance with Section 505 (e) 1-5. 60. Provide a note on the plans stating: "Pltmibing 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). G. BOHPING T^tS'T'/pOKrES JiX". Clearly show the maximum building height baised on the definition in Section 409. ^Jft7 Clearly show if the lower level is a basement or story, based on the definitions in Section 403 and 420. ^Ji/ST^ Plot the finish grade (adjtuient ground level) on the elevations and dimension the distance to the floor above for story determination. See definition of grade. Section 408. ^^tff 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. 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-hotir). Section 507. shall comply with Towers, spires and steeples Section 507, Exception 1. H. yiRE-RESlyj^.YB COWStRUmOW J^. Where one-hour fire-resistive construction is required, an approved autranatic sprinkler system, vAien not otherwise required, may be substituted for the one-hour construction. However, the fire sprinkler system shall not waive or reduce fire-resistive requirements for: occupancy s^Muration, exterior walls due to location on property, area separation walls, shaft enclosures, corridor protection, stair 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 assonblies, etc. Detail how one-hour fire-resistive wall construction is maintained at built-in wall fixtures and behind mailboxes, fire extinguisher cabinets, electric panels exceeding 16 square inches in area, etc. Section 4304 (e). -^TtfT" Detail and reference ICBO number or other approval for horizontal fire assembly using trusses. Section 4303 (b) 6. y>^ Detail how fire-resistive wall and ceiling protection will be maintained at all duct penetrations such as at bathroom and kitchen hood fans, laundry room fans and dryer vents. Also detail recessed li^t fixtures. Section 4303 (b) 6. Roof/ceiling and floor/ceiling assemblies must be of one-hour construction. Detail fire assemblies on plans along with their ICBO number or other I.D. number from the Fire- Resistive Design Manual published by the Gypsum Assoc. or U.L. ntanber or item number from Table 43-C. UBC. Detail water heater vents located inside fire- resistive wall construction or within fire- resistive shafts. Section 1706 (a). T/K^ Detail pre-fabricated fireplace fIties within individual fire-resistive shafts and specify fire-stopping around fireplace box opening. Section 4304 (e). 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. ^€1 Detail column fire protection per Table 43-A in the UBC and specify column impact protection in garage areas per Section 4303 (b) 5. As a mininuffl, show a 22 ga. steel Jacket around each column to a height of 3 feet above the ground for impact protection. ..^i^ Structural members such as beams supporting more than one floor or roof must be individually fire protected. (Section 4303 (b) 6.) Detail required protection. 7/29/87 Clearly specify minimum thickness of walls and slabs to provide -hour : fire-resistive rating per Table 43-B and C. Clearly specify minimum cover for bonded reinforcing at fire-rated floors, ^fire rated columns, ^fire rated beans. Clearly specify minimum cover for prestressed concrete tendons per Section 4303 (c) 3. Detail all plumbing and electrical penetrations at occt^ancy, area, corridor or other fire separation walls as specified in Section 4304 (e). ^^Or^ Detail all fiured ceilings ts required in Section 4203. Show fire-retardant treated wood where necessary. fi/£7 Clearly label and identify on the plans the fire-resistive corridors, area separation walls, shafts, occupancy separation walls and floors, exit courts less than 10 feet wide and exit enclosures, along with their hourly ratings. Section 302 (a). I. maRIOR Awp ram.TWR VTNISH , ^MfT Foam plzistics shall not be used as interior finish except as provided in Section 1712. When walls and ceiling are required to be fire- resistive or noncombustible, the finish material shall be applied directly against such fire-resistive or noncombustible construction or to furring strips not exceeding 1-3/4 inches. The furred space shall be filled with inorganic or Class I material or fire stopped not to exceed 8 feet in any direction. Section 4203, 1. When finish materials are set out or dropped more than 1-3/4 inches from fire-rated walls or ceilings the finish material shall be Class I or sprinklered on both sides or attached to nonconbustible backing or furring strips. Section 4203, 2. ^8grr Hangers and assembly members of dropped ceilings below a one-hour ceiling assonbly shall be noncombustible materials except in Types III and V construction, vriiere flre- retardant treated %KX>d may be used. Section 4203, 2. ^jSffT All interior wall or ceiling finishes less than 1/4 inch thick shall be applied directly against a noncombustible backii^ unless it is in accordance with an approved tested assonbly. Section 4203, 4. Provide a note on the plans or on the finish schedule, "Wall and ceiling materials shall not exceed the flame spread classifications in UBC Table 42-B," J. OOCaPAHCT SKPARAHOW -hour required between occupancy separation is occupancy and the ^occupancy. Table 5-B, Section 503 (d), Tables 43-A, B, C and Chapter 43. (See exceptions in Section 503) Administrative and clerical offices and similar rooms need not be separated from other occi;pancies provided they are less than 750 sq. ft., less than 25 percent of the floor area of the major use and not related to an H- 1 or H-2 occi;^ancy. Section 503 (a). Provide assemblies in the separation -hour fire-resistive door -hour occupancy Section 503 (c). SarTA B-1 occupancy in the basement or first story of a building housing a group B, Division 2 occiq>ancy may be classed as a separate building. The building above may also be considered a separate and distinct building for the purpose of area limitation, limitation of number of stories and type of construction ONLY if the conditions of Section 702 are met: a. B-1 Is Type I construction. b. B-l/B-2 is s^arated by a three-hour occupancy separation. c. B-1 is restricted to passenger v^lcle storage, laundry rooos and mechanical equipment rooms (no storage, recreation room, etc.). d. The maximum building hei^t does not exceed the limits in Table 5-D for the least type of construction. The Type I construction is required to have protected openings when located within 20 feet from a property line or centerline of a public way. Section 1803 (b). In Type I construction, no openings are permitted in exterior walls less than 5 feet from a property line. Section 1803 (b). All openings in floors forming a three-hour separation shall be protected by vertical enclosures above and below the opening. The walls of such enclosures shall be not less than two-hour fire-resistive construction, and openings therein shall be protected by a one and one-half-hour assembly. Section 503 (c) 2. Tables 43-A, B, C and Chapter 43. 7/29/87 j^fTT Corridors serving 30 or more occupants shall have walls and ceilings of one-hour construction except: a. Corridors greater than 30 feet wide when the occupants have an exit independent from the corridor. b. Exterior sides of exterior exit balconies. c. Corridor walls and ceilings need not be of fire-resistive construction within office spaces having an occijpant load of 100 or less then the entire story in vdiich the space' is located is equipped with an automatic sprinkler system throughout and smoke detectors are installed within the corridor in accordance with their listing. Section 3305 (g). ..ISir One-hour fire-rated corridors shall have door openings protected by tight-fitting smoke and draft control assemblies rated 20 minutes, except openings in interior walls of exterior exit balconies. Doors shall be maintained self-closing or be automatic-closing by action of a smoke detector per Section 4306 (b). Doors shall be gasketed to provide a smoke and draft seal where the door meets the stop on sides and top. Section 3305 (h). Total area of all openings, except doors, in any portion of an Interior corridor, shall not exceed 25 percent of the area of the corridor wall of the room which it is separating from the corridor. Such openings shall be protected by fixed, approved 1/4 inch thick wired glass installed in steel frames. Section 3305 (h). ^J.MT'Elevators serving more than two stories shall not open into required one-hour exit corridors unless protected by an approved smoke/draft control door system. In high rise buildings refer to Section 1807 (h). Section 3305. ,^,JS5T~Duct penetrations of fire-rated corridor walls and ceilings shall have fire dampers per Section 4306 (j). JXt^One-hour corridors shall not be tised as an Integral part of a duct system. This includes the space above a dropped ceiling within the one-hour corridor. UMC Section 706 (b). _^AS7T Provide a complete architectural section of the corridor, and exterior exit balcony, showing all fire-resistive materials and details of construction for all floor, walls, roof and all penetrations. Section 3305 (g). ^^irSS^Ceilings of combustible materials cannot be suspended below the one-hour corridor ceiling. In types III or V construction fire retardant treated wood may be used. Section 3305 (g). d&^T^rridor walls may terminate at the ceiling only if the ceiling is an element of a one- hour fire-resistive floor or roof system. Section 3305 (g). ^,}60f^^en two exits are required, dead end corridors and exit balconies are limited to 20 feet. Section 3305 (e). R. EXIT SIGWS [161} Exit signs are required for exits serving an occupant load exceeding 49. Show all required exit sign locations. Section 3314 (a). (162 J Show that exits are lighted with at least one foot candle at floor level. Section 3313 (a). U63J Show that the power supply for exit illumination and exit signs is provided by two separate circuits. (Occtq)ant load exceeds 50 in I occiq>ancies, 100 in H occupancies and 300 in all others). Section 3313 (b) 1. IxrT Show separate sources of power for exit illumination and exit signs. (Occiq>ant load exceeds 999 in A-1, 500 in A-2/2.1, 750 in churches, 100 in I's and 500 in B-2 occupancies used for retail sales or offices). Section 3313 (b) 2. ©The exit sign locations -as—sbewn- are not adequate. ^/^^ft ^J.6i<^Elevators shall be enclosed in a one-hour shaft exc^t in Type I and Type II F.R. construction where the elevator shall be in a two hour shaft. Elevators in other than Group I occupancies need not be in a rated enclosure if serving only one adjacent floor. Section 1706. Jj67T Every opening into an elevator shaft enclosure shall be protected by a self-closing fire assembly having a one-hour fire rating in one- hour shafts and one and one-half hours in two hour shafts. Section 1706. J^8f Elevator shafts extending througih more than two floor levels shall be vented to the outside. The area of vent shall be not less than 3 1/2% of the shaft area and a minimum of 3 square feet per elevator. Section 5104. 169<^levators in high rise buildings shall cooply "•^ with Section 1807(b). 170<'~Every elevator lobby or entrance area shall be provided with an approved smoke detector as required by Section 5103(b). 7/29/87 10 ..^kTl? Doors other than the hoistway door and the elevator car door are prohibited at the point of access to elevator car. Section 5106. Jr?17 Revise the nuunber of elevator cars per hoistway enclosure to comply with Section 5103(a). JPsCProvide notes, details or specifications to show the elevator will conply with UBC Sections 5102-5106 and Title 24 Section 2-5102 through 2-5105. J.?irr Provide clear inside elevator car dimensions as required by U.B.C. Section 5103(d) 6 and Title 24 2-5103(m). a. One elevator in buildings more than three stories or buildings where disabled access is required to upper level(s): 6'-8" by 4'-3" with a minimum clear opening width of 42". b. Elevators other than in (a) above serving an occupant load over 50 shall have a minimum inside platform of 5 feet 8 inches wide by 4 feet 6 inches deep. The minimum clear door width shall be 36 inches. c. Elevators other than in (a) above serving less than 50 occupants shall have a minimum inside platform of 4 feet 6 inches by 4 feet 6 inches and a minimum clear door width of 2 feet 8 inches. \175^ Specify on the window schedule the glass type and thickness to show compliance with Table 54- A and B. Glazing, in the same wall plane as a door, must be szifety glazing if within 12" of the door and less than 60" above the walking surface, unless the glazing is leaded or faceted glass. Section 5406 (d) 6. Glass in excess of 9 sq. ft. with the lowest edge less the 18 Inches above a walking sxirface shall be safety glazing or shall have a horizontal number not less than 1-1/2 inches in width and located between 24 and 36 inches above the walking surface. Section 5406 (d) 7. RDOP A fire-retardant roof covering is required. See exceptions under Section 3202 (b). ^MllT Specify roof material and application. JLdir Specify ICBO, UL or other recognized listing approval number for roof materials not covered in UBC. Q. 179y specify roof pitch. •ISCT. Roof pitch is not adequate for roof covering specified. Specify minimum pitch of U83J Specify roof slope for drainage or design to support accumulated water. Section 3207 (a). XdiT. Show roof drains and overflows. Size drains per Appendix D of UPC. Section 3207 (a). Jl6S^Show the legal basis to allow roof drainage to flow onto the adjacent property. 186. Draft stop roof/ceiling area, attics, mansards, overhangs, false fronts and similar to limit area to 3,000 sq. ft. or 60 LF (9,000 sq. ft and 100 LF, if sprinklered). Section 2516 (f). JtSfT B-2 and B-4 occupancies with over 50,000 sq. ft. of undivided area and H occi^ancies over 15,000 sq. ft. of single floor area shall have smoke and heat vents per Section 3206. (188 J Provide skylight details to show conpllance with Chapter 34 and Section 5207 or provide ICBO or other recognized approval listihfe. Provide plastic roof panel details to show compliance with Section 5206 or provide ICBO or other recognized approval listing. JJXrTShov attic ventilation. Minimum vent area is 1/lSO of attic area or 1/300 of attic area if at least 50 percent of the required vent is at least 3 feet above eave or cornice vents. Section 3205 (c). ^19Xr Provide a minimum 22" x 30" attic access opening (or 30" x 30" if equipment is in attic). Section 3205 (c). R. rjjcK Knmuuisaijm ^194T Fire sprinklers axe required for any story or basement when the floor area exceeds 1,500 sq. ft. and there is not provided at least 20 sq. ft. of opening entirely above the adjoining grotuid in each 50 lineal feet or fraction thereof of exterior wall on at leeist one side, or vAten openings are provided on only one side and the opposite side is more than 75 feet away. Section 3802 (b). Ji9f7~Ti.re sprinklers are required in a basement if any portion of a basement is more than 75 feet from openings in an exterior wall. Section 3802 (b). i^JJM^'^re sprinklers are required at the top of rubbish and linen chutes and in their terminal rooms. Chutes extending throu^ three or more floor shall have additional sprinkler heads installed within such chutes at alternate floors. Sprinkler heads shall be accessible for servicing. Section 3802 (b). 7/29/87 11 Fire sprinklers are required in retail sales rooms Miere the floor area exceeds 12,000 sq. ft. on any floor or 24,000 sq. ft. on all floors or in B-2 retail sales occupancies more than three stories in height. Section 3802. ,A967"Fire sprinklers are required in H occupancies v^en exceeding the areas in Section 3802 (f). J^fT'Provide fire sprinklers in drinking and dining establishments when the total area of unseparated rooms exceeds 5000 square feet. Section 3802 (c). ^,J*€n Provide fire sprinklers Section 506 , 507 , 508 or 3802. jurisdiction ordinance. See also ^/f^Moisa. serving more than 100 sprinkler heads, automatic sprinkler systems shall be supervised by an approved central, proprietary or remote, station service, or shall be provided with a local alarm which will give an audible signal at a constantly attended location. Section 3803. standpipes per Section Section 702 S. Provide class 3807. A first story as allowed by shall be included in determining the number of stories when determining if standpipes are required. Section 3806. FOOlffiAIigi .2817'Provide a copy of the project soil report prepared by a California licensed architect or civil engineer. Ihe report shall include foundation design reccmmendations based on the engineer's findings and shall conply with UBC Section 2905. Specify on the foundation pltm or structural specifications sheet the soil classification, the soils expansion index and the design bearing capacity of the foundation. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the reconnendations in the soil report are properly incorporated into the plans. {,%3 required by the soil report). >i64. The foundation plan does not conply with the following soil report reconinendation(s) for this project Provide notes on the foundation plan listing the soils report recommendations for foundation slab and building pad preparation. (206J Note on the foundation plan that: "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the Building Official in writing that: a. the building pad was prepared accordance with the soils report; in b. the utility trenches have been properly backfilled and conpacted, and; c. the foundation excavations, forming and reinforcement conply with the soils report and approved plan". Ji<jfT^ Provide spread footings for concentrated loads designed for 1,000 psf soil bearing or per bearing value as determined by an engineer or architect. Chapter 29. .aeffT Show height of all foundation walls. Chapter 23. Show height of retained eeurth on all foundation walls. Chapter 23. (210^ Show distance from foundation to edge of cut or fill slopes and show slope and helots of cuts and fills. Chapter 29. Jifi^. Note on the plans that wood shall be 6 inches above finish grade. Section 2516 (c) 7. (212} Note on plans that surface water will drain away from building and show drainage pattern and key elevations. Section 2905 (f). ^213^Dimension foundations per Table 29-A. twj Htt2»-*--rouwDigioMt FOB snip •g»iawow>i,it MIMUIUM REQUmEMEKTS" NUMHIIO, nooM nnu MMNOJtflOH* monmor •WIN 0, KMIIM IMCKHitt CNM*0Onift CVIMULM yNOKnHIMS OWOUND NUMHIIO, nooM nnu MMNOJtflOH* GONeMra UMT •UmMT •WIN 0, KMIIM IMCKHitt CNM*0Onift CVIMULM yNOKnHIMS OWOUND 1 « t 11 * 11 ] 1 1 13 J II ) 10 10 II 1 14 M nfiiM !• SfCtin 1907 (•). *TW |iaia4 iiate *( float aay be (unaMl H d> dntfia* a( lop of d> faoiat. mwiuil» wofh idaiia» lo *« < IIIMI ii «f flean. FwilMlii t aa, iM U •> nqaind ht nnnli*! (loot (214J Note on the plans; "On graded sites, the top ot any exterior foundation shall extend above the elevations of the street gutter at point of discharge or the inlet of an approved drainage device a minimum of 12 inches plus 2 percent." Provide elevations on the site plan to show compliance. Section 2907 (d) 5. JGyf. Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3. 7/29/87 12 - 2Krrshow foundation bolt size and spacing. Foundation bolt size and spacing for shear walls must be clearly shown on. the foundation plan. Section 2907 (e). ^^XfC^Specify size, ICBO number and manufacturer of power driven pins. Show edge and end distance and spacing. Section 306 (f). Show size, embedment and location of hold down anchors on foundation plan. Section 2303 (b) 4. Note on the plans that hold down anchors must be tied in place prior to foundation inspection. JS^ffl Show adequate footings under all bearing walls and shear walls. Section 2907 (d). .22lT'Show stepped footings for slopes steeper than 1:10. Section 2907 (c). 23Ar Show minimum 18 inch clearance from grade to bottom of floor joists and minimum 12 inch clearance to bottom of girders. Section 2516 (c) 2. JK^S7 Show pier size, spacing and depth into undisturbed soil. Table 29-A. ^22^. Show minimum under floor access of 18 inches by 24 inches. Section 2516 (c) 2. ^^225. Show minimum under floor ventilation equal to a 1 sq. ft. for each 150 sq. ft. of under floor area. Openings shall be as close to comers eis practicable and shall provide cross ventilation on at lezist two approximately opposite sides. Section 2516 (c) 6. in concrete shall Standard NO. 25- ^.22^ Specify that posts embedded be pressture treated per UBC 12. Section 2516 (c) 1. T. MASMPg „3Xf. Show veneer sipport and connections in Seismic Zones 3 and 4, cmply with Section 3002, 4, 5, 6 and Section 2515 (a) regarding ties and #9 wire in horizontal Joints. ykXS7 Show height and construction details of all masonry walls. Chapter 24. 229'. Show floor and roof connections to masonry walls. Connection shall resist 200 pounds per lineal foot or the 2ictual design load, whichever is greater. Cross grain tension or bending in wood ledgers is not permitted. Section 2312 (j) 3. A. J/3Kfl Provide details for damp proofing the foundation walls, below finish grade, where usable space exists on the interior side of the walls. Section 1707 (d). ^^p/Si. Show a minimum 2" air space and flashing between planter and buildup walls. Section 2516 (c) 7. D. FRAMDIS J^l^. Provide conplete structural details on the plans with cross referencing as needed to show the structural framing will conply with the design calculations and building code requirements. 23^. Provide minimum structural specifications on the plans to show that all structural materials will conply with the design calculations and building code requirements. (234 j Provide a special inspection section on the plans listing all structural elements requiring special inspection by U.B.C. Section 306. 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 1x4 diagonal let-in br2u:es or equivalent. Section 2517 (g) 3. 23*rTlote cross bridging or blocking. Floor joists and rafters 12" or more in depth shall be supported laterally by bridging at intervals not exceeding 8 feet, unless both edges are held in line. Section 2506 (h). JPfK Show blocking at end and at svppoirts of floor joists, and for rafters at exterior walls. Section 2517 (d) 3. ..25^r'show solid blocking at ridge line and at exterior walls on trussed roofs. Section 2506 (h). Section 2517 (h). Show double Joists. Floor joists shall be doubled under bearing partitions running parallel with the joists. Section 2517 (d) 5. .^M^T"Bearing partitions, perpendicular to joists, shall not be offset from supporting girders, beams, walls or partitions, more than the depth of the Joists. Section 2517 (d) 5. ^^AlfShow 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. 7/29/87 13 JHfT. Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2517 (h) 5. Jiitfi Show 1/2" minimum clearance between top plate of interior partitions and bottom ^ord of trusses. (To ensijxe loading will be as designed). ,,>ii2fr Show double top plate with minimum 48" lap splice. Section 2517 (g) 2. ^2<(ST Show nailing will be in compliance with Table 25-Q. JM^T Stiov or note fire stops at the following locations per Section 2516 (f): a. in concealed spzices 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 spaces between stair stringers at the top and bottom of the run and between studs along and in line with the run of stairs if the walls under the stairs are unfinished; and d. in openings around vents, pipes, dxicts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. ^2'^7T^Show stud size and spacing. Maximum allowable stud heists; bearing wall: 2 x 4 and 2x6 ^.asfTshow 3" X 4" or 2" x 6" studs in first story of three story building. Table 25-R-3. max. 10', 20«. non-bearing: Table 25-R-3. 2x4 max. 14*. 2x6 .Zfdfstuds supporting two floors, a roof and celling must be3x4or2x6at 16" o.c. Table 25-R- 3. ^249rNote an A.I.T.C. Certificate of Conpllance for glued laminated wood members shall be given to the building inspector prior to installation. Section 306 (f). Detail all post to beam and post to footing connections and reference the detail to the plan. Section 2516 (m). ^^STTDetail shear transfer connections. Including roof and floor diaphr^ms, to shear walls. Section 2513. JJS^, Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. (Tables 25 I, J, K) and Section 4713 (d). (254} Provide truss details and truss calculations V--/ for this project. Specify on the plans the truss identification numbers. JISST Provide roof framing plan and floor framing plan. Section 302 (a) 7. ^28*7 Provide framing sections through Section 302 (a) 7. ^aSTCspecify all header sizes for opening over 4' wide. Section 2517 (g) 5. ,.2Sr87 Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (a) 7. 259r Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (a) 7. Show on the plans all structural requirements developed in the structural calculations. .2dir Columns and posts located on concrete or masonry floors or decks exposed to the weather or to water splash or in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting above floors unless approved wood of natural reslstemce to decay or treat wood is used. Section 2516 (c) 4. Jitsf. Individual concrete or muonry piers shall project at least 8 inches above exposed ground unless the columns or posts which they siqport are of approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. ^a^ijC^Specify plywood grade and panel identification index. Table 25-N. JMrtfl'When roof pitch ridge as a beam. is less than 3:12, design Section 2517 (h). ^JJUrTlS foundation cripple wall studs are less than 14" framing shall be solid blocking. Section 2517 (g) 4. 7/29/87 14 jiJd^l Qripple wall studs exceeding 4 feet in height shall be 3 inch by 4 inch or 2 inches by 6 inches \^en supporting 2 stories. Section 2517 (g) .a/ffFl Show plywood sheathing over exposed eaves, or other weather exposed areas, is exterior grade. Section 2516 (g) 3. JidS. Show a weep screed at the foundation plate line on all exterior stud walls to be stuccoed. Section 4706 (e). ..2^. Ridges, hips, and valleys shall be at least one size larger than supported rafters. Section 2517 (h) 3. In open beam construction, provide strap ties across the beams at the ridge support. Section 2501 (b). V. MISCEUJWBODS Jift^. Parking garages shall have an unobstructed headroom clearance of not less than 7'-0" above the finish floor to any ceiling, beam, pipe or similu construction. Section 702 (b). Show light and customarily used by Section 605. ventilation, people, will for areas conply with Provide details of restrooms to show compliance with Section 510 (b), regarding floors, walls and showers. £ffe<^ /'J^l^J'T'l _2?<rr Provide restrooms for each sex if the number of enployees exceeds 4 and both sexes are enployed. Section 705 (B occupancy). JIK'. Show unenclosed floor and roof openings, open and glazed sides of landings and ramps, balconies or porches more than 30" above grade or floor, and roofs used for other than service to the building have 42" minimum height guardrail, throi^ which a 6" sphere caimot P21SS, and designed for 20 lbs. per lin. ft. applied horizontally at top rail (50 lbs. for exit facilities serving more than 50). Section 1711. Table 23-B. Jl^. Provide platform and stage construction. Including occupancy separations and roof vents, as per Chapter 39. Pedestrian walkway shall ccmply with Section 509. 'ST^Provide at least one drinking fountain for each floor level in Group A occupancies. Section 605. ...SSt^T^uildings housing Groiq> A Occupancies shall front directly upon or have access to a public street not less than 20 feet in width. The access to the public street shall be a minimum 20-foot-wide right-of-way, unobstructed and maintained only as access to the public street. The main entrance to the building shall be located on a public street or on the access way. Section 603. H. TTTTJ|C 7k mWDICAFPED ACCESS Provide note and details on the plans to show conpllance with the enclosed Handicapped Access Check List. Handicapped access requirements may be more restrictive than the UBC. EBERGY OOWSERVATIOW (282) Provide mechanical plans, plan details, calculations and conpleted forms to show compliance with state regulations for energy conservation. Provide electrical plans, plan details, calculations and the conpleted Form 5 or CF-5 to show conpllance with state regulations for energy conservation. JiXCl Pedestrian walkways 509. shall conply with Section Incorporate in the plans or specifications the attached "Title 24 Mandatory Requirements" and the "Title 24 Construction Conpllance Statement Requirements". (286j Please see additional corrections, or remarks, on the following paigfi. 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 regardii^ these plan check items, please contact I^^^^T C /McJE*J. at Esgil Corporation. Thank you. Enclosures: 1. ,J79r^ow that aisles and seats conply with Sections 3315 and 3316. 3. 07/29/87 15 CITY OF CARLSBAD PLAN CHECK NO. 88-1001 AUGUST 22, 1988 ADDITIONAL CORRECTIONS STRUCTURAL MEZZANINE FRAMING 287. Beam B-2 design is not per framing plan. Design for consentrated load from Beam 8. The beam is undersized per current design. See Sheet 9 of calculations. 288. Provide design and size for beam on grid line 4 between D.l & E. No size shown no design. GENERAL 289. Provide a ledger schedule to indicate L-l & L-2 ledger on roof framing plan. If you have any questions, please contact Robert C. Hoglen of Esgil Corporation at (619)560-1468. Thank you. SUPPLEHEWIAL PLAN OORRBCTIOW SHEET FOR SPECIAL INSPECTION The following must be identified on the plan title sheet or the structural specification sheet per UBC Sections 302, 305 (f), and 306 (a) through (f): 1^ Note that continuous inspection shall be performed by qualified special inspectors retained by the owner and approved by the Building Official to act as a special inspector for the following types of construction: © AJ CONCRETE f'c = 3<^^^ for structural walls.i^^$sc-4-«?<5-SS>M*S. B. REINFORCING STEEL AND PRESTRESSED STEEL FOR PRESTRESSED CONCREIE_ (c) WELDING Field welding of chord bar connections. D. HICS-STRENGIH BOLTING E. STRUCTURAL MASONRY F. PILING, DRILLED PIERS, AND CAISSONS. G. SPRAYED-ON FIREPROOFING H. OTHER SPECIAL CASES: 1. FIELD FABRICATED TRUSSES 2. 3. Provide the following statements on the plans: The permit applicant shall retain the design engineer or architect of record or other responsible engineer approved by the Building Official to ensure that: 1. all elements of construction which require special inspection are inspected by qualified deputy inspectors approved by the Building Official; and 2. all code deficiencies detected and deviations from the approved plans are brought to the attention of the contractor for correction, and if not corrected, revised designs to overccHne the deficiency shall be prepared by the design engineer or architect of record for approval by the Building Official; and 3. all corrective work required is completed in accordance with the approved plans, ©specifications, and City adopted codes. A final inspection report, signed by the special Inspector and the responsible engineer, is submitted to the Building Official upon the conpletion of each element requiring special inspection. The report must certify that the work was in compliance with the approved plans, specifications and applicable City codes including any authorized changes to the plans. Note that evidence will be provided to the Building Official that the following items were fabricated in an approved manner (Certificate of Conpllance, approved fabricator certification, mill reports, etc.): (A) CLU-LAM BEAMS C^^rtC^ eff= d^^fit.»t^c.€.. B. PRECAST CbNCREIE REINFORCING STEEL Billet test or mill or heat reports STRUCTURAL STEEL « * If 2 " TRUSSES © © INSULATION, OTHER Note on the plan that it is the responsibility of the design engineer to review and approve structural shop drawings, truss details and specifications and provide documented approval for same to the Building Official for his approval. Note on the plans that the owner shall arrange for performance tests to be conducted to the satisfaction df the Building Official of the following: (A^ FIRE E3CIINGUISHING SYSTEMS B. SMOKE CONTROL ASSB1BLIES C. BfERGENCY EXIT LIGHTING D. EMERGENCY POWER SUPPLY E. AUTOMATIC CLOSERS F. OTHER SI12308S 12/30/85 Tilt-up TITLE 24 HANDICAPPED ACCESS CORRECTION LIST Fian O. No. Item numbers circled below are required for this project. See Title 24 S-UOb-11. Circled items do not apply to floors which arc not required le be han- dicapped accessible. Beferences to section numbers with prefix "2" are to Title 24, Part 2 (State Building Code), J9SS Edition. Prefix "3" is for Part 3 (Stale Electrical Code). PrcHx ~S~ is for Part S (State Plumbing Code). E.yemptions claimed for any item shall be requested in writing and shall include all data needed to determine "unreasonable hardship" as described in Section 2-422. SITE DEVELOPMENT HANDICAPPED PARKING SPACES See Approved Parking Plan for layout. (Rg. 2-71-1) Provide . handicapped spaces. (2-7102a} «<^Space shall be so located that handicapped persons are not com- pelled to wheel or walk behind p'arlccd cars other than their own. (2.7102c) Parking space shall be a minimuni of 9 ft. x 18 ft. with adjacent ^ 5 ft. loading zone. Double space shall be 23 ft. wide. (2-7102b, Fig. 2-71-1) /e J Maximum slope of parking surface in anv direction shall not ex- ^ ceed Vr per foot. f2.7102d) <^/t-«>"'<}- /Oe^'^ /JoriTH St/Itciz-'y. /S f^o'^^Tiy^ "^"/ft. Parking space(s) shall be identined with the International Sym- bol of Accessibility on reflectorized sign affixed to post or wall, and abo duplicated on parking surface (symbol to be 36" x 36*^. (2-7102e). • • jg^ Entrance to parking facility or structure shall ako have durable metal sign stating that unauthorized vehicle(s) parking in han- dicapped space(s) may be subject to tow-away. (2-7102e) ^IfC' Entrance to and vertical dearanee within accessible levd of park- ing structure jhall be 8 ft. 2 in. to any structural member, dupt or pipe. (2-71020 r) CURB RAMPS An- {leSLuva^O tslofiBo^ PcAyJS> . a. Curb ramps shall be located wherever pedestrian path crosses curb. (2-7103a) b. Curb ramp shall be 48** min. width (2-7103b) with maximum slope of I in 12. (2-7103c) e. A level 48** min. depth landing is required at top of curb ramp over entire curb ramp width. (2-7103d} d. If no landing is provided, the slope of flared sides shall not ex. ceed 1 in 12. (2-7103d) e. Surface is to be slip resistant. (2-71030 f. Border markings shall be 12" wide of Vi" x '/«" grooves, Vi" apart, located at top and sides. (2-7103h) Jtl WALKS Site development and grading shall be designed to provide ac- cess to primary entrances and access to normal paths of travel and where necessary to provide access shall incorporate pedestrian ramps, curb ramps, etc. (2-7101 a) Jbrf Walks sloping greater than S% (1 in 20) must comply with ramp requirements of sect. 2-3307. (2-3325ri y. Walk width shall be 48" minimum. (2-332Sa) The maximum cross slope shall not exceed '/«" per foot. (2-332Sa-3) yerf Gratings are not allowed whenever possible. (2-3325b) ^>r^ At each gale or door a 60" x 60" level area is required when the gate swings toward the walk. (2>3325e) S*^ A 24" clear space is required at strike side of gate or door. {2-3325C. Fig. 2-33-2) A 48" X 44" deep level area is required when the ga le swings awav from the walk. (2-332Se) (T) PEDESTRI^N RAMPS <r lZ£<Slyj i^rU> a. A path of travel with a slope greater than 1 in 20 shall be con- sidered a ramp. (2-3307a) b. The maximum slope shall be 1 in 12. (2-330~c) c. The width shall be 48" minimum. (2-3307b-3) d. A 60".intermediate landing is required at maximum ele%'ation change of 30" and 72" landing at each change of direction (over 30^. (2-3307d-l) e. Landings are required at lop and bottom of ramps. (2-2307d-l} f. Bottom landing shall be minimum of 72" in the direction of travd. (Fig. 2-33-llA) g- Top landing shall be 60" x 60" minimum. (2-3307d-2) h. When door swings onto top landing, m inmum depth of landing required is door width plus 42". (Fig. 2-33-11 A) i. Top landing shall have 60" min. width when door swings onto the landing, with 24" on strike side of door at exterior ramp, or 18" at interior ramp. (2-3307d-4) J. Ramp handrails are required on each side of ramp, when slope exceeds I in IS. (2-3307e) k. Ramp handrails shall be continuous, located 30"-34" in height above ramp surface, with 12" extensions beyond top and bot- tom, and the ends returned. {2-3307e) I. Handrails shall be 1- V*" to 2" cross section, spaced min. of 1- Vi" from wall. (2-3307e) m. A 2" high curb or wheel guide rail centered 3" plus/minus 1" above ramp surface is required on both sides where not other, wise bounded by walls when the ramp exceeds 10 feet in length, (2-3307h) SPECIAL ACCESS LIFTS Lifts may be provided between levels, in lieu of elevator, when the vertical distance between landings, structural elevator, struc- tural design and safeguards are as allowed by the Stale of Callfor- nia. Dept. of Industrial Relations, Div. of Occupational Safety and Health. (2-5106a) DA 2/4/88 HAZAnOS •f^Provide 80" headroom from walkway surface lo any overhang- ing obstruction. (2-3326b) xirr Headroom of 80" minimum shall be maintained for walb. cor- ridors, aisles, etc. (2-S22f.2) ^ Protruding objects with leading edges between 27' and 80" above finished floor shall nol protrude more than 4" into walks, cor- ridors, etc. (2.522f.l. Fig. 2-5-7) y^ Objects with protruding edges below 27" above finished floor may protrude any amount. (2-522f-l) ^ Free standing objects mounted on posts between 27" and SO" above the floor may project a maximum of 12". {2-.522f-l) Abrupt changes in level exceeding 4" adjacent lo walks, except between wallu and adjacent streets or drives, shall be iduntificd by 6" high warning curbs above walk surface. (2-3326a} ENTRANCES AND CIRCULATION ENTRANCES. DOORS. VESTIBULES AND CORRIDORS All primary entrances to buildings shall be accessible to the han- dicapped. (2-33010 J^KtX required exit doors shall have 32" clear opening at 90* (36" door). (2-3304e-l) FLOORS 0 c J At least one of a pair of doors shall meet the min. 32" clear en- trance width requirement. (2-3304e-3) SH^'^ QooA, 1 jiT. Threshold shall be no higher than Vi" above the floor. Edge to be beveled with a slope no greater than 1 in 2. if more than Vi". (2-3304h-l. Rg. 2-33-5) ^ Exterior level landing m ay slope up to Vi " per foot in any direc- tion for surface drainage. (2-413) {lA Door hardware shall be of the lever or push t>-pe. mounted 30" to 44" above the floor and be operable with a max. effort of 8.5 lbs. for exterior doors and S lbs. for Interior doors. (2.3304c-3. 2-33041-2) ©The lower 10" of the door shall be of smooth, plane surface (no recess or trap) except at automatic and sliding doors. (2-3304m) nu) Building entrance(s) shall be identified by sign with the Inter- national Symbol of Accessibility. Show location on the plan. (2-522b-7) The symbol shall be a white figure on blue background. (2-522b-2) Jt^K\ turnstile, provide an access gate. 32" clear width opening, within 30 feet of turnstile. (2-3304n) There shall be a dear area on each side of door. 60" deep in direc- tion of door swing and 44" deep in opposite direction of door swing. (2.3304h-2) Width of clear area on the swing side of the door shall extend 24" past strike jamb for exterior doors and 18" past strike jamb for interior doors. (2-3304h-2) ^J<'''^The space between two consecutive doors (vestibule) shall pro- vide a min. of 48" clear depth between the open door and a se- cond closed door. (2-3304h-2D. Fig. 2-33-5A) Doors In a series at a vestibule shall swing in the same direction, or away from the space between them. (2-3304 h-2D) ^^flfT^Corridors shall be 44" minimum in width or as required by oc- cupant load. (2-3305b-l) J»<^ For corridors over 200 feet long, see special requirements of Sec. 2-3305b-2. (Rg. 2-33-6) Floors of a given storj- shall be a common level throughout or shall be connected by pedestrian ramps, passenger elevators, or special access lifts. (2-522e) Q^AiRWAYS S-mia. ( a J Treads shall have smooth, rounded exposed edges and be slip rois- ^ tant. (2-3306$.!) © b J Nosing shall nol project more than V/t" past face of the riser below. (2-33065-2) Risers shall be sufficiently solid. (2-3306$-3) (d?) The upper approach and lower tread of each flight of stairs shall be marked with a contrasting colored strip 2" in width. (2-3306r) ( e.j On exterior stairs, each tread shall be marked as noted above ^ (2-3306r) Handrails are required on each side of stairway. (2-3306j-2) (zj Handrails 5l:ail be located 30" to 34" above nosing, extend 12" beyond lop riser and 12" plus tread width beyond bottom nos- ing and returned to wall/newd post. (2-3306j-2) Handrails shall be 1 Vi" to 2" in gripping cross section and 1 Vi" clear of wall. (2-3306j-2) >Crr'ELEVATORS * f^See Chapter 51 of UBC for car size. Passenger devators in buildings other than those listed in Chapter 51 of UBC servih^.'^n occupant load of more than 50 shall have a car size 68" wide by 51" deep with a min. dear openine width of 36". {2-5103m-2Bl) ^tt^ Passenger elevators in buildings other than those listed in Chapter 51 of UBC servinc an occupant load of SO or less shall have a car size of 54" wide by 54" deep with a minimum clear opening width of 32". (2.5103ro-2B2. 3) Raised Braille markings and Arabic numerab are required on con- trol buttons and door jambs. (2-5103m) SANITARY FACIUTIES ^^^^ /U^ Z^Sv^^T-l ^K^OILET FACILITIES ACCESS •. When located on accessible floors. sanitar>- fadlities shall be made accessible to physically handicapped. (2-51 Ia-3) b. Doorwa}-s shall have 32" minimum dear width. (2.511a-SA) c. There shall be a level area with 60" dear depth in the direction of the door swing, and a levd area with 44" clear depth in op- posite direction of door swing. {2-51Ia-5B) >rfMULTIPLE ACC0.M0DAT10N TOILET FACILITIES •. Provide clear area 60" diameter x 27" high - or clear space 56" X 63" X 27" high. (2.511a.6A) b. Doors (other than handicap compartment) are not to encroach more than 12" into above mentioned clear space. (2-511a-6A} c. Provide 28" clear space between water closet and fixture or 32" clear space between water closet and wall. (2-51la-6B) d. A 4S" long dear space u required in front of water doscl. A 60" clear space is required when the toilet compartment has a side door. (2-51Ia-6B) t. Water closet compartment door to provide 32" clear width for end entry and 34" dear width for side entty. Door to be self, dosing and swing out. (2-Slla-6C) DA 2/4/88 TITLE 24 MANDATORY REQUIREMENTS (To be noted on plans or specifications) HVAC Controls Sec. 2-5315. (a) Each HVAC system shall: 1. Be equipped with at least one automatic device for reducing HVAC energy use during periods of nonuse or alternate uses of the building spaces or zones served by the system; 2. Be able to maintain space temperature set points from SS'F to 85°F. Two or more replaceable fixed set-point devices shall be permitted if installed so as to maintain space temperature set points in the zone that they control; 3. Be able to provide sequential temperature control of heating and cooling capacity in each zone, if both heating and cooling are provided; 4. Provide a range of temperatures up to lO'F in which no heating or cooling is provided to the space, if the HVAC system has both heating and cooling capability; 5. Be able to terminate all heating at 70"? or less; and 6. Be able to terminate all cooling, at 78"F or more. EXCEPTION: Multiple zone HVAC sytems requiring concurrent operation of independent heating and cooling systems need not comply with Section 2-5315(a) 4, 2-5315 (a)5, and 2-5315(a)6. (b) Zoning. Each zone shall be provided with at least one of the devices specified in subsection (a) to control the HVAC system which serves the zone. Each floor of a building with conditioned space shall contain at least one zone. Ventilation Systems Sec. 2-5316. On mechanical ventilation supply and exhaust systems capable of moving more than 5,000 cfm of air, auto- matic dampers interlocked and closed on fan shut- down shall be provided. On gravity ventilating systems, either automatic or readily accessible manually operated dampers in all openings to the outside, other than combustion air openings, shall be provided. Doors and Windows Section 2-5317. (a) Doors and windows between conditioned and uncon- ditioned spaces, such as garages and closets for central forced air gas furnaces using outside air for combustion, shall be designed to limit air leakage into or from the building envelope. Control Devices for Indoor Lighting Sec. 2-5319. Controls for lighting loads within the building envelope shall meet each of the following re- quirements . (a) Each area enclosed by ceiling-height partitions shall have independent control of the lighting within that area. (b) Each area enclosed by ceiling-height partitions shall have at least one readily accessible manually operated switching device to control lighting within the area. For lighting controls, "readily accessible" means located so that a person using the device can see the controlled lights or the area being lit. Switching devices in addition to, but not instead of, the required readily accessible manually operated switching devices shall also be permitted. (c) The general lighting of any area 100 square feet or larger in which the connected lighting load equals or exceeds 1.0 watt per square foot throughout the entire area shall be controlled so that the load may be reduced by at least one-half while maintain- ing a reasonably uniform level of illumination throughout the area. Readily accessible switches, that control each luminaire in a space with more than one luminaire, or that control each lamp in a space independently meet the requirements of this section. (d) In all areas where effective use may be made of natural light, lighting circuiting shall be arranged so that units, in all portions of the area where natural light is available at the same time, are switched independently of the remainder of the area. Occupant Operating and Maintenance Information to be Provided by Builder The builder shall provide the building owner, manager, and the original occupants a list of the heating, cooling, water heating, and lighting systems and features, materials, components, and mechanical devices conservation or solar devices installed in the building, and instructions on how to use them efficiently. The instructions shall be con- sistent with specifications set forth by the Executive Director. Water Heaters and Plumbing Fixtures Water heaters, showerheads, lavatory faucets and sink faucets must be certified by the California Energy Commission (Excluding: waterheaters of the non-storage electric type and lavatories in public facilities having devices that limit the flow of hot water or have self-closing faucets or having devices that limit the outlet temperature to a maximum of 110°F) Section 2-5314, Table 2-53G. (SECOKD CEKERATIOW HOKRESIDPfnAL STAJCVJCS On January 1, 1987, new stantiirtis, and a new design manual, vent into effect to govern the energy design for new heated or cooled lovrise office buildinss, (i.e. 3 stories cr less). Ihe new standards and design also apply to alterations or additions involving heated or cooled space in existing lewrise office buildings or existing shell or speculative buildings wherein heated ©r cooled office space is being proposed or lighting is being extended to new conditioned space. The new standards {Ilk pages) and the new "Designing for Cempliance" manual («.00+ pages) conUln fonts and design Instructions that are essential to developing a cocplying design. To order the standards and oanual you can conUct the California Energy Coraission, Accounting Office, 1516 North Street, MS #2, Sacraoento, California 95814 (Telephone (916) 324-3014). e ?lease address the circled itens and, when resubmitting, provide a copy of this shoving the pag*, detail, etc. where each circled itea has been addressed. 08-i OB-3 In new or existing buildings a Certificate of Conpllance (Fora CF-l) ausc be completed and ioprinted on tha plans if KVAC or lighting is being extended to a new conditioned space. (1-n VAxmi).' - w. A Certificate of Coepliance (CF-1) 1$ required to be ismrinted en the plans for ahell or speculative buildings where lighting, KVAC or other inprovefflents will be cade by tha tenants. (Manual 1-13) Multiple Certificates of Coopliance (CF- 1) are required to be Imprinted on the plans for speculative pr shell buildings, where the final occupancy is not known at the time of the original building pezsit. The multiple CF-1 docuiaents should address the potential uses« i.e. office, retail sales, etc., and should apply the appropriate standards to the specific occupancies. (Manual 1-22) The Certificate of Coisplianee (CF-l), Page 1, must be signed in the lower right by the licensed person who is attesting that the design eonplics with the regulations. (Manual 1-14) \0B-5 OB-6 OB-7 OB-8 Ihe upper left comer of the Certificate of Coopliance (CF-l), Pages 1 and 7, oust show the naae of the documentation author, who need not be a licensed person. (Manual 1-14) Iha owner of tha building* oust sign in tha appropriate place on Paga 2 of Certificate of Compliance (CF-l). (Manual 1-14) The design entities (electrical, etc.), BMSt sign in the appropriate spae* on Page 2 of Certificate of Complianea (CF- 1). (Manual S-4) • Kote on the plans, near the Lnprinted Certificate of Compliance (CF-1), "A separate copy of the Certificata of Compliance (CF-1) has been retained by the owner and will be made available to future owners or future tenants." (Manual 5-4) r Kote on Ihe plans, near Uie irrprinled Cenificale cf CompHance (CF-l), "At the time of pentit issua.-ice, the peroitice vill provide an approved copy cf the Certificate of Coryliance (CF-1) to the jurisdiction", for filing. (UBC Section 302 (a) 7). If a Certificate of CocpUanee (CF-l) was previously prepared for this entire building, or for iB5»rove»ents or alterations in this building, provide a copy of the approved Certificate of Coispliance (CF-l). (Manual 5-4) The building is a nixed use building and a Certificate cf Cosiplianco (CF-l) must be prepared for each use unless the subordinate occupancies total less than 1,000 S.F. and are less than 10% of the total conditioned floor area. (Ka.Tual 1-22) (OB-12) On CF-l, Line 1, show the occupancy type, i.e. lovrise office. OB-13 On CF-l, Line 2, show the occt^ancy grotip 3-2. OB-14 On CF-1, Line 3, show the paclcage selected, i.e. A, B, C, D, E or Ferforsance Approach. OB-15 On CF-l, Line 4, show the conditioned floor area being addressed by tha docu.-sentation. OB-16 On CF-1, Line 5, show the proposed or existing total resistance (R^) for the roof. If different types of roof, complete Cr-2. Complete a CF-3 if only one roof type.' <JB-17 On CF-1, Line 6, show the Binliaun allowed total resistance (R^) for the roof token from the package you selected. OB-IB On CF-], Line 7, show the proposed or existing total resistance (R^^) for or so::2ts scparAtsng exposed floors or soffi conditioned space from non-conditioned space, using Form CF-2. Provide a Form CF-3. (Sl*b-on-grade fleers are net considered to be floors for this item.) OB-19 On CF-1, Line 8, show the minimum allowed total resistance (R^) for the floor taken from the package you selected. OB-20 On CF-l, Line 9, if there are different types of walls, show the proposed or existing average total resistance (R^), using CF-2. If only one wall type, only CF-3 need be completed. •OB-21 On CF-1, Line 10, cooplete CF-2 if all opaque walls and doors have the same heat capacity, generally a Keat Capacity less than four. If there are oultiple vails having different heat capacities, this may be left blank*. —03-22 On CF-l, Line 11, show the minisua required total resistance (R^) for opaque walls and doors. If nultiple vails, having different Keat Capacities ara proposed, show the area weighted average using CF-2. OB-23 On CF-l, Line 12, show the total exterior wall area for the entire building or that portion covered by the new standards. Ihe exterior wall area should include opaque walls, doors and windows between the floor and the botton of the floor, or roof, above, that separate conditioned space from non- conditioned space. Provide a CF-2. OB-24 On CF-l, Line 13, show t.he total glazing in walls separating conditioned space froQ non-conditioned space. Provide a CF-2. OS-:S On CF-1, Line It, shew the percent of exterior veil, between conditioned and non-cenditiened space, that is glared, i.e. Line 13 divided by Line 12 ti»es 100. OB-26 On CF-1, Lire 15, show the averaje shading ceefficient for all glaring, supported byaCr-2. If only one type of glaring, no calculation is necessary just enter the shading coefficient for the glaring. OB-27 On CF-l, Line 16, enter the allowed percent of glazing, for the selected package, based on the average shading coefficient shown on Line 15. Ihis entry should be greater than the Lina 14 entry. OB-28 On CF-1, Lines 17 through 21 should be left blank for lowrise office buildings. OB-29 On, CF-l,.L£ftes 22 through 29,.enter, the proposed area of sl^llghts and tha allowed area per the package selected. If more than 8 skylights attach a separate sheet. Date: Prepared by: Jurisdiction VALUATION AND PLAN CHECK FEE • Bldg. Dept, • Esgil PLAN CHECK NO._£fli£fl___ BUILDING ADDRESS 2.741 loicft/l /4c//g ^'^^'^ APPLICANT/CONTACT Mg-^ Kt^o5^>r^ PHONE NO. Z74 nl/Q BUILDING OCCUPANCY DESIGNER PHONE TYPE OF CONSTRUCTION V^~^ CONTRACTOR PHONE — BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE // — fy\ p^^tKPAt,TiKyL,rJ<^ Air Conditioning Commercial @ Residential 0 Res. or Comm. Fire Sprinklers @ —• Total Value Building Permit Pee $_ Plan Check Fee $ COM HE N TSi. SHEET OF I 12/87 'Date Prepared byj Jurisdiction_^^!L£L_£l±±fl£ VALUATION,:.AND PLAN CHECK FEE • Bldg. Dept, • Esgil PLAN CHECK NO._JIli£fL__ • BUILDING ADDRESS 2.74.1 ^/cfzr^ Ajf^ ^^^^ APPLICANT/CONTACT Fltc^f^ £<- K,rJosM,7^ PHONE NO. nlfO BUILDING OCCUPANCY DESIGNER PHONE ^>^^ TYPE OF CONSTRUCTION '/ ^ CONTRACTOR PHONE — BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE // — 1 ^ 1 If Air Conditionine Commercial Residential Res. or Comm. Fire Snrinklers @ / • • Total Value Building Permit Fee $_ Plan Check Fee $ Z4D^7 ^ COM M E N TSi_ SHEET OF 12/87 Officer \\,8^H4 TIP ( 4 /^CTuau.'f era • 0^ • • [zT • • Date: ft/^|^g> . Plan Check No. ftg^f QOg^^j ENGINEERING CHECKLIST LEGEND Project Address: |(^ffj-f ^ / i^/ifr . Project NamefT^rU k\. C^/.f.-fr>-)A7nK) Item Complete Item Incomplete Your Action Field Check Date: - Needs circle 1,2,3 Number in indicates plancheck number that deficiency was identified LEGAL REQUIREMENTS Site Plan 1. 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. 2. Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes, driveway and percent (%) grade and drainage patterns. 3. Provide legal description of property. U. Provide assessor's parcel number. PERMITS REQUIRED Grading 5. • Grading permit required. (Separate submittal to Engineering Department required for Grading Permit). 6. Grading plans in plan check PE J2.. 7. Need the following completed prior to building permit issuance: A. Grading plans signed. B. Grading permit issued. C. Grading completed. D. Certification letter and compaction reports submitted. E. Grading inspected and permit signed off by City Inspector. • 8. Right-of-Way Permit required for work in public right-of-way (e.g., driveway approach, sidewalk, connection to water main, etc). 9. Industrial Waste Permit application required. To be filled out completely and returned to Development Processing. 4^ FEES REQUIRED 10. Park-in-Lieu fees required. Quadrant: " , Fee Per Unit: " • , Total Fee: 11. Traffic impact fee required. IA Fee Per Unit: Total Fee: ^39^3 ao. 12. Bridge and Thoroughfare fee required*. Fee Per Unit: , Total Fee: fS^T^ 13. Public facilities fee required. 14. Facilities management fee required. Fee 15. Additional ED Sewer connection U's required: )7.Sfi Sff\^ M*] fegjij^ tion fee: ^l(e>jO88. — Sewer permit no / 1^ 16. Sewer lateral r-equired: (hU^u^C^ry REMARKS: s\ee\ I. f^^W c fS.p.r^-l.-S Arv^'i^L | k "VL ft^rfAi"VL^ \^SC)f\ li. O.K. to issue: Date; If you have any questions about any of the above items identified on this plan check, please call the Development Processing Department at 438-1161. G'^hJii'^ facxK\T' Qe^iJireJ r- <N PO =»*= * ^ u u u Q. Q. Q. PLANNING CHECKLIST Plan Check No. S8IOOZ Address ZS67/o/^ /)\^. Type of Project and Use <z^eiL BLD&. Zone Use Allowed? YES K NO Setback: Front Ojc^ Side Rear QK Facilities Management Zone ^ School District: Encinitas San Dieguito Carlsbad K Discretionary Action Required YES NO Environmental Required YES NO Landscape Plan Required YES NO Comments San Marcos Type P£^-3 yt}L^ 6>/lo/^ Coastal Permit Required YES NO (X Additional Comments MBBO ro COMPI^ toin W fyjo^j//Ji Rpioe th (5ij» p&efti>rs ; OK TO ISSUE DATE 2560 ORION WAY €itp of tuvlihati ./ CARLS8AP, PA 92008 _ . orucMT • TELEPHONE F/RE OEPAHrM£A/r (619) 931-2i;!1 PLAN CHECK REPORT APPROVED • / 7^ DISAPPROVED PLAN CHECK# '-/007 ARCHITECT /Li t4o6 </^f <£i?»^/^nnRFR.<4 ^A>. D/e^lQ PHONE cmviP^'J^d 6=> /M[)f=<rr/)yifr^-rr^ AnnPFSR 5^.. /Vf^^ PHONE .^^3-/^/^1 OGpUPANGY CONST. ^ TOTAL SQ.FT. ^"^^ ^^:) S STORIES dhJ^.GlJ£!^'^ "Ma&PRINKLERED • TENANT IMP. . APPROVAL OF PLANS IS PREDICATED ON CONFORIMING TO THE f OLLOWIIIQ CONDITIGNS AND/OR MAKING THEf^Qm PLANS, SFECIf ICATIONS, AND PERMITS 1. Provide one copy of: floor p(an(8]^ «ite plan; sheets 2. Proyidfl| ti(i(0 site plana showing the lQcat(flsn of all existing fire hydrants within 200 feet of the project. Permit^ an» regi^isdtor installation of all fire protection systenre (sprlnkleoti stand pipes, dry chemical, halon, CO*. «MyffB£jQffi»!^^h^R»q !B|#I^ Oiyr^ved by the fire departme~nt prlor'te Installation. 5. The tM|fini(99 QwnfT AMI pgpg|/^l^ a,^i|)ldlp{j Information letter and return It to the fire department. 6. The following fire pr<9^e^«fp^^a are tMpirejt ^ / /i. ^., - / ^ ^ / -i, • Dry 9h9mjc»l, Halon, qCHIUpftten: —\ L _) ^ Fire l^larm (Typfl/Locatlon^fl^A^ All-yC r L <:>iyJ\,A) > ( >1 Ct >)J ML CJAVC^^ i u., a^,.,| ^ 7. Fire Extlnguleher Requlrements: ' ^' ^7 /\ /^c ^ >Q One 2A;rated>ABC extinguisher for eacH - HQCJ so. ftvOX portion thereof wlth^ irave^-dietaflce to the nearest e)rtriteu|j|^fWflBif^^ •Anf||[«j4^Srtieij|!^!lp|B^^ ^ to be located: • Qth^r: , V- a Addlttopal fire hydrant(s) shall be provided/// AC-f l)^ ^ f, ^</ '^ '< c ^)f?^LJ.^, - _^ S. EXITS 9. Exit doprs shall be openable from the insid^ without the use of a key or any special knowledge or effort. 10. A sign stating, " This door to remain unlocked during business hours" shall be placed above the main exit and • door^. ' • • ' ' ' • ' \ • , 11. EXIT signs (6" x W letters) shall be placed over all required exits and directional signs located as necessary to deaf ly Indicate the location of exit doors. 12. storage, dispensing or use of any flammable or combustible liquids, flammable liquids, flammable gases and ha^a^dous chemicals shall comply wJth Uniform Fire Code. 13. Building(s) not approved for high piled CQmt>ustlble stock. Storage in closely packed piles shall not exceed 15 feet In hejtght, 12 feet on pallets or in racks and 6 feet for tires, piaetica and spn\t fJamm^le lifuids. If high stock pil- ing \f to be done, comply wi|h. Uniform fire Code, Article ftl. ' 7^ . 14. Additiopal Requirements. .15. Comply with regulations on attached sheet(s). Report mailed to architect Met with Attach to Plans r>ATF 7 - ENGR M// PROJECT burkett &ujong Hr structurol C civil engineers SHEET. JOB HO^tlll^A. I ^-1 (iF,S^ ' A7/K^A /7./5 y7?t- ^/"Z* ^ /4 3 LL^ 7i^ H - Ul^fi'' tC.7 T J DATE. ENGR. MH PROJECT burkett /A &ujong HF structural C civil engineers SHEET- JOB NO '^7 7tp4 ^ t'^ hJ^r/^^ I7r^ t/^r I// I6>F1^4 DATE. ENGR. 7-^y PROJECT burkett /A &ujong Hr structurol & civil engineers SHEET. JOB NO. h77*fA t 1 Of^gf^ ty 5 CfftXMtAyh ; ^^~6" Si^)c I'^i" ^•hATF July. 1988 burkett ^ &ujong Hr PROJECT Techbilt Lot 36, Carlsbad Oaks * ENGR, MH SHEET—Coven. JOB NO 377^A STRUCTURAL CALCULATIONS FOR TECHBILT LOT 36 CARLSBAD OAKS CARLSBAD. CALIFORNIA i Kroiiinenhoek/NcKeown & Associates 1515 Morena Blvd. San Diego, CA 92110 Received JUL 29 1988 CITY OF CARLSBAD DEVELOP. PRoasERV, DIV. moo/ HATF ^ BS ENGR PROJECT burkett &ujong Hr structural ft civil engineers SHEET. L JOB NO 2L-y -TV/fl SUtfCdHtA/i, ^tt^A,J A7 ho 1.2 in fcyicyo^ 1 Ft^/^ r(7{*>/S ^ /'V' ?7,f' U^e tt TTI <^ It C. T3^ li^f ' > fsK97^ t^fZ ;x- DATE. ENGR. M/l PROJECT burkett &ujong Hr structural & civil engineers SHEET. JOB NO_3222it- v • ftoor 6^7i^<> // lit i f f L{J,er 5-^ X A/ r 7<?/^ t Iff T IZ7 ^ -7' ,6ff5^ i ^^-Z" DATE y^JFf FNP.P M// PROJECT burkett &ujong Hr structural ft civil engineers SHEET. JOB NO T>n¥A lt6 C.i- r I 4- /9,>^;^(^/^'^^^^^';^^>^'^'^^^ /j/jf y/^ ^•7 ' f'/ J¥e^4 f 17.5 1 i/^ ' • ^ :— ''H 7 6/ DATE 7-/? FKir.B MP/ PROJECT burkett &ujong Hr structural t civil engineers SHFFT f JOB Nr> ^7 7^/ t/^r ^^^^ 2^^.^ ^-1 i» / fc n^i 5-* i.t i_i ^ ^ I i ) V I"'' T 1 ^1 ^ / - /' ^ /p t i^-^ 10,^^ iF.6)^3-hf/) ^ ^ DATE. ENGR. 7'tJ> /^// PROJECT burkett ^ &iJuong Hr structural ft civil engineers SHEET ^ JOB NO_ ^^7 /«-/ ^- (Pi. t ' ' > 5 lO^Nft DATE. ENGR. PROJECT burkett £^ &ujong Hr structural C civil englr>eers SHEET. JOB NO. 5 ^ S'//^ -7/" ^^fA^-i^ ^ ' — • • ' GlLJ^ /u;-^ ^.Jx/*- J^:^^^"'/ ^^<r 6Y/^^^ f f • ^ Ccy - •'^Stf DATE. ENGR. M// PROJECT burkett &ujong Hr structural C civil engineers SHEET__Z JOB NO ^7 f*pA pi//te^/^^ u// /fi^ 7i/g. uy^ tt^y^ -z p^Q /> v ^ *^ tr^ ^(Ai^P((itCiAf» K/"- fC^ //.y' 7 1/ - ENGR / PROJECT BURKETT ENGINEERS SAN DIEGO, CAUFORNIA SHEET. z. JOB NO.. 3 7 7y/ S^<>rv» "7.7' Lb^lMZr* 5,S f<f^ 0.-7 PL •= 40 /Z, Voo 2 ^ ^/^-^ X 7X0 20*7 ofL. ^NGR . BURKETT ENGINEERS^ SAN DIEGO, CAUFORNIA SHEET, JOB NO.. l77Y/t PROJECT 17^ Fif- ii 'li; ENGR_ PROJECT burkett ^ &ujong Hr structural t civil engineers SHEET. JOB NO "h 77y/^ 2- ^)tA<e 15^-4 iSACk c<7C f' f^,5 ^/fc/c 7 MAXIMUM MOMENTS AND SHEAR FOR DOUGLAS FIR/LARCH STRUCTURAL LUMBER MAXIMUM MOMENT IN FT-LBS MAXIMUM SHEAR IN LBS SIZE NO. 2 GRADE M 1.25M NO. 1 GRADE M 1.25M SEL. STR. M 1.25M ALL GRADES V 1.25V SIZE 2K 4 2x6 2X8 370 788 1369 463 985 1711 447 945 1643 558 1182 2053 536 670 1134 1418 1971 • 2464 333 523 689 416 653 861 2x4 2x6 2x8 2x10 2x12 2x14 .2228 3296 4572 2785 '4120 5715 2674 3955 5486 3342 4944 6858 3209 4011 4746 5933 6584 8230 879 1069 1259 1098 1336 1573 2x10 2x12 "2x14 2x16 4x4 4x6 4x8 6056 863 1838 3194 7570 1079 2298 3992 7268 9085 .8721 10901 1042 2206 3833 1303 2757 4791 1449 776 1219 1607 1811 970 1524 2009 2x16 4x4 4x6 4x8 4x10 4x12 4x14 5199 7690 10668 6499 9613 13335 6239 9229 12801 7799 11536 16002 7487 9358 .1074 13843 ,5362 19202 2050 2494 2937 2563 3117 3671 4x10 4x12 4x14 4x16 6x6 6x8 6x10 14131 17664 16958 21197 3004 5586 8962 3755 6982 11203 49 25436 4622 8594 13788 3380 1714 233B 2961 4226 2143 ^ T 3701 4x16 6X-6 6x8 6x10 6x12 6x14 6x16 8x8 8x10 8x12 13133 17863 23190 7617 17909 16416 22329 28988 9522 15277 22386 16164 ll985 t8542 (9375 15042 b042 20205 27482 35677 11719 18802 27552 3584 4208 4831 3188 4038 4888 4480 5259 6039- 3984 5047 6109 6x 12 6x14 6x16 8x8 8x10 8x12 8x 14 8x16 24> 30449 39529 .29980 •Jfe8921 37475 _48651 5738 6588 7172 8234 ax 14 8x16 C • WIDTH or CLU-LM - 5 1/t Inchai 5 7VC/^ f;7 I > ' UMK urn In. ASIA A tCCTIOM t i-? noHENT or IHOTM 1 SIZE FACTM KCDUCED SECTION MODULUS Mxinun SMEAi NAxiHun HDHorr re.-u«. COMIMTIOH STMOL NAXIHUN NOHEMT Ft.-lkt. (with 2SX IncrMt.) COnSIHATIOM SYMBI I > ' UMK urn In. ASIA A tCCTIOM t i-? noHENT or IHOTM 1 SIZE FACTM l.Z5(V) »r • 2ZF »F Mr 6.0 7.i . y.o 10.7 12.0 .>0,73 38,43 46,12 93,d 1 6 1.50 30,7 48,0 69. 1 94, 1 123.0 92,2 180,1 311,3 494,4 73d.0 1 .0000 1.0000 1.0000 1.0000 1 .0000 30.7 43.0 6y • 1 y4.1 123.0 33a2 422S 5073 9919 6769 422b 5285 6342 7399 8456 . e 1 50 9609 13637 18834 24600 5637 bbOb 12684 17264 22590 5 125 8007 11931 15695 20900 7687 12011 17290 23542 _30750 7046 110 10 19855 21581 2b 187 6*0e> MOOOy 144 l« I961fr 25625 1 I 1 5,0 116.5 ne.o 69,13 76,87 84.56 92.26 155,6 I92,,l 2>2,5 270.7 •16S6,7 ,144 1 .4 • 1-9 18, 5 2'490.7 .9869 .9755 .9652 .9559 I&3.6 187.4 224.4 264.5 7610 8456 930 1 10 147 99 J 3 10570 1 16 27 i26e<. 30729 37496 44892 529 11 ^8 168 34371 4 115 1 48502 2560'( 31246 3 74 15 4 4 09*3 384 1 1 46870 56115 '66139 352 10 .429 64 :5l45y 6062t 39056 '4 6i.6 2 55 1.1 t • 19.5 |2I.C 122.5 124.0 99.95 107.62' 115.31 123.00 324,7 376,(. «32,4 492 .0 3166.7 3955.2 4864.7 9904.0 .9474 .9397 .9325 .925fa 507.7 353 .9 4 03. 2 455 .5 10993 I 1838 12684 1 3930 13T4 I 1479b 15 855 169 12 t\Si'l 70795 80649 91106 564 18 64896 73929 639 13 5 1289 98996 6720b 7592 1 76y34 '88494 100812 • 1 15882 70623 '81 120 9241 1 104392 64 1 t2 17 3 74 5 840 UI 9 4 90 2 25.5 27.0 2 a •' 5 30.0 130.6b 138.37 146.06 153,75 555,4 622,6 693*7 7 6 3 .7 708 1.6 8406.2 9886.6 11531.2 .9 196 .9138 .9083 ,9032 969.0 630.2 « 94 .3 14 575 1522 1 1 6066 16912 Jt*6» 19026 20083 2 1140 \lii\i9 1 13806 126043 1 38H67 93646 104323 119940 12 7 2 7 4 89 153 94859 105036 115722 127699 •142258 157594 1739o3 I n65b 130403 144425 159118 i£l^4l6 1 1 ^5,>.b 131295 14i65 3 8^1.5 33.0 |34,5 Ji6.0 16 1.43 169.12 176,8 1 1b4.50 847.5 930.1 1016,6 1107.0 13348,8 15348,0 17537.5 19926.0 .8983 .8936 .8892 .8850 76 1.3 831.2 904. 1 979.7 1 7758 1 6603 19449 20295 22197 23254 243 1 1 2536B 152273 166259 18082 1 1 y9y5a 139983 192404 165793 1 7962ti 126894 138549 150684 1 6329 a J9034 1 207824 226027 24494b • 174479 •190905 •207 191 72453? I5u61b 173186 18 8 3 5 6 204 127 i7.5 39,0 40.5 4 2.0 192, 18 199.87 207.56 2 15.25 1201. 1 1299, 1 1401 ,0 1506.7 2252 1,9 25334, 1 28371 , 1 31641.7 .&a ifi .8772 .8735 .8700 1139.7 1223.9 13 10.9 2 1140 2 1986 2283 1 2 3 6 7 7 27482 2853V 29996 2 11666 227942 24*785 262191 19 4 0 2 7 208947 2 2 4 3 8 6 2 4 0 3 4 2 17636b 189'952 2039d7 218493 264 582 284928 30998 1 32773y 242534 26 1184 2B04tt3 30042b 220485 23744(i 254984 273116 43,5 45,0 222.93 '30.62 1616,2 1729.6 35154.4 38917.9 ,8666 -.8634 1400.7 1493.4 24523 25368 iOtii 3 171C 280 159 298687 2568 1 3 273796 233466 248905 .373 398 ^342249 311132 VIOTM OF CLU-UM - ( 3A liiehM • EAN tarn u. AA£A A SECTIM NOOUUS S in.' NONEITT OF IHEKTIA 1 SIZE FACTM KEDUCEn SECTION MODULUS mm NAXimjH IJ* SMEAI HAXIMII MOHEWr Ft.-Iks. nraiNATIOH $T?«OL IWXIHUH HOREKT Ft.-Lbt. (vltk tSl Incruta) COnllMTIOM STWOL • EAN tarn u. AA£A A SECTIM NOOUUS S in.' NONEITT OF IHEKTIA 1 SIZE FACTM » 1.25(») azF IDF JIF rof 7.5 9.0 10.5 12.G 50 .0 6U.7 70.a U 1 .0 63.2 V 1 . 1 12i.O 162.0 237 .3 4 10.0 651.1 972.0 1 . 0 0 0 u t.oojo 1.OOuO 1.0000 6 3.2 y 1,1 1 2 4 , C 162.0 »96U 66d2 7 796 09 10 o960 835 3 9745 11137 1^676 18^25 24006 3 2*00 11601 1 0 7 0 0 22739 2 9 7 0 0 10546 151a7 2067 1 27000 .15820 22781 31037 40500 1450 1 2086:: 28423 37 125 13 183 1 89d4 25839 33750 1 J.b 19.0 16.5 1 3 .0 y 1.1 10 1.2 111.3 12 1.5 253. 1 306.2 3 0 4 .'5 \3b3.9 -1 U9B.4 ,2526.8 32B0 . 5 .y36y .9755 . 9652 , 9 5 5 y 202 .; 240.9 2y9 . o 34 S . A 10023 11137 1 2 2 5J 1 3 3o5 1 252 J 1392 1 1 5.3 1 4 1 6706 404 73 4y3d5 5y 1 26 6 9 o 8 b 37 IOC 4926y 54 1 9y 6368 1 35727 4 1.15 4 49272 5607 3 5069 1 6 ' 73 1 7 3908 67110 46375 965tt7 67749 7985 1 42 i 5y 5 1**2 6 1590 • 72992 1 y .5 2 1.0 22.5 24.:; 13 1.0 14 1.7 151. J 162.0 427 .7 496. 1 569.9 648.0 4 170 .g 9209.3 6407.2 7776.0 .94 74 . 93 97 .9325 .9250 405 .3 4 66.2 9 3 1.1 ^"99. y 14 4 7b 1 5S92 1 6706 1 7<J ifO 1 o09b 1 9490 20b82 2 2 2 7 ^> a 1 0 6 3 y3;£4 3 106221 1 1 y99 3 7 4 3 0 7 85472 97370 1 0 y V 9 3 6J552 77702 885 1 8 9yy 94 10 1328 1 16553 132777 14 999 1 9288* 10684 1 121712 137492 84440 97 128 1 10647 1249 93 825.5' 27.0 2a,5 JO.C 172. 1 182.2 192.3 202.9 "731.3 • 20,1 913,7 10 12.5 9327,0 1107 1.6 13021.3 15 187.5 .9196 .> 1 3o .9Cb3 .9032 672.7 749.4 830.0 9 14.4 1 tt y 5 i 2004 7 1 16 1 22275 23667 25059 2045 1 278 4 3 13453 1 I49d92 166009 1b289B l2J33y I3 740 1 152 174 167636 1 1 2 1 26 1249 10 1 3a340 1524 15 168 169 187365 2075 1 1 225622 1^4 1)3 171751 1902 18 209570 UOlSe 196137 . 172926 1905 1b 33,u 34,9 36.0 2 12.6 222.7 232.8 24 3 .0 11 u.: 1225. 1 1339.0 1498.0 l^fsSl.4 ^0214.5 23098.2 26244.0 .a9b3 .8936 .eL'y2 . 8 B 5 0 1002.7 1 094 .b 1190.7 1290.4 2 3 380 24902 256 16 267 30 29235 10 6 2 8 32020 334 12 200555 2 18975 238155 25b09 1 183842 200727 2 18309 2369d4 167 129 182479 1 9B 4 6-3- 2 19076 250693 273719 -2176 9 4 32Tn 4 229802 250909 272886 295730 '"SObS* 1 1 228099 248078 1 268849 i J7,5 ^9.0 40.5 42.0 253.1 263.2 273.3 2 b 3 . 5 1 !>a2.0 1711.1 1845.2 19d4.5 29663.0 33366 .y '37366.9 4 1 6 7 4 .C 1 . 88 1 0 < .8772 .b7i;5 .3700 1 9 J . 5^ 150 1.0 16 12.0 17 7 6.6 Mb*3 28957 3007 1 3 1 1 d^- 34b0« 36 196 375a9 3 898 1 2787B0 3002 17 322400 34*325 255548 275 19y 295533 3 1 654 6 2323 16 250181 268666 28777 1 348475 37527 1 40300U 4 3 1657 3 194 35 343999 369417 3996J5 2903i?. •3 12726); :3358.''3 j; 35 97 1 4 si 4 3.5. 45.0 46.5 4 0.0 293.6 303,7 5 15.8 J2t .0 2278. 1 2432.5 2">92.0 46 300.9 9 12 5 7 . a 9 6 5 5 6.3 o2?06 .0 1 ,0tt6 '• .86:4 .t602 <• . B ^> 7 1 8 4 4 . y 1966.9 3092.6 :!22 1 . >• 1 2 2 9 i 3 34 1 2 34 526 3564 0 i 0 37 3 4 1765 4 3 157 4 4. 5 5 0 3 66 9 91] 393392 4 1 852u »4*3-yt5 3 3624 1 360609 38365 1 4 0 7 5 6? 3074y2 327827 348773 370329 40 1238 49 1740 523 160 955494 422802 450762 479563 909202 38 436 5 . 409784 ;\ 435967 1 4 6 2 9.1 i X4y,i. I? 1 .0 334.1 344.2 2926.1 6a224 . 1 746 1 b. 1 . £ 3 (. " » .8- • .!354.y|}675i |24y 1 .»|3V8 6V 4 994^ 47334 4 709yO 4 yd3 1 2 4 3 17 4 1 ~ 5 6 7 8 6 392492 4 16260 5d8736 622890 639677 970983 • .f • 4;(:i6 15 ! 5 9Cr5 j ' • • , GLB MOMENT CAPACITIES IN K-FT @ UNBRACED LENGTHS BM WIDTH= 5.125 IN. E= 1800.000 KSI Fb= 500 KSI BM DEPTH iitviRRflrrn i F MGTH TN Ff -FT IN IN. 8.0 16.0 24.0 32.0 40.0 48.0 12.0 '25,6 24.5 23.2 21.3 18.9 16-0 13.5 32.0 30.7 28.6 25.5 21.7 18.0 15.0 39.1 37.4 34. 1 29.5 24.0 20.0 16.5 46.8 44.6 39.8 33.. 1 26.4 22.0 18.0 55.1 45.4 36.0 28.8 24.0 19.5 64. 1 60.2 50.8 39. 1 31.2 26.0 21.0 73.7 68.4 55. 8 42. 1 33.6 28.0 .22.5 84.0" 76.8 60.1 45.1 36.0 . 30.0 24.0 94.9 85.3 64. 1 48.1 38.5. 32.0 25.5 106.4 93.8 68. 1 51.1 40.9 34.0 27.0 118.5 102.1 72.1 54.1 43.3 36.0 28.5 1 <^ 1 e ^ 110.3 76. 1 57; 1 45.7 38. 1 30. 0 144.7 118.1 80. 1 60.1 •48.1 40. 1 31.5 158.6 125.5 84.1 63.1 50.5 42.1 33. 0 173.2 132.2 88. 1 • 66.1 52.9 44. 1 . 34.5 188.4 138.2 92.1 69.1 55.3 46.1 36.0 204.1 144.2 96.1 72.1 57.7 48. 1 37.5 220.5 150.2 100. 1 75.1 60. 1 50. 1 39.0 237.4 156.2 104.1 78. 1 62.5 52. 1 40.5 255.0 162.2 108. 1 81. 1 64.9 54. 1 42.0 273.1 • 168,2 112.2 84.1 67.3 56.1 . 43.5 290.3 174.2 116.2 87. 1 69.7 .58.1 45.0 307.1 180.2 120.2 90.1 72.1 ., ..60.1 46.5 324. 1 186.3 124.2 93.1 74.5 62.1 48.0 341. 1 192.3 128.2 96. 1 76.9 64. 1 49.5 358. 1 198.3 99. 1 79.3 66. 1 51-0 375.0 204.3 136.2 102. 1 81.7 68.1 GLB MOMENT CAPACITIES IN K-FT @ UNBRACED LENGTHS BM WIDTH= 5.125 IN. E= 1800.000 KSI Fb= 3.000 KSI BM DEPTH UNBRACED LENGTH IN FEET IN IN. 8. 0 16.0 24.0 32.0 40.0 43.0 12.0 30-8 28.9 26.6 19.2 16.0 13.5 38.4 35. 9 32.2 • 27.0 21.6 18.0 15.0 46.9 43-5 37.8 30.0 24.0 20.0 16.5 56- 1 51-5 43.2 33. 0 26.4 22-0 18.0 66- 1 59.8 \ 48.0 36.0 28.8 24.0 19.5 76-9 • 68-2 52. 1 39. 1 31.2 26.0 21-0 SS-5 76.7 56. 1 42. 1 CO. 6 28.0 100.8 85. 1 60- 1 45. 1 36.0 30.0 24.0 113.9 93.2 64. 1 48. 1 38.5 32.0 127.7 100. 9 68- 1 51. 1 40.9 34. 0 27.0 142.3 108.0 72. 1 54. 1 43.3 36. 0 28.5 157.6 114-2 76. 1 57. 1 45.7 38. 1 30. 0 173-6 120.2 80. 1 60. 1 48.1 40. 1 31.5 189.8 126.2 84. 1 63. 1 50.5 42. 1 • 0 205.9 132.2 88. 1 66-1 52.9 44. 1 34.5 138.2 92. 1 69. 1 55.3 • 46. 1 36. 0 239. 1 144.2 96. 1 72. 1 57.7 48. 1 • 37.5 m 7 ISO. 2 100- 1 75.1 60. 1 50- 1 39- 0 272.9 156.2 104. 1 78. 1 62.5 52. 1 40.5 289-9 162.2 108. 1 81.1 64.9 54. 1 • 42-0 306-9 168.2 112-2 84. 1 67.3 56. 1 43.5 323-8 174. 2 116.2 87. I 69.7 58. 1 45.0 340- 4 . 180-2 120.2 90. 1 72.1 60. 1 46.5 >i>5<^ • ? 186.3 124.2 93. 1 74.5 62. 1 43.0 372-9 192.3 . 12s. 2 96. 1 76.9 64. 1 49.5 388-6 198.3 X • ^ 99. 1 79.3 66. 1 51.0 403-7 204. 3 1 a 2 102- 1 81.7 68. 1 577^4 1 m N N > Z Z m Tl > z r > z 5L. (> • riATF 7 -Sf ENGR PROJECT burkett ^ &ujong Hr structorol i civil engineers SHEET. 3- JOB KID l-^7(f7l M' A-f/xr 7>;3^ ' /^'^^ ((.^/f^/,*^ ^tz^ y V /43 6-3 M"^/'i7>c '^'s. l^'f ft •A % T 5, ENGR (' . PROJECT burkett £^ &uiong Hr strocturol t civil engineers SHEET. JOB M<-» '%~7 7t/-/f M ' /7^5V^ ^ P^'""^ CY&fir t//U>/%C ro DATE. ENGR. 7-^P MH PROJECT burkett £^ &ujong Hr structural & civil engineers SHEET. JOB NO- ^-1 77, y t M-^—u?-^ lit 1 t-' tSJ^ t^.t rinriv^^ iy.5-^ V t'lt DATE. ENGR. PROJECT burkett £^ ftujong Hr structural ft civil engineers SHEET. IZ JOB NO Z 7 7*//i 4^ LSL- -I- AT/ 5'7 5 ^^T- ^TAyfylJfAfC. H/A^C ' «7 ' ^ ' . «:i£Z£.^ , /^7i^ I,-\Z Mt,' l,^f^ hi'"' /2 ./V |-' ^55 <7.^^ ^7 7^/ SQUARE FOOTING DESIGN TABLE ASB IN KSF 1.0 l.S 2.5 3.0 3.3 SIZE IN LOAD BARS LOAD BARS LOAD BARS LOAD BARS LOAD BARS LOAD BARS FT. SO. KIPS 14 IS t6 KIPS 14 tS 16 KIPS 14 15 16 KIPS 14 15 16 KIPS • 44 15 16 KIPS 14 IS 16 2.00 2.B 3 2 2 4.8 3 2 2 6.8 3 2 2 a. 8 3 2 2 10.8 3 2 2 12.8 3 2 2 2.25 3.5 .3 2 2 6.1 3 2 2 8.6 3 2 2 11.1 3 2 2 13.7 3 2 2 16.2 3 2 2 -2.50 4.4 U 3 2 7.5 4 3 2 10.6 4 3 2 13.8 4 3 2 16.9 4 3 2 20.0 4 3 2 2.75 5.3 4 3 2 • 9.1 4 3 2 12.9 4 3 2 16.6 4 3 2 20.4 4 3 2 24.2 4 3 2 3.00 6.3 4 3 3 lO.B 4 3 3 15.3 4 3 3 19.8 4 3 3 24.3 4 3 3 28.8 4 3 3 - 3.25 7.4 5 3 3 12.7 5 3 3 18.0 5 3 3 23.2 5 3 3 28.5 5 3 3 33.8 5 3 3 3.50 8.6 3 3 3 14.7 5 3 3 20.8 5 3 3 27.0 S 3 3 33.1 5 3 3 39.2 5 3 3 3.75 9.8 5 4 3 16.9 5 4 3 23.9 5 4 3 30.9 5 4 3 38.0 5 4 3 45.0 5 4 3 4.00 11.2 6 4 3 19.2 6 4 3 27.2 6 4 3 35.2 6 4 3 43.2 6 4 3 51.2 6 4 3 4.25 12.6 6 4 3 21.7 6 4 3 •r 4 3 39.7 6 4 3 48.8 6 4 3 57.8 6 4 3 4.50 14.2 6 4 4 24.3 6 4 4 34.4 6 4 4 44.6 6 4 4 54.7 6 4 4 64.8 6 4 4 4.75 15.8 7 4 4 27.1 7 4 4 38.4 7 4 4 49.6 7 4 4 60.9 7 4 4 72.2 7 4 4 \Z 5.00 17.5 7 5 4 30.0 7 5 4 42.5 .7 5 4 55.0 7 5 4 67.5 7 5 4 79.1 SS5L.iAJ^ 5.50 21.2 8 5 4 36.3 8 5 4 51.4 8 66.6 8 5 4 80.5 .5^ i95.7 -'-9 15 6.00 25.2 8 6 5 43.2 a 6 5 61.2 8 6 5 77.9 -10 7 5 95.9 10 7 5 112.5 12 8 6 .A' 6.50 29.6 9 6 5 50.7 9 6 5 7i.2 ^ 7. L, ".91.4 -11 US. 110.9 13 9 i" • 132.0 13 9 6 18 7.00 34.3 10 6 5 58.8 10 6 5 'fil.5 12 8 & im-o**i2 '8 6 . 128.6 14 9 7 153.1 14 9 7 , . 7.50 39.4 10 7 6 ,6S."* 13 93.5 'IZ 8-6' 119.5 15 10 7 147.7 15 10 7 4173.7 • 18 11 8 8.00 44.8 a 7 6 74.4 13 9 6 104.0 16 11 8 136.0 16 a 8 «165.6 12, iG ,«197.6 :.19 12 .9 Z:J 8.50 50.6 12 a 6 *84.0 14 9 7 117.4 17 11 8 450.8 *20 13 ..9^ ^?186.9 20 13 % iZ" .9.00 56.7 12 8 7 '"94.2 15 10 7 .131.6 18 12 8 ^169.1 21 14 10 206.6 24 16 a 15" 10.00 66.3 17 11 a 112.5 20 13 9 ..23 15 a 205.0 26 17 12 ^ 11.00 80.2 18 12 9 136.1 22 14 10 mA Ji5 17 12 24" : 12.00 95.4 20 13 10, 156.6 28 18 13 • III •<«-' tl 15 2!" ASB IN KSF 4.0 4.5 5.0 6.0 7.0 r B.O SIZE IN . LOAD BARS LOAD BARS LOAD BARS LOAD BARS LOAD BARS LOAD BARS FT. SQ. • KIPS 14 15 16 KIPS i4 15 16 KIPS 14 15 16 KIPS »4 i5 16 KIPS 14 f5 16 KIPS 14 15 16 2.00 14.8 3 2 2 16.8 3 2 2 18.8 3 2 2 22.8 3 2 2 26.8 3 2 2 30.8 3 2 2 2.25 18.7 3 2 2 21.3 3 2 2 23.8 3 2 2 28.9 3 2 2 33.9 3 2 2 39.0 3 2 2 2.50 23.1 4 3 2 26.3 4 3 2 29.4 4 3 2 35.6 4 3 2 41.9 4 3 2 48.1 4 3 2 2.75 28.0 4 3 2 31.8 4 3 2 35.5 4 3 2 43.1 4 3 2 50.7 4 3 2 58.2 4 3 2 3.00 33.3 4 3 3 37.8 4 3 3 42.3 4 3 3 51.3 4 3 3 60.3 4 3 3 69.3 4 3 3 II 3.25 39.1 5 3 3 44.4 5 3 3 49.6 5 3 3 60.2 5 3 3 70.3 5 3 3 81.3 5 3 3 3.50 45.3 5 3 3 51.5 5 3 3 57.6 5 3 3 69.8 5 3 3 82.1 5 3 3 .J3.9 . 3.75 52.0 5 4 3 59.1 5 4 3 66.1 5 4 3 79.6 7 4 3 ^93.7 • 7 4 "r 107.8 7 4 3 15 „ 4.00 59.2 6 4 3 67.2 6 4 3 75.2 6 4 3 90.6 7 5 3 106.6 -T 1 5 3 '122.6 7 S 3 12^ 4.25 66.8 6 4 3 75.9 i 5 4 84.2 ? 51 • 102.3 7 5 4 120.3 - 7 5 4 l!7.7 9 6 4 1 ' 4.50 74.2 8 5 4 84.3 a 5 4 94.4 a 5 4 114.7 8 5 "4 134.2 9 6 ' 154.4 9 6 4 IS 15" 82.6 8 5 4 93.9 a 5 4 105.2 a 5 4 126.9 10 6 S" 149.5 10 6 5 172.0 10 6 5 5.00 91.6 9 6 4 104.1 9 6 4 116.6 9 6 4 140.6 10 7 5 165.6 10 7 5 189.7 12 8 6 Tr 5.50 110.8 9 6 5 125.9 11 7 5 139.9 a 7 5 170.2 13 4 6 199.3 13 * 6 Tr 18 6.00 130.5 12 8 6 148.5 12 8 6 2! .6.50 7.00 7.50 153.2 13 9 6 201.8 li 11 S 18 11 8 172.7 200.3 15 10 7 16 a 8 165.2 14 9 7 193.8 15 10 7 201.2 14 9 7 ASSUMPTIONS: k'=2 KSI 150 PSF OVEHSURDEN GRADE 60 STEEL LOAD FACTOR= 1.6 12" SBu'flRE SASE-PLATE DATE 2J ENGR /^// PROJECT tcctP^cT burkett &ujong Hr structural & civil engineers If SHEET_ JOB ND g7 7y A X > |J^ X u / MS It <0 •A li Cf »- It 0- t4 I V Y /-to V X at ' u y"\ I -a- tj\ 7 <5i X 3^ VP t>k ^4 TECHBILT TILT UP CONCRETE WALL DESIGN ^ O/^e'^L, DL+LL+LAT DL+LL 177 fA BAR SIZE= 5 Pu AXIAL KIPS= 0.407 0.495 SPACING IN= 16.00 Pu ECCENTRIC KIPS= 0. 538 0.610 WALL HEIGHT FT= 25.00, Pu WALL KIPS= 1.531 1.531 WALL THICKNESS IN= 7.001 Pu TOTAL KIPS= 2.476 2.636 d IN= 3.50 1 qu LATERAL KSF= 0.037 0 OPENING FACTOR= 1.00 0= 0.880 0.879 DEAD LOAD KIPS= 0. 144 OPb KIPS= 35.150 35.100 LIVE LOAD KIPS= 0.240 Pn KIPS= 2.813 2.998 ECCENTRICITY IN= 7.00 a IN= 0.548 0.554 AXIAL DL KIPS= 0.291 OMn IN-KIPS= 47.608 48.020 AXIAL LL KIPS= 0 c= 0.644 0.652 F'c KSI= 3.0 Ie= 22.233 22.396 Fy KSI= 60 DEFLECTION IN= 6.428 6.437 ZICp= 0.300 CENTER Mu IN-KIPS= 47.390 14.154 WIND KSF= 0.020 X FT= 0.258 1. 109 DBL. BARS E IN= 0 MAX Mu IN-KIPS= 47.410 14.249 As SQIN= 0.23 0 0 As min SQIN= 0. 10 - - TECHBILT 2 TILT UP CONCRETE WALL DESIGN DL+LL+LAT DL+LL BAR SIZE= 5 Pu AXIAL KIPS= 0.815 0.902 SPACING IN= 13.00 Pu ECCENTRIC KIPS= 1.344 1.344 WALL HEIGHT FT= 25.00 Pu WALL KIPS= 3.063 3.063 WALL THICKNESS IN= 7.00 Pu TOTAL KIPS= 5.221 5.309 d IN= 5.25 qu LATERAL KSF= 0.074 0 OPENING FACTOR= 2.00 0= 0.859 0.858 DEAD LOAD KIPS= 0.480 OPb KIPS= 54.645 54.601 LIVE LOAD KIPS= 0 Pn KIPS= 6.081 6. 188 ECCENTRICITY IN= 7.00 a IN= 0.760 0.763 AXIAL DL KIPS= 0.291 OMn IN-KIPS= 88.080 88.260 AXIAL LL KIPS= 0 c= 0.894 0.898 F'C KSI= 3. 0 Ie= 71.165 71.389 Fy KSI= 60 DEFLECTION IN= 3.716 3.711 ZICD= 0. 300 CE.NTER Mu IN-KIPS= 87.439 18.739 WIND KSF= 0.020 X FT= 0.355 2.095 DBL. BARS E IN= 1.75 MAX Mu IN-KIPS= 87.506 19.133 As SQIN= 0.29 0 0 As min SQIN= 0. 10 TECHBILT BAR SIZE= SPACING IN= WALL HEIGHT FT= WALL THICKNESS IN= d IN= OPENING FACTOR= DEAD LOAD KIPS= LIVE LOAD KIPS= ECCENTRICITY IN= AXIAL DL KIPS= AXIAL LL KIPS= F'c KSI= Fy KSI= ZICp= WIND KSF= DBL. BARS E IN= As SQIN= As min SQIM= TILT UP CONCRETE WALL DESIGN 7.00 25.00 7.00 5.25 3.00 0. 192 0. 320 7.00 0.291 0 3.0 60 0.300 0.020 1.75 0.53 0. 10 0 Pu AXIAL KIPS= Pu ECCENTRIC KIPS= Pu WALL KIPS= Pu TOTAL KIPS= qu LATERAL KSF= 0= OPb KIPS= Pn KIPS= a IN= OMn IN-KIPS^ c- le^ DEFLECTION IN^ CENTER Mu IN-KIPS^ X FT^ MAX Mu IN-KIPS DL+LL+LAT 1.222 2.150 ,594 ,966 , 110 0.837 40.944 4. 7. 0. 9. 1. 144. 1, 101, 520 353 517 592 4.257 135.196 0. 368 135.307 0 DL+LL 1.310 2.246 4.594 8.150 O 0.835 40.873 9.756 1.361 144.688 1.601 102.261 4.248 32.775 1.972 TO 7 0 TECHBILT 4 TILT UP CONCRETE WALL DESIGN BAR SIZE= SPACING IN= WALL HEIGHT FT= WALL THICKNESS •IN= d IN= OPENING FACTOR= DEAD LOAD KIPS= LIVE LOAD KIPS= ECCENTRICITY IN= AXIAL DL KIPS= AXIAL LL KIPS= F'c KSI= Fy KSI= ZICp = WIND KSF= DBL. BARS E IN= As SQIN= TECHBILT 5 16.00 14.00 7.00 3.50 1.00 0 0 0 ,000 ,560 3.0 60 0.300 0.027 0 0.23 6. 0. Pu AXIAL KIPS= Pu ECCENTRIC KIPS= Pu WALL KIPS^ Pu TOTAL KIPS^ qu LATERAL KSF^ 0= OPb KIPS^ Pn KIPS^ a IN OMn IN-KIPS^ c^ le^ DEFLECTION IN CENTER Mu IN-KIPS^ X FT^ MAX Mu IN-KIPS^ DL+LL+LAT 9.184 0 0.858 10.042 0.037 0.820 32.753 12.241 0.856 66.002 1.007 29.287 2.122 31.218 0 218 0 31, DL+LL 10.984 0 0.858 11.842 0 0.806 32.183 14.691 0.936 69.995 1.101 30.858 2. 135 24.214 0 24.214 0 TILT UP CONCRETE WALL DESIGN BAR SIZE= DL+LL+LAT DL+LL BAR SIZE= 5 Pu AXIAL KIPS= 2.470 2.562 SPACING IN= 15.00 Pu ECCENTRIC KIPS= 7.644 8.064 WALL HEIGHT FT= 12.00 Pu WALL KIPS= 2.205 2. 205 WALL THICKNESS IN= 7.00 Pu TOTAL KIPS= 12.319 12.831 d IN= 3.50 qu LATERAL KSF= 0. 110 0 OPENING FACTOR= 3. 00 0= 0.802 0.798 DEAD LOAD KIPS= 0.420 OPb KIPS= 31.285 31.127 LIVE LOAD KIPS= 1.400 Pn KIPS= 15.355 16.076 ECCENTRICITY IN= 7. 00 a IN= 0.988 1.012 AXIAL DL KIPS= 0.308 OMn IN-KIPS= 72.912 73.980 AXIAL LL KIPS= 0.280 c= 1. 162 1. 190 F'c KSI= 3.0 Ie= 31.862 32.314 Fy KSI= 60 DEFLECTION IN= 1.583 1.583 ZICp= 0. 300 CENTER Mu IN-KIPS= 68.362 46.788 WIND KSF= 0.020 X FT= 1.929 4.561 DBL. BARS E IN= 0 MAX Mu IN-KIPS= 72.662 57.516 As SQIN= 0.25 0 0 As min SQIN= 0. 10 0 TECHBILT 6 TILT UP CONCRETE WALL DESIGN DL+LL+LAT DL+LL BAR SIZE= 5 Pu AXIAL KIPS= 0.280 0.340 SPACING IN= 16.00 Pu ECCENTRIC KIPS= 0. 109 0. 109 WALL HEIGHT FT= 26.00 Pu WALL KIPS= 1.593 1.593 WALL THICKNESS IN= 7.00 Pu TOTAL KIPS= 1.982 2.042 d IN= 3. 50 qu LATERAL KSF= 0.037 0 OPENING FACTOR= 1. 00 0= 0.884 0.884 DEAD LOAD KIPS= 0. 078 OPb KIPS= 35.307 35.288 LIVE LOAD KIPS= 0 Pn KIPS=. 2.241 2.310 ECCENTRICITY IN= 7.00 a IN= 0.529 0.531 AXIAL DL KIPS= 0. 200 OMn IN-KIPS= 46.323 46.479 AXIAL LL KIPS= 0 c= 0.622 0.625 F'c KSI= 3.0 Ie= 21.721 21.784 Py KSI= 60 DEFLECTION IN= 6.925 6.928 ZICo = 0. 300 CENTER Mu IN-KIPS= 45.919 9.006 WIND KSF= 0. 020 X FT= 0. 055 0.288 DBL. BARS E IN= 0 MAX Mu IN-KIPS= 45.920 9.011 As saiN= 0.23 0 0 As mm SQIN= 0. 10 0 (7 '^77*PA TECHBILT 7 TILT UP CONCRETE WALL DESIGN DL+LL+LAT DL+LL BAR SIZE= 5 Pu AXIAL KIPS= 4.424 5.288 SPACING IN= 16.00 Pu ECCENTRIC KIPS= 2.548 2.968 WALL HEIGHT FT= 12-00 Pu WALL KIPS= 0.735 0.735 WALL THICKNESS IN= 7.00 Pu TOTAL KIPS= 7.707 8.991 d IN= 3.50 qu LATERAL KSF= . 0.037 0 OPENING FACTOR= 1.00 0= 0.839 0.829 DEAD LOAD KIPS= 0.420 OPb KIPS= 33.493 33.086 LIVE LOAD KIPS= 1.400 Pn KIPS= 9.188 10.850 ECCENTRICITY IN= 7.00 a IN= 0.756 0.810 AXIAL DL KIPS= 2.880 OMn IN-KIPS= 60.593 63.599 AXIAL LL KIPS= 0.280 c= 0.890 0.953 F'c KSI= 3.0 Ie= 27.227 28.367 Fy KSI= 60 DEFLECTION IN= 1.539 1.551 ZICp= 0.300 CENTER Mu IN-KIPS= 28.167 23.662 WIND KSF= 0.020 X FT= 1.390 2.348 DBL. BARS E IN= 0 MAX Mu IN-KIPS= 29.200 25.694 As SQIN= 0.23 0 0 As min SQIN= 0. 10 0 TECHBILT 8 TILT UP CONCRETE WALL DESIGN BAR SIZE= 5 SPACING IN= 16.00 WALL HEIGHT FT= 25.00 WALL THICKNESS IN= 7.00 d IN= 5.25 OPENING FACTOR= 1.00 DEAD LOAD KIPS= 0 LIVE LOAD KIPS= 0 ECCENTRICITY IN= 0 AXIAL DL KIPS= 7.200 AXIAL LL KIPS= 7.200 F'c KSI= 3.0 Fy KSI= • 60 ZICp= 0.300 WIND KSF= 0.020 DBL. BARS E l'M= . 1.75 As SQIN= 0.23 As min SQIN= 0. 10 0 Pu AXIAL KIPS= Pu ECCENTRIC KIPS= Pu WALL KIPS= Pu TOTAL KIPS: qu LATERAL KSF= 0= OPb KIPS= Pn KIPS= a IN= OMn IN-KIPS= c= le: DEFLECTION IN: CE.NITER Mu IN-KIPS: X FT: i MAX Mu IN-KIPS: DL+LL+LAT 20.160 0 1.531 21.691 0.037 0.728 48.669 29.802 1.430 = 106.459 1.682 = 105.269 = 3.036 98.042 0 98.042 0 DL+LL 22..320 0 1.531 23.851 0 0.711 47.523 33.560 1.553 109.317 1.827 110.585 2.968 70.087 0 70.087 0 TECHBILT a LBS= 910 P LBS= 1430 V LBS= H LBS= ACTUAL LOAD LBS= ALLOWABLE LOAD LBS= ACTUAL/ALLOWABLE= ALLOWABLE/ACTUAL= NO FOOF LL= 1820 0 NO ROOF LL 1820 910 2.00 0.50 HANKINSONS FORMULA ROOF LL= SEISMIC 0 0 0 995 WITH ROOF LL 25'/. INCREASE 1820 1137 1.60 0.62 S77yA NO ROOF LL + SEISMIC 33"/. INCREASE 2074 1324 1.57 ^ l-Q P.f' 0.64 TECHBILT Q LBS= 910 P LBS= 1430 V LBS= H LBS= NO FOOF LL=: 65 0 HANKINSONS FORMULA ROOF LL= SEISMIC 0 0 0 995 ACTUAL LOAD LBS= ALLOWABLE LOAD LBS=: ACTUAL/ALLOWABLE= ALLOWABLE/ACTUAL= NO ROOF LL 65 910 0.07 14.00 WITH ROOF LL 25"/. INCREASE 65 1137 0.06 17.50 NO ROOF LL + SEISMIC 337. INCREASE 997 1902 0.52 1.91 A TECHBILT Q LBS= P LBS= 910 1430 V LBS= H LBS= ACTUAL LOAD LBS= ALLOWABLE LOAD LBS= ' ACTUAL/ALLOWABLE= ALLOWABLE/ACTUAL= NO FOOF LL= 80 0 NO ROOF LL 80 910 0.09 11.38 HANKINSONS FORMULA ROOF LL= SEISMIC 80 0 0 391 WITH ROOF LL 25"/. INCREASE 160 1137 0. 14 7. 11 NO ROOF LL + SEISMIC 33"/. INCREASE 399 1863 :67 > ^''-^v ''^''' TECHBILT Q LBS= P LBS= 910 1430 V LBS= H LBS= ACTUAL LOAD LBS= ALLOWABLE LOAD LBS= ACTUAL/ALLOWABLE= ALLGWAELE/ACTUAL= NO FOOF LL= 448 0 448 910 0, 49 2.03 HANKINSONS FORMULA ROOF LL= 448 0 NO ROOF LL WITH ROOF LL 257. INCREASE 896 1138 0. 79 SEISMIC 0 626 NO ROOF LL + SEISMIC 33/1 INCREASE 770 1597 0. 48 1.27 ^ A Off 2.07 nATF 7~</ PKir.p M // PROJECT burkett &ujong Hr structurol ( civil engineers SHEET. JOB NO .3 77Y/ '2'fC^f^(y(/ - /5- iz CifAt4fA/ u//l£C : /^/^/^ /Loop U^e^ f7/A tP /^ r'^^'^ACr 9 (H^AA. -t^jyc (i -> ^cp^ X / - 17 < 57^^' u^e: AA*t'i^(io\e ^AeC. fi/A^c ^i^^^ cAAAC/yy 55" DATE. ENGR. y-pp hr// PROJECT burkett £^ &uion9 Hr structural t civil engineers SHEET. JOB Kin "Z^l^A n f> 55// - ^^'^ ^4 7.¥ iyt,e ^J>AfC P5Pf^ DATE_ ENGR PROJECT burkett &uiong Hr structurol I civil engineers SHEET JOB NO. Us f-MAf-^^^^ = 4o.S^i'^iP--Ut ftp V4 X «4 It I HATF • 7 ENGR PROJECT burkett &ujong Hr structural t civil engineers JOB ND ^ 77YA P*C^>MfA'e (!) ^ ?; V 1A H St* U.i Ay- rijL' yv^yft/- Ctr^ \ dv I I P'^hT It' DATE '7~iP ENGR M// PROJECT burkett &ujong Hr structurol t civil engineers SHEET. JOB NO_ ^' 7)-f^ if{7 f^f 4^0 m /, i>(r ^ry7 fiofir/UAM.y A^G^^f^ jteci}) UPP ^ • 1^1^ci tforrPUt^z- '*p*,f ^ IS-If f U - W.n. 4. p^^f, ^ -j-17 ' n.7t i<t-P ^J^-Jf ^,1-. i 2^)^ Act-*-/ Orp^- 19f-7 % & y It - 57£ r ff CI ' LiAyE-^-e F-^ li/rH'^ 7.^ ciHrpr t.itfAii.v9^ z r 11.l""-^ :^ , y*^ < .4%. DATE. ENGR. 7-Pf H/L PROJECT burkett £^ &uiong Hr structurol t civil engineers SHEET. JOB NO. LfAye •P JA7 ^P, "5 IV ^f^Ati HP7bfi» //55 7 ^'75. . r57rvt/ ^ J~fUt/^erC fi/tAfi- /Vt^/Cf AV t^/^^ ^/4p,^tZCfx^l>' VS,«t^ -f Z.fiPl£iP DATE. ENGR. 7-S? PROJECT burkett &ujong Hr structurol t civil engineers SHEET. JOB NO '^77y/ 5 5-^ 7A ^^^9 ^ 97,7., -LH^ i< ) pa*yc. l.Pi- IP f If DATE_ 7'if ENGR. MIL PROJECT burkett &ujong Hr structurol t civil englrteers SHEET. JOB NO 'h77¥A ^G *' .9 b /i7 A^Ay- -^—'^IMJL.-^ 2-57 l<:c^ ^'?7 orA-i-s: (y£.^~%(^7)rcl5'>7Yy ' i^ArTet r -gfy^^g^ 5^- >/^> 7fJ /,77 '^^ — ''^ "^^^ ^ 1 ^^^^ ^^""^ uc,e 7- ''^ 6P^^ M^Mi, ^v,y ^ %? 7.91 DATE. ENGR. PROJECT 1-n burkett &ujong Hr structurol C civil ertglneers SHEET JOB Kin 7,7 7 y4 l"pf^ Dfi-AC CaA/Ayercyrff/ir^, t^G-bS V 1-71.^5 ' S,7^/A6cr I li,p^ y 73/^ Cr (y *^I0 la IZ ^ x7 V coyfyAyfTTePrcy^j 16 ^^0 Ifz i^,4 '^±±*/± ^ y^^-^^i 7f^ i^.n 5"-/ f^^^ *^l* r DATE. ENGR. 7-ff PROJECT burkett &ujong Hr structurol C civil engineers SHEET. JOB NO_ i«ef yu0t^ :/f/ / (far ti>i7 ' 5f/ f (</Acc ' Hv^ li^ nct^f^^ t.t^ ' ry C yts/, file J. ^ ' 1^ 10 r IJf^ ~ eJtCU i:.,:.;'Ti.,tiw.ir.v..;i^.fi-1^riiitiwi>,i.:>f:ri.iM,. DATE. ENGR. 7'^f PROJECT burkett &ujong Hr structural & civil engineers SHEET. LII JOB NO__LZ2J^ ' / p 1 UA/tr CP ?^ 5-5 ^i^y zy 9!A^ ^t,6'yi t utA^e ^ 7.« If. 7 bP/y'^*^ P'C- yT,7 /-^/^ M4 4yif 6 Y/y S<IH P^i to "the itP w /tP^t. C LfAPC ^ n 7t in/t 6 7 5^ UiAf*^y? 7 AXIS DIMENSIONS IN IN. KIPS NO ROOF LL KIPS WITH ROOF LL KIPS WIND OR SEIS. K-FT NO ROOF LL K-FT WITH ROOF LL M K-FT WIND OR SEIS. kl FT Fc KSI Fb KSI E KSI kl/d S IN'^3 1. 10 WOOD COLUMN DESIGN 24.00 5.13 0 0 68.60 0 0 0 0 53.00 0 32.00 0 1.65 2.40 — 1600.00 16.00 0 492.00 105.06 K F'c 20.89 1.46 18.69 1.69 18.10 1.75 0.51 0.65 0.70 AXIAL CAPACITY KIPS • 179.69 208.26 107.65 U- It '^77Y/I 0 0 0 0 oqnfcncTQMS !IGII» AXIS DIMENSIONS IN IN. KIPS KIPS P P P M K-FT M K-FT NO ROOF LL WITH ROOF LL KIPS WIND OR SEIS. NO ROOF LL WITH ROOF LL M K-FT WIND OR SEIS. kl FT Fc KSI Fb KSI E KSI kl/d S IN-^-3 1.20 X ;5.so 0 WOOD COLUMN DESIGN 53, 58. 40. 1. 1600. 18. i. 13 0 0 0 0 0 00 o 00 0 65 ~ 40 00 82 0 42 111.63 K 20.89 18.69 18. 10 F'c 1.29 1.35 ,79 ,00 ,00 AXIAL CAPACITY KIPS 168.29 177.04 88.98 0 0 0 0 AXIS DIMENSIONS IN IN. KIPS NO ROOF LL KIPS WITH ROOF LL KIPS WIND OR SEIS. 2. 20 WOOD COLUMN DESIGN M K-FT NO ROOF LL M K-FT WITH ROOF LL M K-FT WIND OR SEIS. kl FT Fc KSI Fb KSI E KSI kl/d S IN'^3 16.50 5.13 0 0 39.40 0 0 0 0 24.70 O 24.00 0 1.65 2.40 1600.00 17.45 0 232.55 72.23 K F'c 20.89 1.38 18.69 1.54 18.10 1.57 0.65 0.84 0.91 AXIAL CAPACITY KIPS 116.88 130.18 64.92 0 0 0 0 AXIS DIMENSIONS IN IN. P KIPS NO ROOF LL P KIPS WITH ROOF LL P KIPS WIND OR SEIS. M K-FT NO ROOF LL M K-FT WITH ROOF LL M K-FT WIND OR SEIS. kl FT Fc KSI Fb KSI E KSI kl/d S IN'^3 10 WOOD COLUMN DESIGN 15.50 5.50 0 0 43.70 0 0 0 O 10.60 0 28.00 0 0.93 1.30 1600.00 21.68 0 220.23 78.15 K F'c 27.91 0.81 0.63 24.96 0.94 0.76 24.17 0.97 0.81 AXIAL CAPACITY KIPS 69.29 79.88 45.77 ^77Y/f 0 0 0 0 OCnUGRDTCNC TWjph AXIS DIMENSIONS IN IN. KIPS NO ROOF LL KIPS WITH ROOF LL KIPS WIND OR SEIS. K-FT NO ROOF LL M K-FT WITH ROOF LL M K-FT WIND OR SEIS. kl FT Fc KSI Fb KSI E KSI kl/d S IN'^-3 >.20 13.50 0 WOOD COLUMN DESIGN 5.50 0 0 0 0 8.90 0 24.00 0 0.93 1.30 1600.00 21.33 0 167.06 68.06 K F'c 27.91 0.82 24.96 0.95 24.17 0.98 0.61 0.74 0.78 AXIAL CAPACITY KIPS 60.86 70.58 37.98 0 0 0 0 i. 10 WOOD COLUMN DESIGN AXIS DIMENSIONS IN IN. P KIPS NO ROOF LL P KIPS WITH ROOF LL P KIPS WIND OR SEIS. I,, K-FTj NO ROOF LL .M K-FT WITH ROOF LL M K-FT WIND OR SEIS. kl FT Fc KSI Fb KSI E KSI kl/d S IN"3 39.3 8, 24, 0, 1, 1600 18 220 Y 50 5.50 O 0 0 0 0 0 0 90 O 00 0 00 58 0 23 78.15 K F'c 27.91 0.86 24.96 1.04 24-17 1.09 0.45 0.54 0.58 AXIAL CAPACITY KIPS 73.69 88.48 59. 13 0 0 U'ly 1,77 iA TECHBILT 6.00 STEEL COLUMN DESIGN X AXIS Y AXIS P-KIPS= 41.60 kL/r= 34.09 0 END M K-F= . 0 0 Fa KSI= 14.36 kL FT= 20.00 1. 00 •fa KSI = 4.04 A saiN= 10..30 •fb;< KSI = 18.33 S IN'^4=: 57.60 5. 12 fby KSI= 0 r IN= 7.04 1. 22 FeM KSI= 170.89 Fb KSI= 21.60 21. 60 Fey KSI= 2052.82 Cm= 0.85 0. 85 1.6-la= 0.76 0 Fy KSI= 36.00 1.6-lb= 0. 14 0 MAX M K-F= 88.00 0 1.6-2= 0 0 1=PRIMARY,2 1.00 WABLE STRESS INCREASE 1. 33 TECHBILT 7.00 STEEL COLUMN DESIGN X AXIS Y AXIS P KIPS= 15.60 kL/r= 34.50 0 END M K-F= 0 0 Fa KSI= 14.36 kL FT= 18.00 1.00 fa KSI= 2.03 A SQIN= 7.68 fb;< KSI = 22.50 S IN'^4= 38.40 3.49 fby KSI= 0 r IN= 6.26 1. 12 Few KSI=: 166.81 Fb KSI= 21.60 21.60 Fey KSI= 1730.08 Cm= 0.85 0.85 1.6-la= 0.78 0 Fy KSI= 36.00 1.6-lb= 0.07 0 MAX M K-F= 72.00 0 1.6-2= 0.89 0 1=PRIMARY,2 1.00 ALLOWABLE STRESS INCREASE 1 « 0*1> -. TECHBILT 8.00 STEEL COLUMN DESIGN X AXIS Y AXIS P KIPS= 31. 10 kL/r= 60.65 0 END M K-F= 0 0 Fa KSI= 14.36 kL FT= 28.00 • 1.00 fa KSI= 4.79 A SQIN= 6:49 fbx KSI= 22. $4 S IN'^4= 29.00 2.80 fby KSI= 0 r IN= 5.54 1.04 Fe;: KSI = 53.99 Fb KSI= 21.60 21.60 Fey KSI= 1491.75 Cm= 0.85 0.85 1.6-la= 1.00 0 Fy KSI= 36. 00 1.6-lb= 0. 17 0 MAX M K-F= 54.00 0 1.6-2= 0 0 1=PRIMARY,2 1. 00 ALLOWABLE STRESS INCREASE 1.33 * DATE. ENGR. PA// PROJECT burkett &ujon9 Hr structural ft civil engineers JOB NO S7TPA UPPCB >?'*f UAf^' loiK S- 14,11^ t'Pti^MA,. ^/AA£rf yf? Art-x,/*^ ;>rs^. , f IV.^^ 4t7yi7' L/A/e // pn"-' 7 7^^^^^ L/A/e 7,p /i'.iP/^ tiy^)jit7- 10^ l^/Afer t'Z ^«)<^^ y f7 ^JVK^it) i/AAtr -7./ '7^^[i4y f 7T»"z^^we) ft^- 6'67Y fO r 2^ ^ 0 Olc 5 7 DATE. ENGR. Ff// PROJECT burkett &ujong Hr structural t civil engineers SHEET. JOB NO. ^77fA LC?CAT\C?H " / - UPre- z ^U'AtAr^iti)ytl7^ 'iicf"'' 'i^'Vf^' 7.4** oir it^tt^'K 7 7 - ty^^ iiA/tr c I^A7~fOYrT' Ji£$^ V,l,.^ul' v''' lA^tr Pe^t^yet 7H C-'NerA ' • - f0 91^ ^^y^if.€r .LP u*S 7*^-5- UAA^T i f~*AA^ ^-r f 7)c 77KP r ?,> fc V «• J7,t C7 * ) i^~/7 I77(f/I TECHBILT 1.00 GRADE BEAM DESIGN L FT= 43.00 SPma>! KSF= 2.64 SP min KSF= 0 1 b IN= 54.00 Av max saiN= 1.61 Vu max KIPS= 410.5 t IN= 24.00 Av reqd saiN=. 0 Vu KIPS= 71.9 1 P KIPS 109.00 Av mi n saiN= 0.54 Vu KIPS= 128.0 M K-F 2059.00 Av saiN= 0 Vu KIPS= 82. 1 1 FT= 28.00 As ma;; SQIN= 11.55 Mu max F-K= 843. 1 w KSF= 0. 15 As reqd SQIN= 4.21 Mu reqd F-K= 352.8 1 SP KSF= 2.67 -As reqd saiN= 1. 12 -Mu reqd F-K= 79.7 F'c KSI= 2.00 Fy KSI= 60.00 MAX STIRRUP SPACING IN IN.= 10.0 LOAD FAC 1.40 LENGTH OF SOIL PRESSURE IN FT= 33.0 LOAD FAC FOOTING COST= 16.8 TECHBILT 2. 00 L FT= 35.00 b IN= 36.00 t IN= 24.00 P KIPS 60.50 M K-F 918.00 1 FT= 24.00 w KSF= 0. 15 SP KSF= 2.67 F'c KSI= 2.00 Fy KSI= 60.00 LOAD FAC 1.40 TECHBILT 7.00 L FT= 37, 00 b IN= 36.00 t IN= 24. 00 P KIPS 56.70 M K-F 998.00 1 FT= 20.00 w KSF= 0. 15 SP KSF= 2. 67 F'c KSI= 2.00 Fy KSI= 60. 00 LOAD FAC 1.40 GRADE BEAM DESIGN SPma;--KSF= 2.67 SP min KSF= 0 1 Av max SQIN= 1.07 Vu max KIPS= 273.7 Av reqd SQIN= 0 Vu KIPS= 32.6 1 Av mi n SQIN= 0.36 Vu KIPS= 85.3 Av saiN= 0 Vu KIPS= 54.7 As max SQIN= 7.70 Mu max F-K= 562.0 As reqd SQIN= 1.86 Mu reqd F-K= 129.3 1 -As reqd SQIN= 0.40 -Mu reqd F-K= 28.6 Ce>-7^ MAX STIRRUP SPACING IN IN.= 10.0 LENGTH OF SOIL PRESSURE IN FT= 26.9 FOOTING COST= 8.3 GRADE BEAM DESIGN • SPmax KSF= 2.59 SP min.KSF= 0 1 Av max SQIN= 1.07 Vu max KIPS= 273.7 Av reqd SQIN= 0 Vu KIPS= m ^ 1 Av min SQIN= 0.36 Vu KIPS= 85.3 Av SQIN= 0 Vu KIPS= 54.7 As max SQIN= 7.70 Mu max F-K= 562.0 As reqd SQIN= 3.45 Mu reqd F-K= 284.4 1 —As reqd SQIN= 0 . 97. -Mu reqd F-K= 68.3 MAX STIRRUP SPACING IN IN-= 10.0 LENGTH OF SOIL PRESSURE IN FT= 27.4 FOOTING COST= 10.2 4 t^lA ^77yA TECHBILT. 9.00 GRADE BEAM DESIGN L FT= 27.00 SPmax KSF= 2.57 SP min KSF= 0 1 b IN= 36.00 Av max saiN= 0.75 Vu max KIPS= 191.6 t IN= 18.00 Av reqd saiN= 0 Vu KIPS» 20.0 1 P KIPS 43.90 Av mi n SQIN= 0.36 Vu KIPS= 59.7 M K-F 526.00 Av SQIN= 0 Vu KIPS= 38.3 1 FT= 20.00 As max SQIN= 5.39 Mu max F-K= 275.4 w KSF= 0. 15 As reqd SQIN= 1.07 Mu reqd F-K= 52.5 1 SP KSF= 2.67 -As reqd SQIN= 0. 19 -Mu reqd F-K= 9.6 F'c KSI= 2.00 Fy KSI= 60.00 MAX STIRRUP SPACING IN IN.= 7.0 LOAD FAC 1.40 LENGTH OF SOIL PRESSURE IN FT= 19.3 LOAD FAC FOOTING COST= 5.0 -.— . . • TECHBILT 13.00 GRADE BEAM DESIGN L FT= 17.00 SPmax KSF= 2.39 SP min KSF= 0 1 b IN= 36.00 Av max saiN= 0.75 Vu max KIPS= 191.6 t IN= 18.00 Av reqd saiN= 0 Vu KIPS= 29.6 1 P KIPS 16. 10 Av min SQIN= 0.36 Vu KIPS= 59.7 M K-F 184.00 Av SQIN= 0 Vu KIPS= 38.3 1 FT= 4.60 As max saiN= 5.39 Mu max F-K= 275.4 w KSF= 0. 15 As reqd saiN= 2.09 Mu reqd F-K= 122.0 1 SP KSF= 2.67 -As reqd saiN= 0.61 -Mu reqd F-K= 30.3 F'c KSI= 2.00 " -Mu reqd F-K= Fy KSI= 60.00 MAX STIRRUP SPACING IN IN.= 7.0 LOAD FAC 1.40 LENGTH OF SOIL PRESSURE IN FT= FOOTING COST= 9.8 3.6 DATE. ENGR. PROJECT _y±/L burkett £^ &ujong Hr structurol ft civil engineers SHEET. JA. JOB NO ''^779A HtrAuy }AA$e-pi<^ t SAPS LJ - -75,^ 1 C4PAOP/ /g- y7;c /^x^f = W7r^ ^ 97,5^ -Z. r 15 72. 2 Ic A,. 77^^ ,Hf^.9<. fA^$ ^ $AL /^ 7^'-fi T I ^ T I ; No ! xl • / f:,"^ Hftr /7y/^^ 3>5r' -P 4 U' 4 $TL. tl t _A J. 4 ^7.5 7 5-^" MUST APPLY LOAD ^ACTS'?-^ Woodward-Clyde Consultants GEOTECEBSHCAL INVESTIGATION FOR THE PROPOSED LOT 36 CARLSBAD OAKS EAST CARLSBAD, CALIFORNIA Prepared for: T&G Investments 3575 Kenyon Street San Diego, California 92110 a/jgk 1550 Hotel Circle North San Diego, California 92108 619-294-9400 Fax: (619) 293-7920 Woodward-Clyde Consultants August 1,1988 Project No. 8851091J-SI01 T&G Investments 3575 Kenyon Street San Diego, Califomia 92110 Attention: Mr. Paul Tchang GEOTECHNICAL INVESTIGATION LOT 36 CARLSBAD OAKS EAST CARLSBAD, CALIFORNIA Gentlemen: Woodward-Clyde Consultants (WCC) is pleased to provide the accompanying report, which presents the results of our geotechnical investigation for the project. This study was performed in accordance with our proposal dated Mairch 3,1988. This report presents our conclusions and recommendations pertaining to the project, as well as the results of our field explorations and laboratory tests. Very truly yoiu"S,~ WOODWARD-CLYDE CONSULTANTS Joseph G. Kocherhans G.E. 480 JGK/rlg Consulting Engineers, Geologists and Environmental Scientists Offices in Ottier Principal Cities Project No. 8851091J-SI01 Woodward-Clyde Consultants TABLE OF CONTENTS PAQgNO. PURPOSE AND SCOPE OF INVESTIGATION 1 DESCRIPTION OF THE PROJECT 1 FIELD AND LABORATORY INVESTIGATIONS 2 SITE CONDITIONS 2 Geologic Settings 2 Subsurface Conditions 3 Ground Water 3 DISCUSSIONS, CONCLUSIONS, AND RECOMMENDATIONS 3 Slopes 4 Foundations 4 Floor Slabs 5 Trench Excavations 5 Grading 5 Drainage 6 UNCERTAINTY AND LIMITATIONS 7 Appendices A. Field Investigation B. Laboratory Tests C. Guide Specifications for Earthwork a/jgk Project No. 8851091J-SI01 Woodward-Clyde Consultants GEOTECHNICAL INVESTIGATION FOR THE PROPOSED LOT 36 CARLSBAD OAKS EAST CARLSBAD, CAUFORNIA PURPOSE AND SCOPE OF INVESTIGATION This report presents the results of our geotechnical investigation at the site of the proposed Lot 36 of Carlsbad Oaks East in Carlsbad, Califomia. The site is located on the west side of Loker Avenue East approximately 420 feet north of Palomar Airport Road. This report has been prepared exclusively for T&G Investments and their consultants for use in evaluating the property and in project design. This report presents our conclusions and/or recommendations regarding: The geologic settmg of the site; General subsurface soil conditions; General extent of existing fill soils; Presence and effect of expansive soils; Grading and earthwork; Types and depths of foundations; and Allowable soil bearing pressures. DESCRIPTION OF THE PROJECT For our study, we have discussed the project with Mr. Ted Tchang. We have also been provided with a Site Plan indicating a proposed building location and property limits, prepared by Krommenhoek/McKeown & Associates,A.I.A., dated January 11,1988. We a/jgk -1- Project No. 8851091J-SI01 Woodward-Clyde Consultants understand that the proposed project will include the construction of a one or two-story concrete tilt-up structure on an essentially flat graded pad. We understand, further, that fill soil has been placed, compacted and tested by others on the south portion of the site. The fill could be up to 5 feet thick at the south property line and thins to zero about 100 feet north in the eastern end of the proposed building of this south line. The approximate limits of the fill, the site and proposed building locations are shown on the Site Plan (Figure 1). FIELD AND LABORATORY INVESTIGATIONS Our field investigation included making a visual reconnaissance of the existing surface conditions, making eight test pits on March 4, 1988, and obtaining soil samples. The test pits were advanced to depths ranging form 2 to 16 feet. The location of the test pits are shown on Figure 1. A Key to Logs is presented in Appendix A as Figure A-1. Final logs of the test pits are presented in Appendix A as Figures A-2 through A-9. The descriptions on the logs are based on field logs, sample inspection, and laboratory test results. Results of laboratory tests are shown at the corresponding sample locations of the logs and in Appendix B. The field investigation and laboratory testing programs are discussed in Appendices A and B. SITE CONDITIONS Geologic Setting The site is located roughly five miles form the Pacific Ocean in Carlsbad Califomia. the elevation across the site varies from about 425 to 432 feet above Mean Sea Level. The geologic setting of the vicinity is characterized by Eocene age marine sediments that were deposited on the Cretaceous age granitic bedrock and are overlain by eroded remnants of Pleistocene Terrace deposits. The study area is underlain entirely by Eocene age deposits of the Delmar Formation that consist of interbedded siltstone, sandstone and claystone. Structurally the Delmar a/jgk -2- Project No. 8851091J-SI01 Wbodward-Ciyde Consultants Formation is relatively flat-lying with shallow dips of two to three degrees. Faults have were not observed on the site during our field investigation. Since the site has been graded flat the majority of the site has been cut with the formational soils exposed at existing grade. A small portion of the south property line area has been filled, which may be up to 15 feet thick, there is a scattering of weeds and grassed on the surface. The cut slope along the sites west side has been planted and street improvements have also been constracted. Subsurface Conditions The test pits indicate that the site is essentially all cut, except for a zone along the south property line, where up to 15 feet of fill was placed. These fill soils generally consist of silty and sandy silt with siltstone fragments, the test pits indicate that fill soils may be less than 5 feet thick under the proposed building. The soils underlying the remainder of the site are composed of deposits within the Delmar Formation. These soils are interbedded silty to clayey sandstone, siltstone and claystone with concretions and local cemented layers. The equipment used for excavating the test pits encountered refusal and near refusal on cemented layers at depths of one and two feet in Test Pits 5 and 6, respectively. Ground Water - No ground water was encountered in the test pits at the time of excavation. DISCUSSIONS, CONCLUSIONS, AND RECOMMENDATIONS The discussions, conclusions, and recommendations presented in this report are based on the information provided to us, results of our field and laboratory studies, analyses, and professional judgment. a/jgk -3- Project No. 8851091J-Sioi Woodward-Clyde Consultants Slopes The existing slope along the western property line appears to be essentially a cut slope having a maximum height of less than 20 feet with a slope inclination of about 1.75 to 1 (horizontal to vertical). Since the slope was designed by others, we assume its design has been verified. Our experience has shown that, typically, cut slopes in these formational materials are grt^ssly stable; nevertheless there is a finite possibility that such slops could become unstable. In our opinion, the probability of this slope becoming unstable is low. Foundations A layout of the proposed building footprint on a 1 inch equal 200 feet scale plan with the original topography superimposed indicates that up to 10 feet of fill could exist under the south comer area of the building. This fill was placed during the mass grading of the area. The test pits, however, indicate that the fill may be only as deep as 5 feet under the building. It is recommended that existing formational soils within the proposed building footprint plus a minimum distance of 5 feet horizontally outside the building be excavated to a minimum depth of 3 feet below the bottom of planned footing depth. We also recommend that all existing fill soils under the building as described above be removed and be replace as part of undercut grading operation. The recommended minimum lateral removal is 2 feet out side of footings and downward and outward at a slope of 1 to 1. We recommend that these soils be treated and compacted as outlined in the Grading section. An alternate would be to replace the on-site soils with select compacted import soils. It is our opinion that the proposed stracture mn be supported on conventional spread footings placed on properly completed fill soils as described above. We recommend a maximum allowable soil bearing pressure of 2,000 psf (dead plus line load) be used for design and that the footing be a minimum 12 inches wide and a minimum of 18 inches deep measured from the lowest adjacent rough pad grade. In our opinion, this bearing pressure can be increased by no more than one-third for loads that include wind or seismic forces. We recommend that all footings be reinforced top and bottom with at least one No. 4 reinforcing bar. The actual reinforcing should be evaluated by the stractural engineer. a/jgk -4- Project No. 8851091J-SI01 Woodward-Clyde Consultants Footings should not be located within 8 feet of the top of a slope. Footings located closer than 8 feet fi"om the top of a slope should be extended in depth until the outer bottom edge of the footing is the required distance (8 feet) horizontally from the outside face of the slope. Floor Slabs We recommend that slab-on-grade floors have a minimum thickness of 4 inches and that they be properly reinforced. Slabs should be designed by the stmctural engineer for appropriate loading and usage. Concrete slabs should be underlain by 4 inches of sand and a plastic vapor barrier in those areas where floor coverings are sensitive to moisture. We also recommend the installation of perimeter cutoff drains at the outside edge of exterior wall footings in areas where planters or landscaping may extend up to the building or where the adjacent ground surface is higher than the floor slab. Trench Excavations UtUity trench excavations may encounter different excavation conditions. The efficienfly of such excavation is heavily dependent upon the condition of contractor equipment and contractor capability. The surface of trench backfill frequentiy setties even when backfill is placed under optimum conditions. We recommend that any slab or stmcture placed over a trench be designed to accommodate such settlement. Grading We recommend that all earthwork be done in accordance with the attached "Guide Specifications for Site Grading" (Appendix C). We also recommend that Woodward- Clyde Consultants review the grading plans prior to final design and observe the grading and test compacted fills. We further recommend that a pre-grading conference be held at the site with the owner, civil engineer, contractor, and the soil engineer in attendance. Soil conditions, processing methods, and the grading schedule can be discussed at that time. a/jgk -5- Project No. 8851091J-SI01 ^'I'ooclward-Clyde Consultants The grading operations to create the existing flat pad, to our knowledge, did not require blasting to achieve grade. Cemented zones were encounter in our investigation with small equipment in confined areas. It is anticipated, however, that all of the recommended undercut materials within the proposed excavation depths can be excavated with heavy ripping using heavy duty excavation and grading equipment. Large pieces of concretions, over 2 feet in maximum dimension should be removed form the site, unless broken into pieces of less than 2 feet If it is decided to excavate the native soils and replace them as compacted fill, it is recommended that the formational materials be thoroughly broken into soils, not chunks, moisturized, and mixed prior to replacing. The recommended moisture for compaction is 3 to 5 percent over the optimum for the soil mixture. We recommend that this soil mixture have a maximum UBC expansion index of less than 50, should the onsite mixture exceed this value importing of select soils may be required. We recommend that the soils within 3 feet of final rough grade be select soils which have an expansion index value of 30 or less when tested in accordance with UBC Standard 29-2. More expansive soils may be placed in the deeper undercut. We recommend'that the entire site be cleared of all vegetation and any other debris or mbble. Any unsuitable material generated should be disposed of offsite prior to initiation of the undercutting operation. Drainage We recommend that positive measures be taken to properly finish grade the pad so theat drainage waters form the pads directed off the pad and away form foundations, floor slabs, and slope tops. Even when these measures have been taken, experience has shown that a shallow ground water or surface water condition can and may develop in areas where no such water condition existed prior to site development; this is particularly tme where a substantial increase in surface water infiltration results from landscape irrigation. a/jgk -6- Project No. 8851091J-Sioi Vlfoodward-Clyde Consultants To further reduce the possibility of moisture related problems, we recommend that all landscaping and irrigation be kept as far away form the building perimeter as possible. Irrigation water, especially close to the building, should be kept to the minimum required level. We recommend that the ground surface in all areas be graded to slope away form the building foundations and floor slabs and that all runoff water be directed to proper drainage areas and not be allowed to pond. A minimum ground slope of 2 percent is recommended. We reconunend that planter areas placed adjacent the stmcture be provided with a positive drainage system to remove any excess irrigation water. UNCERTAINTY AND LIMITATIONS We have observed only a very small portion of the pertinent soil and groundwater conditions. The recommendations made herein are based on the assumption theat soil conditions do not deviate appreciably from those found during our field investigations. We recommend that Woodward-Clyde Consultants review the foundation and grading plans to verify that the intent of the recommendations presented herein has been properly interpreted and incorporated into the contract documents. We further recommend that Woodward-Clyde Consultants observe the site grading, subgrade preparation under paved areas, and foundation excavations to verify that site conditions are as anticipated or to provide revised recommendations if necessary. If the plans for site development are changed, or if vmiations of geotechnical conditions are encountered during constmction, we should be consulted for further recommendations. This report is intended for design purposed only and may not be sufficient to prepare an accurate bid. Califomia, including Carlsbad, is an area of high seismic risk. It is generally considered economically unfeasible to build a totally earthquake-resistant project; it is, therefore, possible that a large or nearby earthquake could cause damage at the site. Geotechnical engineering and the geologic sciences are characterized by uncertainty. Professional judgements presented herein are based partiy on our understanding of the proposed constmction, and partly on our general experience. Our engineering work and a/jgk -7- Project No. 8851091J-SI01 Woodward-Clyde Consultants judgements rendered meet current professional standards; we do not guarantee the performance of the project in any respect Inspection services allow the testing of only a small percentage of the fill placed at the site, contractual arrangements with the grading contractor should contain the provision theat he is responsible for excavating, placing, and compacting fill in accordance with project specifications. Inspection by the geotechnical engineer during grading should not relieve the grading contractor of his primary responsibility to perform all work in accordance with the specifications. This firm does not practice or consult in the field of safety engineering. We do not direct the contractor's operations, and we can not be responsible for the safety of personnel other than our own on the site; the safety of others is the responsibility of the contractor. The contractor should notify the owner if he considers any of the recommended actions presented herein to be unsafe. a/jgk -8- NOT TO SCALE LEGEND: Indicates approximate location ^ of test pit. Indicates approximate limits of exi St i ng fill. SITE PLAN LOT 36 - CARLSBAD OAKS EAST • DRAWN BY: cb 1 CHECKED BY: 1 PROJECT NO: 8851 091J-S 101 1 DATE: 7-22-88 1 FIGURE NO: 1 WOODWARD-CLYDE CONSULTANTS Project No. 8851091J-SI01 Woodward-Clyde Consultants APPENDIX A FIELD INVESTIGATION Eight exploratory test pits were advanced at the approximate locations shown on the Site Plan (Figure 1). The excavations were made on April 4, 1988, under the direction of a geologist from our firm, using a Case 580E backhoe. Bag and sack samples of the subsurface materials were obtained from the excavated material in the test pits. The locations and elevations of all test pits are approximate. The location of each and the elevation of the ground surface at each location were estimated by use of the Site Plan prepared by Krommenhoek/McKeown & Associates, A.LA, dated January 11, 1988. a/jgk A-1 Proiect: LOT 36 - CARLSBAD OAKS EAST KEY TO LOGS Date Drilled: Water Depth: Measured: Type of Excavation: Type of Drill Rig: Depth, ft Samples Blows/ft Material Description Moisture Content, Dry Density, pcf Other Tests* Surface Elevation: 0 _ / 0 _ L Obtained by collecting the auger cuttings in a plastic bag. 5- Rll Sand - ^ Clay 10-Silt Silt.Sand 1 \ A , > P : \ A , > A \ A \ Sand/Clay - 15- 20- GS - Grain Size Distribution Analysis PI - Plasticity Index LC - Laboratory Compaction Test 25- 30 • - Project No: 8851091J-SI0 1 Woodward-Clyde Consultants ^ Figure: A-1 Project: LOT 36 - CARLSBAD OAKS EAST Log of Test Pit No: 1 Date Drilled: 4-4-88 Type of Excavation: Backhoe pit * see Key to Logs, Fig. A-1 Water Depth: -- Type of Drill Rig: Case 580 Measured: -- o o CO _« Q. E CO CO u o to Material Description .2 •£ 5^ o o 2 O a » Si Surface Elevation: Approximately 431'MSL 10- 15- 20- 25- 30, 1-1 1-2 1-3 Moist, light gray, clayey fine siRy sand with olive siltstone fragments RLL Moist, brown, clayey sand FILL Moist, light brown, silty sand and sandy clay FILL Dense, moist, olive brown, sandy silt (ML) DELMAR FORMATION Very dense, moist, light brown, silty sand (SM) DELMAR FORMATION Bottom of Pit at 7 feet GS.PI, LC Project No: 8851091J-SI01 Woodward-Clyde Consultants Figure: A-2 Project: LOT 36 - CARLSBAD OAKS EAST Log of Test Pit No: 2 Date Drilled: 4-4-88 Type of Excavation: Backhoe pit * see Key to Logs, Fig. A-1 Water Depth: -- Type of Drill Rig: Case 580 Measured: o a at _2 Q. E CO CO % o m Material Description <3> «2 •£ 3? O o £''co "o <D i2 6^ Surface Elevation: Approximately 431' MSL 5- 10- 15- 20- 25- 30. 2-1 1^ . \ \ A A Moist, light olive brown, silty sand and sandy slltFILL Moist, light reddish brown and olive brown, silty sand with sandy siltstone fragments FILL Moist, dark brown, clayey sand FILL Moist, light brown, silty sand FILL Moist, dark brown, clayey sand FILL Moist, light brown, silty sand FILL Very dense, moist, dark brown, sandy clay (CL) to clayey sand (SM) TOPSOIL Hard, moist, olive brown, siltstone and sandstone (ML-SM) DELMAR FORMATDN ^ Bottom of Pit at 16 feet Project No: 8851091 J-SIOI Woodward-Clyde Consultants Figure: A-3 Project: LOT 36 - CARLSBAD OAKS EAST Log of Test Pit No: 3 Date Drilled: 4-4-88 Type of Excavation: Backhoe pit * see Key to Logs, Fig. A-1 Water Depth: -- Type of Drill Rig: Case 580 Measured: -• CD O 0> 9 a. E CO CO o to Material Description at ^ CO •£ o o 2 O 01 CO •£ "> 5,2 3-2 3-1 Hard, dry to moist, olive, lean clay (CL) DELf\4AR FORMATION Hard, moist, olive brown, sandy siltstone (ML) with silty sandstone DELMAR FORMATION GS,PI 10- 15- 20- 25 30, Bottom of Pit at 5 feet Project No: 8851091J-SI01 Woodward-Clyde Consultants Figure: A-4 Project: LOT 36 - CARLSBAD OAKS EAST Log of Test Pit No: 4 Date Drilled: 4-4-88 Type of Excavation: Backhoe pit * see Key to Logs, Fig. A-1 Water Depth: -- Type of Drill Rig: Case 580 Measured: -- a CO 9 Q. E CO CO *: CO 9 o to Material Description 2 .2 c ^ o o S O 5 CO •B "> 6^ Surface Elevation: Approximately 429' MSL 0 4-1 4-2 Very dense, dry, reddish brown, silty sand (SM) DFI MAR FORMATION Hard, moist, olive, fat clay (CH) DELMAR FORMATDN Very dense, moist, interbedded olive brown, silty sandstone (SM) and sandy siltstone (ML) DELMAR FORMATION GS,PI 10 15- 20- 25- 30, Bottom of Pit at 5 feet Project No: 8851091J-SI01 Woodward-Clyde Consultants Figure: A-5 Project: LOT 36 - CARLSBAD OAKS EAST Log of Test Pit No: 5 Date Drilled: 4-4-88 Type of Excavation: Backhoe pit * see Key to Logs, Fig. A-1 Water Depth: -- Type of Drill Rig: Case 580 Measured: ID CO Si a. E CO CO CO CO Material Description 2 *s 2 CD -.22 c 5^ o o 2 U £* co o <B CO •B <" 6^ Surface Elevation: Approximately 427 MSL 5- 10 15- 20- 25- 30, Very dense, moist, light brown, silty sandstone (ML) cemented DELMAR FORMTAION Refusal at 1 foot Project No: 8851091 J-SIOI Woodward-Clyde Consultants Figure: A-6 Project: LOT 36 - CARLSBAD OAKS EAST Log of Test Pit No: 6 Date Drilled: 4-4-88 Type of Excavation: Backhoe pit * see Key to Logs, Fig. A-1 Water Depth: -- Type of Drill Rig: Case 580 Measured: -- Q-c: CD a CO .2 Q. E CO CO u o to Material Description 2 ^ B a> o o S O Q g a CD i2 '£ CO 6^ Surface Elevation: Approximately 429' MSL 6-1 6-2 Hard, moist, olive brown and olive gray siltstone (ML) with cementatbn DELMAR FORMATION Near Refusal at 2 foot 5- 10- 15- 20 25- 30, Project No: 8851091 J-SIOI Woodward-Clyde Consultants Figure: A-7 Project: LOT 36 - CARLSBAD OAKS EAST Log of Test Pit No: 7 Date Drilled: 4-4-88 Type of Excavation: Backhoe pit * see Key to Logs, Fig. A-1 Water Depth: -- Type of Drill Rig: Case 580 Measured: <B CO _2 Q. E CO CO CO o to Material Description CD ^S 2 <D -.2 c 5^ O o 2 o 2^'co "o Q g m CO •B <" Surface Elevation: Approximately 430' MSL 5- 10- 15- 20- 25- 30, 7-1 7-2 •5 Dry, light gray brown.^silty sand Dense, moist, dark brown, silty to clayey fine sand (SM) DELMAR FORMATION Very dense, moist, reddish brown, fine sand (SM) DELMAR FORMATION 7 Bottom of Pit at 2 feet GS Project No: 8851091J-SI01 Woodward-Clyde Consultants Figure: A-8 Project: LOT 36 - CARLSBAD OAKS EAST Log of Test Pit No: 8 Date Drilled: 4-4-88 Type of Excavation: Backhoe pit * see Key to Logs, Fig. A-1 Water Depth: -- Type of Drill Rig: Case 580 Measured: q) o CO _2 a. E CO CO CO O m Material Description 2 2 CD . .2 c 5^ o o 2 O t^'co "o ago. S CO B « 5^ Z 7 Surface Elevation: Approximately 429' MSL i 8-1 8-2 Hard, moist, light brown, fine sandy lean clay (CL) DELMAR FORMATDN GS.PI LC 5- 10- 15- 20- 25- 30, Bottom of Pit at 2 feet Project No: 8851091J-SI01 Woodward-Clyde Consultants Figure: A-9 Project No. 8851091J-SI01 Woodward-Clyde Consultants APPENDIX B LABORATORY TESTS The materials observed in the test pits were visually classified and evaluated with respect to strength, swelling, and compressibility characteristics; dry density; and moisture content. The classifications were substantiated by performing grain size analyses and evaluating plasticity characteristics of samples of the soils. Fill suitability tests, including compaction tests, expansibility tests, and grain size analyses, were performed on samples of the probable fill soils. The strength of the soils was evaluated by composition of grain size distribution and plasticity characteristics as well as excavation characteristics of those materials in the test pits, by considering the density and moisture content of the samples and the penetration resistance of the sampler. Swelling characteristics were estimated by performing UBC Expansion Index tests on recompacted samples. The grain size distribution curves are shown in Figures B-1 and B-2. The results of the suitability test are presented on Figure B-3. a/jgk B-1 UNIFIED SOIL CLASSIFICATION COBBLES GRAVEL SAND SILT OR CLAY COBBLES COARSE 1 RNE CQUSlI MEDIUM 1 raC SILT OR CLAY VJL msTB 8BE IH IMCHBS UJi. SrAMIMBD SBVE Mo. HYUmiRBR 100 S/4 3/a 4 10 20 40 80 140 200 fLi g U O K GRAIN SIZE IN IGLLQIETER SYMBOL BORING O t-1 • 3-2 A 4-2 0 7-2 34 45 55 DESCRIPTICW A 18 CLAYEY FINE SAND (SC) 27 LEAN CLAY VWTH fWE SAND (Cl) 33 FAT CLAY (CH> SLTY nNE SAND (SM) Remark : 8851091J SIOl LOT 36 CARI^BAD OAKS EAST Woodward Clyde Conaultants San Diego, CA GRAIN SIZE DISTRIBUTION ngure No. B-I UNIFIED SOIL ClASSIFICATION COBBLES GRAVEL SAND S/Lr (M? CLAY COBBLES COARSE 1 RNE CQMBlj MEDIUM | RNE S/Lr (M? CLAY VA SBfl SB !E n ncHss u.a. arANDi» smem Ro. HYDBOMRn 3 3/4 3/8 4 10 80 40 60 140 200 CI Ui • • 20 40 60 H 80 100 GRAIN SIZE IN MIILIMEnXR SYMBOL BORING DESCRIPTION O 8-1 37 19 FINE SANOY LEAN CLAY (CL) Remark : 88S109U SIOl LOT 36 CARLSBAD OAKS EAST Woodward Clyde Conaultants San Diego, CA GRAIN SIZE DISTRIBUTION Figure No. B-2 PLASTICITY CHARACTERISTICS 1-1 8-1 Liquid Limit, % 34 37 Plasticity Index, % 18 19 Classification by Unified Soil Classification System SC CL 150 ZERO AIR VOIDS CURVES -2.80 SG 2.70 SG 2.60 SG 2.50 SG COBBLES GRAVEL SAND SILT * CLAY COBBLES c 1 f c| m 1 f SILT * CLAY 1000 100 10 1.0 0.1 0.01 0.001 GRAIN SIZE, mm MECHANICAL ANALYSIS DIRECT SHEAR TEST DATA Dry Density, pcf Initial Water Content, % Final Water Content, % Apparent Cohesion, psf Apparent Friction Angle, degrees UBC EXPANSION INDEX 1-1 8-1 Initial Dry Density, pcf 113 102 Initial Water Content, % 9 13 Final Dry Density, pcf 107 91 Final Water Content, % 20 29 Load, psf 144 144 UBC Expansion Index 56 115 SAMPLE LOCATION 10 20 30 LABORATORY COMPACTION TEST 40 LABORATORY COMPACTION TEST METHOD: A.qTM-n 1557-78 A FILL SUITABILITY TESTS LOT 36 - CARLSBAD OAKS EAST DRAWN BY: cb 1 CHECKED BY: 1 PROJECT NO: 8851091J-SI011 OATE: 7-22-88 1 FIGURE NO: B-3 WOODWARD-CLYDE CONSULTANTS Project No. 8851091J-SI01 Woodward-Clyde Consultants APPENDIX C GUIDE SPECMCATIONS FOR EARTHWORK L-36 CARLSBAD OAKS NORTH NOTE: These specifications are provided as a guide for preparation of the final grading specifications for the project, which with the plans constitute the project documents. These guide specifications are not intendedfor use as final grading specifications. 1. GENERAL 1.1 The work of the Contractor covered by these specifications consists of furnishing labor and equipment and performing all operations necessary to remove deleterious and undesirable materials from areas of grading, to properly prepare areas to receive fill, and to excavate and fill to the lines and grades shown on the plans or as directed in writing by the Owner. 1.2 The Contractor shall perform the work in strict accordance with these specifications and the Contractor shall be responsible for the quality of the finished product notwithstanding the fact that die earthwork may be observed and tests made by a Geotechnical Engineer. Deviations from these specifications will be permitted only upon written authorization from the Owner. 1.3 The data contained in the geotechnical report and in any following addenda indicating subsurface conditions are not intended as representations or warranties of the accuracy or continuity of subsurface conditions between soils borings. It shall be expressly understood that the interpretations or conclusions drawn from such data are the responsibiUty of the Contractor. 2. DEFINITIONS 2.1 Contractor shall mean the contractor performing the earthwork. 2.2 Owner shall mean the owner of the property or the party on whose behalf the earthwork is being performed and who has contracted with the Contractor to have the earthwork performed. 2.3 (Civil Engineer") (Architect) shall mean the (engineer) (architect) who has prepared the grading plans and who is the Owner's representative concerning the configuration, quantities and dimensions of the earthwork and who usually sets basic surveying data at the site for the Contractor's conformance. 2.4 Geotechnical Engineer shall mean a licensed civil engineer authorized to use the title "Geotechnical Engineer" in accordance with Section 6736.1, Chapter 7, Division 3, State of California Business and Professions Code. The a/jgk C-1 Project No. 8851091J-SIOl Woodward-Clyde Consultants Geotechnical Engineer shall be responsible for having representatives on site to observe and test the Contractor's work for conformance with these specifications. 2.5 Green Book shall mean the most recent edition of the Standard Specifications for Public Works Construction, prepared by the Joint Cooperative Committee of the Southern Califomia Chapter, American Public Works Association, and Southern Califomia Districts, Associated Contractors of California. 2.6 Standard Special Provisions shall mean the most recent edition of the Standard Special Provisions, prepared by County of San Diego, Department of Public Works. 3. OBSERVING AND TESTING 3.1 The Geotechnical Engineer shall be the Owner's representative to observe and make tests during the foundation preparation, filling, and compacting operations. 3.2 The Geotechnical Engineer shall make field density tests in the compacted fill to provide a basis for expressing an opinion as to whether the fill material has been compacted to at least the minimum relative compaction specified. The basis for this opinion shall be that no tests in compacted or recompacted areas indicate a relative compaction of less than that specified. Density tests shall be made in the compacted material below any disturbed surface. When these tests indicate that the density of any layer of fill, or portion thereof, is below the specified density, the particular layer or area representative by the test shall be reworked until the specified density has been achieved. 3.3 Testing shall conform to the following standards as pertinent: • ASTM D2922-81, "Density of Soil and Soil-Aggregate in place by Nuclear Methods (Shallow Depth)" • ASTM D3017-78, "Moisture Content of Soil and Soil-Aggregate in place by Nuclear Methods (Shallow Depth)" • ASTM D1556-82, "Density of Soil in place by the Sand-Cone Method" • ASTM D1557-78, "Moisture-Density Relations of Soils and Soil-Aggregate Mixtures Using a 10-lb. (4.54 kg) Rammer and 18-in. (457-mm) Drop," Methods A, B, and C. • AASHTO T 224-86, "Correction for Coarse Particles in the Soil Compaction Test" a/jgk C-2 Project No. 8851091J-SI01 Woodward-Clyde Consultants 4. CLEARING AND PREPARING AREAS TO BE FILLED 4.1 Clearing and grubbing shall be in accordance with Section 300-1 of the Green Book and, in addition, all trees, brush, grass, and other objectionable material shall be collected from areas to receive fill and disposed of off-site prior to commencement of any earth moving so as to leave the areas that have been cleared with a neat and finished appearance free from debris. 4.2 All loose or porous soils shall be removed or compacted as specified for fill. The depth of removal and recompaction shall be approved in the field by the Geotechnical Engineer. Prior to placing fill, the surface to be filled shall be free from uneven features that would tend to prevent uniform compaction by the equipment to be used. It shall then be plowed or scarified to a depth as required and in no case less than a minimum depth of 6 inches. 4.3 Where the exposed slope is steeper than 6 horizontal to 1 vertical, or where specified by the Geotechnical Engineer, the slope of the original ground on which the fill is to be placed shall be stepped or keyed by the Contractor as shown on the figure below. The steps shall extend completely into the underlying formational materials or, where formational material is not present, into previously compacted fill. Original ground New Fill Slope to be such that sloughing or sliding does not occur Remove all / \s loose or porous ^_ B soils See Note A See Nc NOTES: The outside edge of bottom key "A" shall be not less than 2 feet in depth into formational soil or no less tiian 5 feet into previously compacted fill. The minimum width of benches "B" shall be at least 1-1/2 times the width of the compaction equipment, and not less than 10 feet a/jgk C-3 Project No. 8851091J-SI01 Woodward-Clyde Consultants 4.4 After the foundation for the fill has been cleared, plowed or scarified, it shall be disked or bladed by the Contractor until it is uniform and free from large clods, brought to the specified moisture content and compacted as specified for fill. 5. SUBGRADE PREPARATION IN PAVEMENT AREAS 5.1 Subgrade preparation shall be in accordance with Section 301-1 of the Green Book, except that relative compaction of subgrade shall be in accordance with Section 12 of these specifications. Scarification and recompaction requirements may be waived by the Geotechnical Engineer in subgrade areas with naturally cemented foniiational soils. 5.2 All areas to be paved shall be proofrolled in accordance with Section 301-1.3 of the Standard Special Provisions. 6. MATERIALS-GENERALFILL 6.1 Materials for compacted fill shall contain no rocks or hard lumps greater than 24 inches in maximum dimension and shall contain at least 40% of material smaller than 1/4 inch in size. Material of a perishable, spongy, or otherwise improper nature shall not be used in fills. 6.2 Select soil, to be used at finish grade to the depths and at the locations specified on the grading plans, shall consist of material that contains no rocks or hard lumps greater than 6 inches in maximum dimension and that has an Expansion Index of 30 or less when tested in accordance with UBC Standard 29-2. 6.3 Samples of materials to be used for fill shall be tested in the laboratory by the Geotechnical Engineer in order to evaluate the maximum density, optimum moisture content, classification of the soil, and expansion index, as required. 6.4 During earthwork operations, soil types other than those analyzed in the report of the geotechnical investigation may be encountered by the Contractor. The Geotechnical Engineer shall be consulted to determine the suitability of these soils. 7. MATERL\LS-PAVEMENT SUBGRADE 7.1 Pavement subgrade shall be defined as the top 12 inches of soil, excluding aggregate base, in areas to be paved with asphalt concrete or Portland cement concrete. 7.2 Materials for pavement subgrade shall contain no rocks or hard lumps greater than 6 inches in maximum dimension, shall contain at least 40 percent of material smaller than 1/4 inch in size, and shall have an Expansion Index of 30 or less when tested in accordance with UBC Standard 29-2. Material of a perishable, spongy or otherwise improper nature shall not be used in fills. a/jgk C-4 Project No. 8851091J-SIOl Woodward-Clyde Consultants 8. MATERIALS-TRENCHBACKFILL 8.1 Trench backfill materials above pipe bedding shall be in accordance with Section 306-1.3 of the Green Book. 8.2 As an alternative, cement slurry may be used to backfill trenches. The slurry shall have a minimum cement content of two sacks per cubic yard within the building limits and zone of infiuence of foundations and other setflement- sensitive structures. A minimum one sack per cubic yard slurry shall be used elsewhere. 9. MATERIALS-WALLBACKFILL 9.1 Wall backfill materials shall be in accordance with Section 300-3.5 of the Green Book. 10. COMPACnON EQUIPMENT 10.1 Compaction shall be accomplished by sheepsfoot rollers, vibratory rollers, multiple-wheel pneumatic-tired rollers, or other types of compaction equipment made specifically for the purpose of compacting soils. Equipment shall be of such a design that it will be capable of compacting the fill to the specified density at the specified moisture content. 11. PLACING, SPREADING, AND COMPACTING GENERAL HLL MATERIAL 11.1 After each layer has been placed, mixed, and spread evenly, it shall be thoroughly compacted by the Contractor to a relative compaction that is indicated by test to be not less than 90 percent. Relative compaction is defined as the ratio (expressed in percent) of the in-place dry density of the compacted fill divided by the maximum laboratory dry density evaluated in accordance with the ASTM D1557-78. Unless otherwise specified, fill material shall be compacted by the Contractor while at a moisture content at or above the optimum moisture content determined in accordance with the above test method. 11.2 The fill material shall be placed by the Contractor in layers that when compacted, shall not exceed 6 inches. Each layer shall be spread evenly and shall be thoroughly mixed during the spreading to obtain uniformity of moisture and material in each layer. The entire fill shall be constracted as a unit in nearly level lifts starting up from the lowest area to receive fill. Compaction shall be continuous over tiie entire area, and the equipment shall make sufficient uniform trips so that the desired density has been obtained throughout the entire fill. Rock materials greater than 6 inches in maximum dimension shall be distributed in such a manner that they are completely surtounded by compacted fines; nesting of rocks shall not be permitted 11.3 When the moisture content of the fill material is below that specified by the Geotechnical Engineer, water shall be added by the Contractor until the moisture content is as specified. a/jgk C-5 Project No. 8851091J-SI01 Woodward-Clyde Consultants 11.4 When the moisture content of the fill material is above that specified by the Geotechnical Engineer or too wet to achieve proper compaction, the fill material shall be aerated by the Contractor by blading, mixing, or otiher satisfactory methods until the moisture content is as required to permit compaction. 11.5 Properly compacted fill shall extend to the design surfaces of fill slopes. The surface of fill slopes shall be compacted in accordance with Section 11.1 of these specifications. 12. PLACING, SPREADING, AND COMPACTING PAVEMENT SUBGRADE 12.1 Subgrade materials shall be placed, spread, and compacted in accordance with Section 11 of these specifications, except that the top 6 inches of subgrade material shall be compacted to a relative compaction that is indicated by test to be not less than 95 percent. 13. PLACING AND COMPACTING TRENCH BACKHLL 13.1 Backfilling and compacting shall be in accordance with Section 306-1.3 of the Green Book, except that jetting or flooding shall not be allowed and that all backfill shall be compacted to a relative compaction that is indicated by test to be not less than 90 percent. 13.2 All trenches 5 feet or more in depth shall be sloped or shored in accordance with OSHA safety requirements. Trenches less than 5 feet in depth shall also be so guarded when examination indicates hazardous ground movement may be expected. 13.3 No compaction testing shall be required for portions of trenches backfilled with cement slurry. 14. PLACING AND COMPACTING WALL BACKFILL 14.1 Backfilling and compacting shall be in accordance with Section 300-3.5 of the Green Book, except that jetting or flooding shall not be allowed. 14.2 The Contractor shall be responsible for using equipment capable of compacting the backfill to the specified relative compaction witiiout damaging adjacent walls or other existing improvements. a/jgk C-6 Project No. 8851091J-SI01 Woodward-Clyde Consultants 15. PROTECTION OF WORK 15.1 During construction, the Contractor shall properly grade all excavated surfaces to provide positive drainage and prevent ponding of water. When earthwork operations are interrupted, the Contractor shall reestablish specified compaction to the depth necessary before placing new fill. The Contractor shall control surface water to avoid damage to adjoining properties or to finished work on the site. The Contractor shall take remedial measures to prevent erosion of freshly graded areas and until such time as permanent drainage and erosion control features have been installed. 15.2 After completion of the earthwork and when the Geotechnical Engineer has finished observation of the work, no further excavation or filling shdl be done except under the observation of the Geotechnical Engineer. a/jgk C-7 CERTIFICATION OF COMPLIANCE CITY OF CARLSBAD Plan Check No. / / DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS' CARLSBAD, CA 92009 (619) 438-1161 This form shall be used to determine the amount of school fees for a project and to verify that the project applicant has complied with the school fee requirements. No building permits for the projects shall be issued until the certification is signed by the appropriate school district and returned to the City of Carlsbad Building Department, SCHOOL DISTRICT: Carlsbad Unified San Marcos Unified 6350 Yarrow Drive Ste. A 270 West San Marcos Blvd. Carlsbad, CA 92009 (438-5710) San Marcos, CA 92069 (744-4776) Encinitas Union Elementary San Dieguito Union High School 189 Union Street 625 North Vulcan Encinitas, CA 92024 (944-4306) Encinitas, CA 92024 (753-6491) Project Applicant: 1 ^ € / {)\J^ ^^^^"7^ APN: ? - OS-3. - 05 Project Address: ^Sl^ P^ A^f-P'. J(7^ ^^^'^ RESIDENTIAL: SQ. FT. of living area Number of dwelling units SQ. FT. of covered area SQ. FT. of garage area COMMERCIAL/ INDUSTRIAL: SQ. FT. AREA -^^^ J^D& Prepared By ^-V^^^ C^_%t-.-t^i^~rT^ Date FEE CERTIFICATION (To be completed by the School District) Applicant has complied with fee requirement under Government Code 53080 Project is subject to an existing fee agreement Project is exempt from Government Code 53080 Final Map approval and construction started before September 1, 1986. (other school fees paid) Other Residential Fee Levied: $ based on sq. ft.l? Com.m/Indust Fee Levied: $ iO^^OS -1 T based on <j^3_^J_o3__ sq. ft.@ ^ . ^ $ Sc\ool/ District Official Title Date AB 2926 and SB 201 fees are capped at $1.50 per square foot for residential, AB 2926 is capped at S.25 oer souare foot for coTnTnercial/indu'' 2075 LAS PALMAS DRIVE CARLSBAD, CALlFORNIA.92009-4859 Office of tfie City Engineer TELEPHONE (619)438-1161 mu of (tntisbnh DATE: J/Q^^OAfaV v^T/^fj'? Ernie Ferrer COUNTY OF SAN DIEGO Department of Public Works Building 1 Operations Center 5555 Overland Avenue San Diego, CA 92123 INDUSTRIAL WASTE PERMIT APPLICATION NO. 6B9 Enclosed is a copy of the application for an Industrial Waste Discharge Permit from the subject applicant. Your review and recommendations on this application will be appreciated prior to the issuance of a waste disposal permit. :OYD B. HUBBS City Engineer LBH:SEE:rp Enclosure: Application No. :^d9 c: Building department Fred Rowlen, Encinas Plant Arnie Wing, Department of Health Services COMMERCIAL/INDUSTRIAL APPLICATION FORM FOR INDUSTRIAL WASTE DISCHARGE PERMIT CITY OF CARLSBAD APPLICATION: NEW xx (CHECK ONE) REVISED BUILDING P.C. NO.: 88-1001 APPLICATION NO.: 5g9 INDUSTRIAL CLASS: DATE: •11 I'J «0 AL '/^70? ignature of City Representative APPLICATION FOR INDUSTRIAL WASTE DISCHARGE PERMIT A. GENERAL: APPLICANT: CARLSBAD OAKS EAST, LTD. TYPE OF BUSINESS: LIGHT MANUFACTURING/WAREHOUSE SITE ADDRESS: 2875 LOKER AVE. EAST APPLICANT'S ADDRESS: 3575 KENYON ST.,-SAN DIEGO, CA. 92110 B. WASTES AND PROCESSING: (Check where applicable) 1^1 Domestic Waste Only |~| Industrial Waste |~| Industrial Waste NOT Discharged to Sewer Discharged to Sewer GENERAL DESCRIPTION OF WASTE (Chemical and Physical Characteristics of proposed waste); GENERAL DESCRIPTION OF PROCESS (If Applicable): N/A C. WASTES TO BE DISCHARGED TO SEWER: SHELL BLDG. ,43,303 S.F. WASTE: TREATED: (Check One) UNTREATFnT QUANTITY: AVERAGE (Daily) MAXIMUM GPD GPD (Gallona Per Day) X V ^^S IGNATURE :/"y- ^® , APPLICANT OR REPRESENTATIVE OF FIRM: TITLE: Paul K. (Print) DATE: November 18, 1988