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HomeMy WebLinkAbout2440 IMPALA DR; ; CB931231; Permit4* - .- .. . 4 . -• • .-• . - - -. .- • _t - • (, .1 - 137 J, B U IL D I N G PER M IT Permit No:CB931231 12-/10/93 08:14 Project No:..A9301749 Page 1 of 1 .; Development No: ' Job Address: 2440 IMPALA DR Suit . Permit Type: INDUSTRIAL TENANT IMPROVEMENT 5031.12110/9 0001 01, Parcel No: 209-04119-00 I Lot#:. CPRMT 78900 I Valuation 32,000 - -. Constrüctidn Tyé:' VN Occupahcy Group: B2 -.Refernce#: Status: ISSUED Description: R/R EXT TILT UP WALLS/OFFICES Applied: 11/12/93 - - . Apr/Issiie 12/10/93 Entered By DC Appl/Ownr .: JV CONSTRUCTION, 619 W 276-0633 4 4116 KANE STBET - - SAN DIEGO, CA 921A0 *** Fees Required & Credits - Fees: (2400O > ltJ(( \ . I Adjustents: . .. (\. . 00 IZ.T Credits: . .00 m 01 Total Fees: . 92490 -.Total 135.00,' Bala~cpt$te: 789.00 -------------------- ,Building Permit — 298, 0,0 Plan 'Che6k ,94.00 Strong Motion .-Fee t 7.00 Y''. BUILDING TOTAL. 880.00 *-ELECTRICAL TOTAL 1952 • / 20,.00 . Enter 'Y' for, Mechanialss).F e 15r.00-Y InstaflFurzi/Ducts/Heat. Pp,s > 9.00 9.04ô *MECHANICAL.-TOTAL U 0 24.00L -' •. - • - - . - ... - - * .. — - • . - - - * - - - - fl • r - e • - - - • . •.. . .-: ;-- - •-• - . . 4PLAON P City of Carlsbad Building Department 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 S I. PERMf TYPE A - D Commercial U New Building U Tenant Improvement B - idustrial D New Building 0 Tenant Improvement C - 0 Residential 0 Apartment 0 Condo 0 Single Family Dwelling ddition/AIteration Duplex 0 Demolition 0 Relocation 0 Mobile Home 0 electrical 0 Plumbing Mechanical 0 Pool 0 Spa 0 Retaining Wall 0 Solar 0 Other__________ 2. PROJECT PLAN CHECK NO. 1- EST. VAL ?o, PLAN CK DEPOSIT_______________ VALID. BY DATE 4705 11/12/93 0001 01 02 C-PRAT 135 00 FOR OFFICE USE ONLY Nearest Cross Street CITY STATE ZIP CODE DAY NAME ADDRESS CITY STATE I2 ZIP CODE DAY TELEPHONE -7;:; .J),7 U. J..Jfl Imt.. 1•.Jfl NAMEJV 5j7 )4J ADDRESS 4hZ' )440k CITY t- CITY STAT ZIP CODE 0. DAY TELEPHONE STATE UC. # 101 OWL LICENSE CLASS CITY BUSINESS LIC. # DESIGNER NAME ADDRESS STATE ZIP CODE DAY TELEPHONE STATE UC. # ivurKers' compensation ueciaraiion: I nereny awrm tnat i nave a certilicate of consent to self-insure issued by the Director ot industrial Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. Q. INSURANCE COMPANYGLoTP. J4 c'l—1 POLICY NO EXPIRATION DATE Ii - so as to become subject to the Workers' Compensation Laws of California. SIGNATURE DATE 8. OWNER-BUILDER DECLARA11ON Owner-Builder Declaration: I hereby attirm that I am exempt from the Contractor's License Law [or the following reason: I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale.). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). 1 am exempt under Section Business and Professions Code for this reason: (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]). SIGNATURE' DATE COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? DYES 0 N Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? DYES ONO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? DYES ONO IF ANY OF THE ANSWERS ARE YES A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS TILE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF TILE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DIS'flucr. 9. WNSTIUJCHON LENDING AGENCY I hereby aUirm that there is a construction lending agency [or the pertormnance of the work [or which this permit is issued (Sec 3097(i) Civil Code). LENDER'S NAME LENDER'S ADDRESS I certiiy that I have read the application and state that the above inlormation is correct. 1 agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TI) SAVE INDEMNiFY AND KEEP HARMLESS THE CITY OF CARISBAI) AGAINST ALL IJAIlILIllES, JUDGMENTS, COST'S AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF TILE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5,0" deep and demolition or construction of structures over 3 stories in height. Expiration. Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 365 days from the date of such permit or if the building or work authorized by such permit is suspended or aband ned at any time after the work is commenced for a period of 180 days (Section 303(d) Uniform Bui ing e). DATE: !~~ - 1 7 F_______ - - CITY OF CARLSBAD. - - INSPECTION REQUEST PERMIT# CB931231 - - ...FOR 01/06/94 - INSPECTOR AREA PD DESCRIPTION: R/R EXT TILT UP WALLS/OFFICES - - - PLANCK# CB931231 - , - - - - OCCGRPB2-.- - 'TYPE: ITI -- - - - - .-' CONSTR..TYPEVN JOB ADDRESS: 2440 - IMPALA DR - - STE: LOT: APPLICANT: JV CONSTRUCTION - -. PHONE:619276-0633 - CONTRACTOR: -- PHONE: - - - OWNER: ' - PHONE: - REMARKS: MH/JEFF/276-0633 - INSPECT - - SPECIAL INSTRUCT: - - - - - - - -' TOTAI TIME: --RELATED PERMITS-- PERMIT# TYPE - STATUS - - - - - CB890618, SIGN. - EXPIRED - - -. - - - C0910173 COFO - - ISSUED - -- - - - - - CB931350 . ELEC ISSUED - - - - CB931388 - MECH - - ISSUED - - CD - LVL DESCRIPTION-' . - ACT COMMENTS 34 EL Rough Electric INSPECTION HISTORY DATE - DESCRIPTION' - - ACT INSP -, COMMENTS -- - -' - 122893 - Frame/Steel/Bolting/Welding - AP PD • - -' - . - ' - 122893 'Interior Lath/Drywall AP. PD - - 122793 Rough-Combo - PA -MP - SEE INSP-NOTES -. .121593 Frame/Steel/Bolting/Welding PA PD - 121593 Rough Electric - - - PA PD - - - - 121493 - Frame/Steel/Bolting/Welding PA PD 121493 Rough Electric - - PA PD -121393 Frame/Steel/Bolting/Welding CO PD ' NOT READY' - - • 102293 Frame/Steel/Bolting/Welding PA PD - • - -• 102293 Rough Electric - PA PD -- RECEIVED AN V0 IM - FINAL BUILDING INSPECTION '..DEPT: BUILDING ENGINEERING JIR' PLANNING U/N WATER -PLAN CHECK#: CB931231 S DATE: 01/07/94 PERNIT#: CB931231 S - PERMIT TYPE:' "ITI PROJECT NAME: R/R EXT TILT UP WALLS/OFFICES ADDRESS: öTIMPAL DR- CONTACT PERSON/PHONE#: MH/27670633 . SEWER DIT: CA WATER DIST: CA . •5 INSPECTD S-DATE. BY: C. INSPECTED: i//q/9Y APPROVED ' DISAPPROVED INSPECTED , DATE. ' '• - BY: - -' INSPECTED: S APPROVED DISAPPROVED S INSPECTED -' DATE BY: . INSPECT-ED: APPROVED - DISAPPROVED - COMMENTS: ) S S - •.S S S S Wyman Testing Laboratories 1-800-487-0355 COVERING WORK PERFORMED DREINFORCED CONCRETE GSTRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY DPRE.STRESSED CONCRETE DREINFORCED GYPSUM DGLUE.LAM.FABRICATION THE SPECIAL INSPECTOR OF DREINFORCED MASONRY DPILE DRIVING DOTHER JOG ADDRESS 2440 Impala Drive, Carlsbad c1 N3_237 FOR WEEK ENDING 12-24 93 OWNER OR PROJECT NAME Palomar Tech Center II BLDG. PERMIT NO. 93-1231 PLAN FILE NO. CONSTR. MATL ITVPE.GRADE.ETC.I Structural Steel Assembly/Field Welding ARCHITECT Ware & 'Malcornb DESIGN STRENGTH F'Y 36 KSI SOURCE OR MFGR. - Buffalo Metal Works ENGINEER Glenn Mouritzen & Associates DESCRIBE MATL. IMIX DESIGN. RE-BAR GRADE & MFGR.) Steel ASTM A36 ' ' GENERAL CONTRACTOR - Jay Vee Construction - Structural Tubing ASTM A500 Grade B CONTR. DOING REPORTED WORK Buffalo Metal Works AW-S Electrode E7018 . LAB 'Wyman Testing,Laboratory WELDING INSPECTION 12-22 Visually inspected the v-groove (3 sides) welding of TS 4" x 4" x 1/4" column to "TS 4" x .411 x 1/4" column splice connections in the 5föIIbing lbc'ations:......Second"fioor" level at'8".....bove-'fin-is'h....floor on- line A at 3.2 and 2.75. . . Visually Inspected' the 1/4" fillet (all' around) welding of .1" x 3 1/2 x 1" splice plate to TS .411 x 4"-x 1/4" column (on 2 sides centered 'on column splice) connection in the following locations: ,Second floor level on line A at 3.2 and 2.75. NOTE: The engineer, , per ' phone conversation, gave the superintendent verbal approval to off-set the splice plate approximately 1/2" away from existing wall, to ,allow enough room to fillet weld all around. Approval documentation from the 'engineer to follow. Also fillet welded 3 1/2 Il x 3 1/2" x 3/8" x 4" angle iron bolt clip to TS 4" x 4" x1/21' column' approximately 4" above splice plate connection on line A 'at 3.2 and 2.75. Certified welders were observed for proper welding procedures and techniques. Completed welds were, inspected for size, length, location, and unless otherwise noted, are free of visible defects,and in accordance with the approved plans and AWS D1.1. This report concludes the welding inspection for this project. -• ---• •..• -.:.. ,.. 73, - - - Z L D. / - - CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS SIGNATURE OF RE/5TERED INSPECTOR WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS.& /Z-2.2--- ? - APPLICABLE SECTIONS.' ' DATE OF REPORT REGISTEk NUMBER 4. Wyman Testing Laboratories: 1-800-487-0355 COVERING WORK PERFORMED DREINFORCED CONCRETE GSTRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY DPRE.STRESSED CONCRETE D REINFORCED .GYPSUM DGLUE-LAM.FABRICATION THE SPECIAL INSPECTOR OF DREINFORCED MASONRY DPILE DRIVING DOTHER JOB ADDRESS 2440 Impala Drive, Carlsbad No93_237 FOR WEEK ENDING 12-24 93 OWNER OR PROJECT NAME S Palomar Tech Center II BLDG. PERMIT NO. - 93-1231 'PLAN FILE NO. CONSTR. MATL (TYPED RADE.ETC.) Structural Steel Assembly/Field Welding ARCHITECT Ware & Malcomb DESIGN STRENGTH F'Y 36 KSI SOURCE OR MFGR. Buffalo Metal Works ENGINEER Glenn Mouritzen & Associates DESCRIBE MATL. IMIX DESIGN, RE-BAR GRADE & MFGR.I 'Steel ASTM A36 GENERAL CONTRACTOR Jay Vée Construction Structural Tubing ASTM A500 Grade .B CONTR. DOING REPORTED WORK Buffalo Metal Works AWS Electrode E"018 . LAB - Wyman Testing Laboratory WELDING INSPECTION 12-22 Visually inspected the v-groove (3 sides) welding of TS 411 X 4" X 1/411 column to TS 411 x 4" x 1/4" column splice connections in the following locations: Second floor level at .8" above, finish floor on line A at 3.2 and 2.75. Visually inspected the 1/4" fillet (all around) welding of 1" x 3 1/2.x 1" splice plate to TS. 4" x 411 x 1/411 column (on 2 sides centered on column splice) connection in the following locations: Second floor level on line A at 3.2 and 2.75. NOTE: The engineer, per phone conversation1 gave the superintendent, verbal approval to off-set the splice plate approximately 1/2 II away from existing. wall to allow enough room to fillet weld all around. Approval documentation from the engineer to follow. Also fillet welded 3 1/2" x 3 1/2" x'. 3/8" x 4" angle iron bolt clip to TS 4" •x .4" x1/2'1 column approximately 4" . above splice plate connection on line A at .3.2 and'2.75., Certified welders were observed for proper welding procedures and techniques.' . . Completed welds were inspected for size., length, location, 'and unless otherwise noted, are free of visible defects and in accordance with the approved plans and AWS.D1.1. - This report concludes the welding inspection for this project. , CERTIFICATION OF COMPLIANCE ' I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE- REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS AS AIG WNA T &UR E 0 F ~C;11_'rroFn INSPECTOR WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS,& /2 -271- ' MBER APPLICABLE SECTIONS. 5 DATE OF REPORT REGISTER ID A ET L DATE: S 3ISDICTIoNc is IC OF PLAN ChECK NO SET 9DESIGER PROJECT ADDRESS: PROJECT 1\J-E The plans transmitted .herewith have. been corrected where necessary and substantial-1.y co-riDly with the jurisdiction's building codes - The plans transmitted nerew1tt will substantially comply with tne jurisdiction's ..building codes when minor oeficie'- cies identified -are -resolved and checked by building department staff The plans transmitted herewith have significant deficiencies U identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. U The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck F- The applicant's copy of the -checklist. list is enclosed for the jurisdictioh to return to the applicant contact person. The applicant's copy of the check list has been sent to Esgil staff did not advise the applicant contact person that plan chck has been completed. fl Esgil staff did advise applicant that the plan check has been completed Person contacted Date dontacted Telephone REMARKS ? A v " 1:1 By Q\ &\e_ Enclosures ESGIL CORPORATION - EJGA 9CM 0PC - 'Date I atez Jurisdiction Ca I I — Prepared byt . o- Bldg. Dept. VALUATION__ AND PLAN_ CHECK FEE Q-Esg11 PLAN CHECK.NO._ fS -51 v . . . BUILDING ADDRESS 44b_rCô _' APPLICANT/CONTACT PHONE NO._ - BUILDING OCCUPANCY . . DESIGNER: PHONE_____________ -TYPE OF CONSTRUCTION -.s-2 CONTRACTOR PHONE - —BUILDIN G--ON BU-ILDINC -rREA VALUATION. VALUE MULTIPLIER \3 Air Conditioninz Commercial .; • • I @ • * — Residential • .. . ____________ Res. or Comm. sI - F1re Sprinklers • • • Total Value. • . . . . . . •, ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO. CA92123 (619)560.1468 1. . DATE: - AP ICANT iJR I SD I C TT : C (A. 'Cav0 [PLAN CHECKER JURISDICTION — OFILE COPY PLAN CHECK NO: CL5 - 13J SET: I Ds DDESIGER PROJECT ADDRESS: PROJECT NAME -j- The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith willS substabtially 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 informatransmitted Theplans, are being held at Esgil Corp. until corrected plans are submitted for recheck D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to 4 \C0 cT. (&. 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:________________________ Date contacted. Telephone V REMARKS: 71 11 9':m9 t( I .. . .# CD i oip-,.t .&r &&'s.) ?u-_s._ _ -r- ,')py (J-*,i- p,7Ji g n yiôPe)èv Cd.'77A ' By: Q\., Enclosures: ESGIL CORPORATION 0GA 0CM. DPC - Dates Jurisdiction (ytL - Prepared bys H Bldg. Dept, VALUATION AND PLAN. CHECK F EE' eEsgil PLAN CHECK NO. s BUILDING ADDRESS APPLICANT/CONTACT MM PHONE NO. _- BUILDING OCCUPANCY • DESIGNER PHONE. TYPE OF CONSTRUCTION -i CONTRACTOR PHONE __- WILDING FOfl-TON BUILDIHG AR.A I VALVATION ,.,VALUE • .1 - . . MULTIPLIER . • • L _87.iC/i;i fl4-3e SA - • I • . 93200 City. . of Carlsbad Fire Department. • Bureau of Prevention'.'8 Plan Review Requirements Category Building Plan Check Date of Report Thursday December 9 1993 Reviewed by @. óciQc&_- Contact Name Sean Tracy Address 6125 Cornerstone Ct #200 '. City, State San Diego CA 92121 : 'I dgrDept93123i1) Planning No. '.. Job Name ismecam '\ I Job Address 2440 impala Ste. or Bldg. No. • Approved The item you have submitted for review ha been approved. The approval is basédon plans; information and/or specifications provided in your submittal; therefore any changes-to these items after, this date, including field modifica- tions, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure ' to comply with instructions in this report can result in suspension of permit to construct or install improvements. - . . - ' - - - 0 Disapproved - Please see the attached report of deficiencies. Please make corrections to '• • plans or, specifications necessary-tóindicate compliance with applicable; 'codes And standards. Submit corrected plans and/or specifications to this, office for review. ,. 1 r - • ; S • • For Fire Department Use Only • - • ' Review 1st • 2nd. - 3rd__• • - • CFD Job# -• '93200 •- Fite •' - - ' Other Agency ID • 2560 Orion Way - • Carlsbad, California 92008 (619)931-2121 'S. S F • TILTUP WALL DESIGN • Job Name: I Palomar Tech , Propeilles Panel ID: 28,29,30 S _I_#4© _9.0 In oc As-- 0.267 In Loads Service U(D+L) U(D+E) . Ic: 3000 p81 . PI&I 0.0481, 0.067 0.050 Kips Fy: '60000 psi S P11:_0.080 0.136 0.000 Klps . .6rhob= 0.0128 5 P2 0.171 0.240 0.180 Kips rho= 0.0061 OK S P3 2.140 2.996 .2.247 Kips . TOW: 26.00 it . Ps - 2.439 3.439 2.477 Ks TOL: . 25.00 II Ps-P3/3 1.7262.4401.728lOps Hop: 12.00 It . Bop: .8.00f1 phI . 0.900 0.900 Bwall: . 17.00 it Pu/Fy . 0.057 0.041 In . I: 7.25 In Aseff 0.324 0.308 In d: 3.63 ' - a 0.635 0.604 In reveal: ' 0.75 In c 0.747 0.710 In - ecc: 7.40 In ' S Mn - 64.29 61.40 In-k Zone: .4 phrMn 57.86 55.26 In-k' .'• Z. 0.4 Icr 22.03 26.59 25.73 . E= 3122 ksl . dn 7.26 7.16 In fr= 274 psi S dfIna] 1.522 . 0.009 . 3.687 In . - . lg= 381.1 In4 S 55 ME 36.99 1 0.00 51.79.10-k Sg= 105.13 In3 Me 0.26 1.12 0.28 In-k Mcr= .28.79 In-k Md 2.63 0.02 . 6.37 In-k • dcr=.0.227In Mdes_.39.89 ___1.1458.44 hi-k N= 9.3 . * S DEFLECTION CRITERIA - Service Load alpha= 0.206 - d final Is hiss than H/1 50 = 2.000 - OK -, . beta 0.748 - -. - . STRENGTH CRITERIA - Factored Load kd= 0.768In -. D+L MdesphIMn - OK D + E Mdes>phrMn - NO GOOD VERTICAL SERVICE LOAD CRITERIA Pa = 2.439k < 0.04(fc)Ag =:10.440 k -'OK CRACKING MOMENT CRITERIA Mcr = 28.79k <phl(Mn)=55.26k -OK Analysis at Reveals Mc at Mldhelght= 58.16 In-k d= 2.88 In phrMn= 42.79 In-k . - Reveal IMu 17.00ff 50.44 In-k Mu>phrMn -Add Steel at Reveal - S 10.00 ft 55.73 In-k Mu>phl'Mn - Add Steel at Reveal S . 0.00 ft 0.00 In-k Mu<phIMn - OK 0.00 ft 0.00 In-k Mu<phrMn - OK 1ffT.5 . k/4u $/' ; - . ,. '.' .• S - - oil - - /Z x/(o 'ni • - - • ./4 4'de 7s zz - •. , ' . -• si9/f S. • S TILTUP WALL DESIGN Job Name: Palomar Tech Properties PaneliD:19 * 44 0 9.0 In oc As= 0.267 In2 Loads ___Service _-U(D+L) _U(D+E) fc:[ 3000 psi P1d:j 0.0461 0.067 0.050 Kips Fy:j 600001 psi P11: 0.080 0.136 0.000 Kips .6m0b= 0.0128 P2 c 0.381 Kips rho-- 0:0061 OK P3 2.900 _4.0603.045 lOps TOW: 17.00 It Ps 3.391 . 4.771 3.476 Kips TOL: 16.00 ft Ps-P313 _lOps Hop: . ' 6.00 ft Bop: 30.00 It phi 0.900 0.900 Bwali: - 40.00 ft Pu/Fy 0.080 0.058 in2 t: .7.25 in Aseff 0.346 0.325 in2 d: . 3.63 a 0.679 0.636 In reveal: 0.75 In C . 0.799 0.749 In ecc: 7.40 In Mn 68.24 64.40 in-k Zone: 4 - phrMn . 61.42 57.96 in-k . Z= 0.4 icr - 22.03 27.73 26.62 - E= 3122 ksl dn 3.03 2.98 in ' lr= . 274 Psi dfinal 0.301 0.004 0.976 in ig= 381.1 1n4 • ME 32.30 0.00 45.22 in-k Sg= 105.13 in2 Me . 0.26 . 1.12 0.28In-k Mcr= 28.79 -In-k - . Md • 0.73 0.01 2.40 in-k dcr=0.093In _Mdes.. _33.30 .1.13 47.90 in-k N= 9.3 - DEFLECTION CRITERIA - Service Load alha= 0.206 . • - d final Is less than H/iSO = 1.280 - OK' . beta= 0.748 STRENGTH CRITERIA - Factored Load kd= 0.768 In D + I Mdes<phrMn - OK .• . . V - D + E Mdes<phrMn - OK • VERTICAL SERVICE LOAD CRITERIA V - Ps 3.391 k<0.04(fc)Ag= 10.440k-OK ' CRACKING MOMENT CRITERIA - Mcr=28.79k<phi(Mn)=57.96k-OI(-. - Analysis at Reveals V Mc at Midhelght= 47.62 in-k d= 2.88 In phiMn= 44.82 in-k ¶ Reveal Mu . 17.00 it -12;95 In-k. Mu.cphIMn - OK - V 10.00 It 44.47 in-k Mu<phrMn - 01< . V • V • •• 0.00 It 0.00 In-k Mu<phl*Mn - OK V V 0.00 It V 0.00 In-k Mu<phrMn - OK - V V : ,. V SPECIFICATIONS GENERAL 1 The contractor shall verify all dimensions prior to commencing work and shall notify the engineer immediately of any discrepancies 2 Specific notes and details on these drawings will take precedence over the general notes and typical details on this in case of conflict 3. The contractor shall request all necessary clarifications to the drawings during 'the bidding period. 4 The contractor shall determine the location of utility services in the area to be excavated prior to commencing work 5 All workmanship shall conform to the 1991 edition of the Uniform Building Code 6 No substitutions shall be made without the consent of the engineer. 7 No pipes, ducts, sleeves or chases shall be placed in footings, slabs, walls, pilasters or beams unless specifically detailed or approval is obtained from the engineer in writing prior, to installation STRUCTURAL STEEL 1 Materials and workmanship shall conform to the latest edition of the AlSC 'Steel Construction Manual 2. Structural steel shapes and plates shall cnf orm to ASTM A36 U.N.O. 3 Structural steel tubes shall conform to ASTM A500 Grade B., 4 Structural steel pipes shall conform to ASTM A53 Grade B 4 Bolts shall conform to ASTM A307 5 All welding shall be in accordance with the latest edition of the American Welding Society Code D1.1. 6 All welding shall be performed by certified welders 7. All welding shall be done by the shielded arc process using approved AWS Dl 1 E70 XX electrodes 'U. z.. i " P` r- WN, 'I& N M ~~ zwel M 0> vuu .J42 2u1 I 'o. 10, InC CO C 024 471 To G-.eef hIJ.E lCiLt FREE JOB GLENN MOURITZEN & ASSOCIATES SHEET NO. OF • 2526 Chatsworth Boulevard SAN blEGo,cAuFoRNIA921ô6' CALCULATED BY DATE Phone 223-8588' FAX 225-8144 CHECKED BY DATE - * - SCALE : 4 4 4 '4 '4 Th44 Vi- I .: 4 1 H\LN a 4?/T L9,z /A7ft/- 4 4 tNt' <'fr .4 -. -.- • .. .4 - S S PRODUCT 207-1 A .,JI U U 4 ss 014 1 7.0. 4 004 IC. I HILE I&IJIM sOlO '.4 - -. - . . , '5 4 -• - 1,