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[I() ,, ... -' -' y 1 {:, t_, • (Ii 1 l:,,fJU Y '.:/ .:: • (I (J PPROVAL CLEARANCE ____ _ CiTY OF CARLSBAD 2075 Las Palmas Dr., C~lsbad, CA 92009 (619) 438-1161 \...__~-·· PERMIT APPIJCATION City of Carlsbad Building Department 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 PLAN CHECK NO. LG-2__ S0 F.Sf. VAL (! 1, c:t zL) PIAN CK DEPOSIT ' S'( y. oo 1. PERMIT 'lYPE VAUD.BY __________ _ From List 1 (see back) give code of Permit-Type: _..;;(!/};..:...._M--'--'/'--6f..;;._,.,_.} ____ _ DATE. _____________ _ For Residential Projects Only: From List 2 (see back) give Code of Structure-Type: __ .._N_,_/,.._'A _______________ _ Net Loss/Qain of Dwelling Units __________________ _ 2. PRQJECT INFORMATION FOR OFFICE USE ONLY Address 1.r;,.oo f ,Af2A PA'( A'lfi Bmldmg or Suite No. Nearest Cross Street /2Vf¼-}fi f2,f ~f-D '/2-D . UmtNo. Phase No. CHECK BEWW IF sDBM1TIED: 3 J?J 2 Energy Cales ~ 2 Structural Cales D 2 Soils Report D 1 Addressed Envelope ASSESSOR'S PARCEL DESCRIPTION OF WORK EXISTING USE Mf5T#©k PROPOSED USE EM Pvoi.re-e-(!,A~ fA ~~[W)~i,/ fE;'l( F,b.i..J~OfJ # OF STORIES \ # OF BEDROOMS NA # OF BATHROOMS 1 1 eren rom app 1can NAME (last.name first) ( ~UJVV ) ADDRESS CITI STAIB ZIP CODE DAY IBLEPHONE STAIB lJC. # LlCENSE CIASS CITI BUSINESS lJC. # DESIGNER NAME (lastname hrst) ?Wlffyry ~jst¼te,. ADDRESS $~5o iVHP,3-~JZE;NTD f~ ~. 0~ ~f,l l:;)16~ STAIB (),A-ZIP CODE '1/J,1-1, 1 DAYIBLEPHONE-=1'5'2-~3/~ STAIBlJC.# OOMl>£NsAT10N Workers' Compensation Declaration: I hereby affirm that I have a certificate of consent to self-msure issued by the Director of Industnal 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. C). INSURANCE COMPANY POlJCY NO. EXPIRATION DAIB Cert1hcate of Exemption: I certify that m the performance of the work for which this permit 1s issued, I shall not employ any person m any manner so as to become subject to the Workers' Compensation Laws of California. SIGNATURE DAIB 8. oWNER-BOlLDER D£cl.ARA'l10N D D D Owner-Builder Declaration: I hereby afhrm that I am exempt from the Contractor's License Law for the followmg 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). I am exempt under Section _______ Business and Professions Code for this reason: (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]). SIGNATURE DATE COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUiillING 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? 0 YES )l!. NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES )i:f NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES . '}?f NO IF ANY OF TIIE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE~ AFfER JULY I, 1989 UNI.F.SS TIIE APPlJCANT HAS MET OR IS MEETING TIIE REQUIREMENTS OF TIIE OFFICE OF EMERGENCY SERVICF.s AND TIIE Am POLLUTION CONTilOL DISfRICT. 9-wNS'IROCl'ION LENDING AGENCY I hereby athrm that there 1s a construction lendmg agency for the performance of the work for which this permit 1s issued (Sec 3097(1) C1V1! Code). LENDER'S NAME LENDER'S ADDRESS to. APPLICAN I Cfill1'IFICA"110N I certify that I have read the application and state that the above mformauon 1s correct. I 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 TO SAVE INDEMNIFY AND KEEP HARMLESS TIIE CI1Y OF CARISBAD AGAINST ALL UABIUTIES, JUDGMENTS, msIS AND EXPENSES WlllCH MAY IN ANY WAY ACCRUE AGAINST SAID Cl1Y IN CONSEQUENCE OF TIIE GRANTING OF TIIlS 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 a nd e a any time after t e or is co mei\ced for a period of 180 days (Section 303 (d) Uniform Buijclwg,Cpdp& /-.. APPlJCANTS SIGNATURE "t!lLL, DAIB: ..__'f.-.=-1-/--""-f,f!__-1'7-1..-F TE: Applicant PINK: Finance C' PERMIT# CB962323 DESCRIPTION: 4270 2700 TYPE: ITI CITY OF CARLSBAD INSPECTION REQUEST FOR 03/28/97 SF TENANT IMPROVEMENT AND SF ADDITION STE: INSPECTOR AREA TP PLANCK# CB962323 OCC GRP CONSTR. TYPE VN LOT: JOB ADDRESS: 2200 FARADAY AV APPLICANT: MCGILL, MIKE CONTRACTOR: PHONE: 619 PHONE: 452-318/1 INSPECTOR V OWNER: REMARKS: RS/PAUL SPECIAL INSTRUCT: TOTAL TIME: --RELATED PERMITS--PERMIT# SE900026 WDP02053 PHONE: ----,,,¥----------- TYPE STATUS swow ISSUED WDP ISSUED CB940319 ITI EXPIRED AS960059 AST! ISSUED GR960025 GRADING ISSUED RW970033 ROW ISSUED CB962002 ITI ISSUED AS960073 ASC ISSUED CB962200 MISC ISSUED AS970023 AST! ISSUED FS970011 FIXSYS ISSUED FAD97007 FADD ISSUED US970005 TU ISSUED CD LVL DESCRIPTION ACT COMMENTS 19 ST Final Structural ,4/J 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical 19 ST Final Structural 29 PL Final Plumbing I 39 EL Final Electrical 49 ME Final Mechanical --- --- --- ***** INSPECTION HISTORY***** DATE 032197 032197 032197 032197 032097 032097 032097 032097 031997 031997 DESCRIPTION Frame/Steel/Bolting/Welding Rough/Ducts/Dampers Rough/Ducts/Dampers Frame/Steel/Bolting/Welding Frame/Steel/Bolting/Welding Rough/Topout Rough Electric Rough/Ducts/Dampers Frame/Steel/Bolting/Welding Rough/Topout ACT AP AP AP AP AP AP AP AP co PI INSP TP TP TP TP TP TP TP TP TP TP COMMENTS CEIL LITES DUCTS,FIRE WRAP, PLMNS HOOD CONNECTIONS T-BAR GRID KIT & SERV AREA T-BAR GRID RM 107 CEIL PLUMB CEIL LITES 107 DUCTS 107 T-BAR NOT COMPLETE . , CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB962323 FOR 03/28/97 DESCRIPTION: 4270 SF TENANT IMPROVEMENT AND 2700 SF ADDITION TYPE: ITI JOB ADDRESS: 2200 FARADAY AV STE: INSPECTOR AREA TP PLANCK# CB962323 OCC GRP CONSTR. TYPE VN LOT: ***** INSPECTION HISTORY***** DATE 031997 031997 031997 031997 031997 031997 031897 031897 031797 031097 031097 030797 030697 030697 030597 030497 030497 030497 030497 030497 030397 030397 030397 030397 022897 022797 022797 022697 022697 022697 022697 022597 022597 022497 022097 021997 021997 021897 021497 021197 021197 020697 020497 DESCRIPTION Rough Electric Rough/Ducts/Dampers Frame/Steel/Bolting/Welding Rough/Topout Rough Electric Rough/Ducts/Dampers AirCond/Furnace Set Rough/Ducts/Dampers Frame/Steel/Bolting/Welding Interior Lath/Drywall Gas/Test/Repairs Interior Lath/Drywall Interior Lath/Drywall Rough/Ducts/Dampers Interior Lath/Drywall Frame/Steel/Bolting/Welding Rough Electric Rough/Topout Rough/Ducts/Dampers Gas/Test/Repairs Frame/Steel/Bolting/Welding Rough/Topout ·Rough Electric Rough/Ducts/Dampers Rough Combo Frame/Steel/Bolting/Welding Rough/Ducts/Dampers. Gas/Test/Repairs Frame/Steel/Bolting/Welding Rough/Topout Rough Electric Underground/Under Floor Frame/Steel/Bolting/Welding Rough/Topout Roof/Reroof Ftg/Foundation/Piers Underground/Under Floor Underground/Under Floor Underground/Under Floor Undergr0und/Under Floor Underground/Conduit-Wiring Ftg/Foundation/Piers Ftg/Foundation/Piers ACT INSP PI TP CO TP CO TP PI TP PI TP CO TP PI TP PI TP CO TP PA TP AP TP AP TP AP TP AP TP PA TP AP TP AP TP AP TP AP TP AP TP CO TP CO TP CO TP PI TP PI TP AP TP PI TP PI TP PI TP PI TP PI TP AP TP AP TP NR TP CO TP AP TP AP TP PI TP AP TP AP TP PA TP PI TP AP TP COMMENTS DUCT WRAP 1 HR T-BAR NOT COMPLETE CEIL LITES DUCT WRAP 1 HR NOT COMPLETE/CORR NOT COMPLETE/CORR CEIL INSP NOT READY DROP AREA OVR FOOD PRP/SERV L NEW LINE TO CAFE ON ROOF CAFE CAFE EXHST & MAKE UP AIR FOR HOODS CAFE AREA WALLS OK TO WRAP MECH DUCTS EXT BLDG LINE WALL CONF. RE:DUCTS GAS LINE INSTL@ ROOF CAFE AREA GREASE INTERCEPTOR & WASTE MTL SHTING@ EXT ROOF,CAFE NOT COMPLETE SLAB@ EXTND DINE AREA COMPLETE@ EXTND DINE AREA GREASE WASTE COMP KIT & FOOD LINE AREA KIT & FOOD LINE AREA KIT EXT AREA QUESTIONS PIER FTN@ KIT EXT ~ ~ I A) ......... .l!! .l!! .l!! "' "' "' Cl 0 0 J ~ >, >, >, .c .0 .0 'It "' ~ 'It .I< .I< -"' 0 u u Q) Q) Q) .c .c .c (.J u u C: C: C: "' "' "' a: a: a: ref'D D CTfD D ~DD PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB C/6-Z3 2-3 Planner I/ itlJ ly-r1ci.,.__ Address 2.--Zc?O Pl! 12,A 1>A-y Phone (619) 438-1161, extension Ll--S?.J APN: 2.. I 2-l "2Q ·-> / Type of Project and Use: ....;(_·· _1........,..,k'-. ___ _.,(_J-+-<-}A .... G5_,_iT-_~_1....,4,....-__________ _ --Zone: ~Facilities Management Zone: !7 CFD Ci out '# '----" . Ci le e (If property in, complete SPECIAL TAX CALCULATION WORKSHEET provided by Building . Department.) Legend ~ Item Complete D Item Incomplete -Needs your action Environmental Review Required: YES __ No_£ TYPE ___ _ DATE OF COMPLETION: ______ _ Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval Discretionary Action Required: YES_ NO£_ TYPE __ _ APPROVAL/RESO. NO. _____ DATE ___ _ PROJECT NO. _______ _ OTHER RELATED CASES: __________________ _ Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval Coastal Zor-e Assessment/Compliance Project site located in Coastal Zone? YES NO )(_ If NO, proceed with checklist; if YES, proceed below. Determine status (Exempt or Coastal Permit Required): If Exempt, proceed with checklist; if Coastal Permit required, hold building permit until Coastal Permit issued. Coastal Permit Determination Form already completed? YES NO If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log #: Follow-Up Actions: 1) Stamp Building Plans as "Ex.empt" or "Coastal Permit Required" (at minimum Floor Plans). 2) Attach completed Coastal Permit Determination Form to this Checklist. 3) Complete Coastal Permit Determination Log as needed. ' i lnclusiQnary Housing·Fee·.requi'red~ YES __ Nd· K_ · (Effective date-.of Jn.elusioriarv Hou~i~ig> Ordiha)-\ce ":Mav :2 l,._ 1c993 ,) ' Site . .Plan_: ·, ~DD 1. Provicle a fully c;Hm~hsibraal site plan qr.awn t~-:scale.' Show: North .arrow, .. property lines,· e·~semeqts·, existing arid .pro'posed :structures, streets, existing, street imprcn,'~m·ents, right,.of-vvay · width, dirnehsional setbacks arid -existing topographical' lines'.· · , · . · · -. . -.. , · . Wbo 2. Pr:ovide legal description. of property and .. as$essor;s parc~I numbe.r. , / · · Zoning: mr·· 0-TJ 1 . Setbacks: v Front: c:pJvr ·rnt~-si.de: Street Side: JO·. o olk~ 2. Rear~-~· -· []Pt"': Lot C~vei:;age: ~ D QtJ/~3. · Height: ~D O 4. _Par.ki.ng: ' ' . Requlred ---'---'-~--Shown _____ _ Required Shown ------Required Shown ---'---------'-- Required Shown ----'---...::....,.... Required Shown---~-~ Requi'red Shown ------ Sp aces Required, _ ... 8.6:2.-Sho.wn ,---qe....;;/,__7L.....a-· ~-- G~est Spaqes ·Required-'-------------Shown ------'--- [JJ ,O' D Additional Comments·_. ---'-_;...----,---,---..-"--------"";..;._---------'-- o K. rn I ssu E. AND eNrERED .APPRov Al!Ni'o coM rutER U,fjdL ' €817--~ 86Z,- DATE /Z.-(0--96.. . ,., ' ,, FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING ITrRE.) PLANNING U/M WATER PLAN CHECK#: CB962323 PERMIT#: CB962323 PROJECT NAME: 4270 SF TENANT IMPROVEMENT AND 2700 SF ADDITION ADDRESS : Cl:t.0Jl~ FARADAY· AV~----1 CONTACT PERSON/PHONE#: RS/LUSARDI SEWER DIST: CA WATER DIST: CA ------~~- INSPECTED BY: (! . {oCLJLJ__, INSPECTED BY: INSPECTED BY: COMMENTS: DATE INSPECTED: DATE INSPECTED: DATE INSPECTED: 3,/31 j <tJ DATE: 03/27/97 PERMIT TYPE: ITI lf;Jlf£ !Gif£llW!{f£~ In.I MAR 2 7 1997 ~ By_ APPROVED )(. DISAPPROVED APPROVED DISAPPROVED APPROVED DISAPPROVED \ \ I, I I ... DATE: 1/31/97 JURISDICTION: Carlsbad PLAN CHECK NO.: 97-2323 EsGil Corporation· Professional Pum !l{.eview 'E.ngineers SET: III PROJECT ADDRESS: 2200 Faraday Rd. PROJECT NAME: Nellcor Puritain Bennett Cafeteria Addition 0 AP~ANT @JU 0 PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially co~ply with the jurisdiction's *********** codes. [g}-The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified in the attached list are resolved and checked by building department· staff. D The plans tra9smitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D . The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the che~k list has been sent to: D Esgil Corporation staff did n<;>t advise the applicant that the plan check has been completed. D Esgil Corporation staff d.id advise the applicant that the plan check has been·completed. Person contacted: ·Telephone#: Date contacted: (by: ) Mail Telephone Fax In Person [g] REMA~KS: Mike McGill to hand carry plans to the City. By: Mike Kratz Esgil Corporation D GA D CM D EJ D PC Enclosures: 1/31/97 Fax#: tmsmtl.dot \ 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 \ \ J * One complete set of plans provided. Slip sheets provided to be slipped into 2nd permit set at ~~e City. 29~hen drawings to be signed by the licensed contractor installing the equipment. 8 .r.L _ 2nd set, Kitchen drawings, Detail E/K9 to be revised to show 46" height to mid height of top ~elf per 3103A (b) 4E. + PLUMBING, MECHANICAL AND ENERGY CORRECTIONS + PLAN REVIEWER: Glen Adamek 13. · As per the Applicant Mike Kelly will allow the Firemaster duct wrap for the kitchen hoods, (The UL Classified# R14229 is in accordance with the acceptance criteria of the Southern Building Code Congress as an alternate to the 2 hour fire resistance rated shaft enclosure. The UBC does not allow the same alternate.) The City of Carlsbad Building Official to review. Note: if you have any questions regarding this plan review list please contact Glen Adamek at (619) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. EsGil Corporation Professional Pfan. ~view 'E11ffineers DATE: 1/ 13/97 JURISDICTION: Carlsbad PLAN CHECK NO.: 96-2323 PROJECT ADDRESS: 2200 Fairaday SET: II PROJECT NAME: Nellcor Puritan Bennett Cafeteria Addition D APPLICANT ~-JORIS. ___) D PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's *********** codes. D The plans transmitted herewith will substantially comply with the jurisdiction's ********** codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ~ The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ~ The applicant's copy of the check list has been sent to: Smith Consulting Architects, Mike McGill 5355 Sorrento Place, Suite 650, San Diego, CA 92121 ~ Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: (by: ) Mail Telephone · Fax In Person D REMARKS: By: Mike Kratz Esgil Corporation D GA ~ CM O EJ D PC Fax#: Enclosures: 1/7/97 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 Carlsbad 96-2323 II 1/13/97 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 2200 Fairaday DATE PLAN RECEIVED BY ESGIL CORPORATION: 1/7/97 REVIEWED BY: Mike Kratz FOREWORD (PLEASE READ): PLAN CHECK NO.: 96-2323 SET: II DATE RECHECK COMPLETED: 1/13/97 This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections -based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1994 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. Please make all corrections on the original tracings and submit two new sets of prints to: Esgil Corp. or to the bldg. dept. of the juris. B. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. C. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items . . D. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? DYes DNo Carlsbad 96-2323 II 1/13/97 1. On resubmittal, follow process as outlined in the original check list. 2. Kitchen equipment drawings must be signed by the licensed contractor, not one of his employees. 16. On the special inspection program, include the names of the individuals or firms who are to perform the special inspections. 17. Include in special inspection program, special inspections by a soils engineer. 23. Provide a copy of the soils report used for the original building design, or provide a new one for this project. Incorporate the requirements of the soils report into the foundation design and plans. Original building would of required a soils report. It should be verified that the new addition is at least consistent with the original soils report. Disabled Access 1, 2, 3 & 5. Provide documentation to show that the original building would have been built in substantial conformance with the current regulations for disabled access. Year built, Permit Number, etc. 8. At Desert Counter, show 46" maximum height to mid-height of top shelf per 3103A (b) 4E and Fig. 31-17. Detail E/K9 is not in conformance. PLUMBING, MECHANICAL, ELECTRICAL AND ENERGY CORRECTIONS PLAN REVIEWER: Chuck Mendenhall NOTE: The items listed below refer to the items from the previous list. These remaining items have not been adequately addressed 3. Provide evidence of Health Department approval for restaurants. THIS MUST BE COMPLETED PRIOR TO THE CITY APPROVAL OF THE PLANS. Carlsbad 96-2323 II 1/13/97 PLUMBING (1994 UNIFORM PLUMBING CODE) 4. Provide complete plumbing plans, including: Provide gas line calculations,. UPC Section 1217.0 THE GAS LINE BRANCH LEADING TO APPLIANCES 92, 41, 91, 42 & 88 IS UNDERSIZED FOR THE DEMAND SHOWN ON THE PLANS. WITHOUT THE TOTAL DEVELOPED LENGTH OF THIS BRANCH I CAN NOT ACCURATELY DETERMINE THE REQUIRED SIZE. 6. Food waste disposal unit and dishwasher shall not be connected to or discharged into any grease trap. UPC, Section 1013.0. THE PLANS STILL SHOW THAT DISPOSAL UNIT 37 AND DISHWASHER 15 DRAIN INTO THE GREASE TRAP. 10. Provide combustion air for fuel burning water heaters in accordance with the Uniform Plumbing Code, Section 507.0 THE RESPONSE WAS TO SEE THE MECHANICAL PLANS. THERE IS NOTHING ON THE MECHANICAL PLANS SHOWING THE REQUIRED COMBUSTION AIR. MECHANICAL (1994 UNIFORM MECHANICAL CODE) 13. Provide complete kitchen hood plans, details, and calculations to show compliance with UMC, Chapter 5, Part II as per the following: B. Provide exhaust sizing calculations for kitchen hoods. UMC, Section 508. 7 Hoods and exhaust must be sized for high heat category in the UMC. SIZING CALC'S WERE NOT PROVIDED. C. Provide construction details of required fire rated grease duct enclosure and hood enclosure. UMC, Sections 507.6, and 508.4.1 Note 5 on sheet M3.1.3 indicates that the grease ducts will have a fire duct wrap but the kitchen plans show that the ducts will be enclosed in a fired rated shaft. Please clarify the intent. THERE IS NO DETAIL OF THE FIRE WRAP SYSTEM FOR PROTECTION OF THE GREASE DUCTS. ALSO, PROVIDE AN ICBO APPROVAL NUMBER FOR THE FIRE WRAP SYSTEM. D: Detail grease duct discharge clearances as per UMC, Section 507.11, (Minimum of 10 feet from parapet wall and air intake of HVAC unit.) PROVIDE A SECTION VIEW OF THE GREASE DUCT EXHAUST ON THE ROOF SHOWING THE EXHAUST EXTENDING ABOVE THE STEEL MECHANICAL ENCLOSURE DETAILED ON THE ARCHITECTURAL PLANS. Carlsbad 96-2323 II 1/13/97 E. The fire-rated grease duct and/or hood enclosures must extend from the point of penetration of the ceiling up to the roofing. Show the fire rated shaft on sheet K-6 extending through the roof framing to the roof sheathing. UMC, Sections 507.6, 508.4, and 508.4.1 DETAIL THE CONSTRUCTION OF THE FIRE WRAP SYSTEM EXTENDING THROUGH THE ROOF. F. The fire-rated grease duct enclosures must be sealed around the duct at the point of penetration of the ceiling. UMC, Section 507.6 DETAIL 0 THE PLANS THE DUCT WRAP SYSTEM AT THE CEILING PENETRATION G. Show required cleanouts for grease duct on hood. UMC, Section 507.5 CLEAN OUTS HAVE NOT BEEN SHOWN ON THE PLANS. H. Detail 1/4 inch per foot slope on grease duct back to hood. UMC, Section 507.4 The mech plans, sheet M3.1.3 show the duct extending horiz, to the exhaust but the kitchen plans show the duct as extending vertical to the roof. Please clarify. SLOPE OF THE GREASE DUCTS HAVE NOT BEEN SHOWN ON THE MECHANICAL PLANS J. An exhaust outlet within the hood shall be so located as to optimize the capture of particulate mater. Each outlet shall serve not more than 12 foot section of hood. Hood "B" exceed the 12' limit. This hood requires a min of two exhaust systems. UMC, Section 508.9. PLANS STILL SHOW A 16' HOOD. ELECTRICAL 16. Show on the plans the required emergency illumination. The emergency lighting must be powered from two separate sources of power. NOTHING SHOWN ON THE LIGHTING PLANS. 17. Show on the electrical plans that the exit signs are powered from two separate sources. NOTHING SHOWN ON THE LIGHTING PLANS. DATE: 12/ 18/96 JURISDICTION: Carlsbad PLAN CHECK NO.: 96-2323 EsGII Corporation Professional Pfan $!,view '.Engineers SET:I PROJECT ADDRESS: 2200 Faraday Rd. PROJECT NAME: Nellcor Puritan Bennett Cafeteria Addition D FIRE D REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary antj substantially comply with the jurisdiction's *********** codes. D The plans transmitted herewith will substantially comply with the jurisdiction's********** codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ~ The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ~ The applicant's copy of the check list has been sent to: Smith Consulting Architects, Mike McGill 5355 Mira Sorrento Place, Ste. 650, San Diego, CA 92121 ~ Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Date contacted: D REMARKS: By: Mike Kratz Esgil Corporation (by: D GA [gl CM D EJ D PC ) Telephone#: Enclosures: 12/10/96 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 Carlsbad 96-2323 12/18/96 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 96-2323 OCCUPANCY: B/ A-2.1? A-3/F-1 TYPE OF CONSTRUCTION: V-n spr ALLOWABLE FLOOR AREA: unlimited SPRINKLERS?: yes REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 12/ 18/96 FOREWORD (PLEASE READ): JURISDICTION: Carlsbad USE: Cafeteria ACTUAL AREA: STORIES: 2 HEIGHT: OCCUPANTLOAD: 360 DATE PLANS RECEIVED BY ESGIL CORPORATION: 12/10/96 PLAN REVIEWER: Mike Kratz This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 1994 UBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1994 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. LIST NO. 40, TENANT IMPROVEMENTS WITHOUT SPECIFIC ENERGY DATA OR POLICY SUPPLEMENTS (1994UBC) tiforw.dot Carlsbad 96-2323 12/18/96 1. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two· ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 2075 Las Palmas Drive, Carlsbad, CA 92009, (619) 438-1161. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (619) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. · NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 2. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes. Business and Professions Code. 3. When the character of the occupancy or use changes within a building, the building must be made to comply with current Building Code requirements for the new occupancy. Please provide complete details to show the building will comply. Section 3405. 4. Existing Building is type V-n construction with sprinklers and 60 foot yards all sides for unlimited floor area per 505.2. Addition can not be V-n spr. in lieu of 1 hr., unless full building can be shown to be within the allowable floor area for V-1 hr. construction. (225,448 sq. ft.?) As an alternate, reduce the assembly room areas, so that the occupancy is an A-3. (Less than 300) 5. Is designation as A-2.1 occupancy correct? See 303.1.1 for definition. Cafeteria might qualify as a A-3 occupancy. 6. Provide a 1 hr. floor/ceiling between the A2.1 (or A-3) occupancy and the Office use above. Also detail 1 hr. protection of all structural elements supporting the office use. UBC 302.1 & 302.2. 7. Provide 1 hr. occupancy separation wall at left side, and 1 hr door assembly at door 11, or show tat existing wall with electrical panels complies as a full 1 hr. occupancy separation wall. 8. On roll up grill 14, provide a sign in contrasting 1" letters stating: "This grill to remain open during business hours." Carlsbad 96-2323 12/18/96 9. 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 USC Tables 3-D and 3-E. 10. Show type and thickness of glazing in storefront. Specify safety glazing where required per 2406. 11. Note on the plans: "All interior finishes must comply with Chapter 8 of the USC". Specify "Class flame spread rating (minimum) for " 12. The tenant space and new and/or existing facilities serving the remodeled area must be accessible to and functional for the physically disabled. See the attached correction sheet. Title 24, Part 2. · 13. Provisions in Chapter 7 require special treatment of penetrations at fire-resistive assemblies. Provide typical details on the plans showing how the fire-resistive integrity will be maintained at the following conditions (Include the manufacturers' names and ICSO numbers (or equal) for any sealant): THROUGH-PENETRATIONS (through the entire assembly): Fire-resistive bearing walls and/or walls requiring protected openings shall have penetrations protected with through-penetration fire stops having an F-rating, T-rating or complying with USC Standard 7-1, depending on their locations, sizes and combustibility. Fire resistive floor/ceiling assemblies shall have penetrations protected with through-penetration fire stops having and F-rating, T-rating or complying with USC Standard 7-1, depending on their sizes, combustibility and whether the penetrations are in walls above. MEMBRANE-PENETRATIONS (through only one side of an assembly): Fire-resistive walls (whether bearing or not and whether requiring fire protected openings or not) shall have penetrations protected with membrane-penetration fire stops having an F-rating or complying with USC Standard 7-1, depending on their size and combustibility. Limited steel electrical outlet boxes (not exceeding 16 sq. in., nor more than 100 sq. in. for any 100 sq. ft. of wall) require no protection. Fire-resistive ceilings shall have no penetrations, except for· noncombustible sprinkler pipes and steel electrical outlet boxes as described above. NOTE: The plans should indicate the various fire-stop ratings required for all penetrations. 14. Provide a note on the plans stating: "Penetrations of fire-resistive walls, floor-- ceilings and roof-ceilings· shall be protected as required in USC Sections 709 and710." Carlsbad 96-2323 12/18/96 15. Show exit signs on the electrical lighting plan(s). As per Sections 1012 and 1013 of the 1994 UBC, provide two sources of power to exit signs and exit illumination. STRUCTURAL 16. On special inspection program, include names of the individuals or firms who are to perform the special inspections per UBC 106.3.5. 17. On special inspection program, include special inspections by a soils engineer. 18. Provide calculations for lateral bracing of the new addition in the transverse direction. · 19. Show that wall ties ar~ developed into adequate sub-diaphragms in the existing structure, or into lateral load resisting elements near lines 8 & 10. 20. On roof framing plan, show maximum spacing of 8 ft. as per calculations. 21. Provide calculations for roof decking. Include in calculations any span tables used for the basis of the design. 22. How are the existing spandrel panels laterally supported? Are they tied into the existing structure? Does the new addition put new loads into the existing structure? If so show that the existing structure is adequate to support the new loads. 23. Provide a copy of the soils report for the original building or provide a new soils investigation for the proposed addition. Incorporate requirements of the report into the foundation design and plans. MISCELLANEOUS To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Carlsbad 96-2323 12/18/96 24. Pleas.e indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. · Have changes been made to the plans not resulting from this correction list? Please indicate: Yes D No D The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Mike Kratz at Esgil Corporation. Thank you. PLUMBING, MECHANICAL, ELECTRICAL AND ENERGY CORRECTIONS PLAN REVIEWER: Chuck Mendenhall 1. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes. Business and Professions Code. 2. Each sheet of the plans must be signed by the licensed designer. 3. Provide evidence of Health Department approval (for restaurants • PLUMBING (1994 UNIFORM PLUMBING CODE) 4. Provide complete plumbing plans, including: a) Provide gas line calculations, showing pipe lengths and gas demands. Also, specify the medium gas pressure in the calc's. UPC Section 1217.0 b) Provide complete water line sizing calculations, including the water pressL1re, pressure losses, water demands, and developed pipe lengths. UPC Section 610.0 5. No food waste disposal unit shall be connected to or discharged into any grease trap. UPC, Section 1013.0 6. Food waste disposal unit and dishwasher shall not be connected to or discharged into any grease trap. UPC, Section 1013.0 Carlsbad 96-2323 12/18/96 7. Provide a drinking fountain at each floor level in assembly occupancies (except drinking and dining establishments). UBC Section 2902.2 8. Show that water heater is adequately braced to resist seismic forces. Provide two straps. One strap at top 1/3 of the tank and one strap at bottom 1/3 of the tank. UPC, Section 510.0 9. Note on the plans that "combustion air for fuel burning water heaters will be provided in accordance with the Uniform Plumbing Code." 10. Provide combustion air for fuel burning water heaters in accordance with the Uniform Plumbing Code, Section 507.0 11. Fuel burning water heater shall not be installed in a bedroom, bathroom, or a clothes closet, or in a closet or other confined space opening into bathroom or bedroom. UPC, Section 509.0 12. Detail the backflow protection of water connection to reclaimed water system (non-potable water). UPC, Section 603.3.11 • MECHANICAL (1994 UNIFORM MECHANICAL CODE) 13. Provide complete kitchen hood plans, details, and calculations to show compliance with UMC, Chapter 5, Part II as per the following: a) Provide the UL listing card showing the exhaust sizing requirements used for this hood. b) Provide exhaust sizing calculations for kitchen hoods. UMC, Section 508. 7 Hoods and exhaust must be sized for high heat category in the UMC. c) Provide construction details of required fire rated grease duct enclosure and hood enclosure. UMC, Sections 507.6, and 508.4.1 Note 5 on sheet M3.1.3 indicates that the grease ducts will have a fire duct wrap but the kitchen plans show that the ducts will be enclosed in a fired rated shaft. Please clarify the intent. d) Detail grease duct discharge clearances as per UMC, Section 507.11, (Minimum of 10 feet from parapet wall and air intake of HVAC unit.) e) The fire-rated grease duct and/or hood enclosures must extend from the point of penetration of the ceiling up to the roofing. Show the fire rated shaft on sheet K-6 extending through the roof framing to the roof sheathing. UMC, Sections 507.6, 508.4, and 508.4.1 f) The fire-rated grease duct enclosures must be sealed around the duct at the point of penetration of the ceiling. UMC, Section 507.6 g) Show required cleanouts for grease duct on hood. UMC, Section 507.5 Carlsbad 96-2323 12/18/96 h) i) Detail 1/4 inch per foot slope on grease duct back to hood. UMC, Section 507.4 The mech plans, sheet M3.1.3 show the duct extending horiz, to the exhaust but the kitchen plans show the duct as extending vertical to the roof. Please clarify. Clearly show the material used to construct the hood and exhaust duct. UMC, Sections 508.2 & 507 .3 j) An exhaust outlet within the hood shall be so located as to optimize the capture of particulate mater. Each outlet shall serve not more than 12 foot section of hood. Hood "B" exceed the 12' limit. This hood requires a min of two exhaust systems. UMC, Section 508.9. • ENERGY CONSERVATION NOTE: Plans submitted after July 1, 1995 must comply with the new energy standards. 14. Provide plans, calculations and worksheets to show compliance with current energy standards. See item #15 below 15. Provide complete energy designs for the proposed changes in envelope, lighting, and mechanical systems. The ENV-1 submitted is not for the expansion of the cafeteria. Page 1 of ENV-1 is for the 6172 Sq Ft of the cafeteria but page 2 of ENV-1 appears to be for an area much larger than the cafeteria. Please clarify. ELECTRICAL 16. Show on the plans the required emergency illumination. The emergency lighting must be powered from two separate sources of power. 17. Show on the electrical plans that the exit signs are powered from two separate sources. Carlsbad 96-2323 12/18/96 DEPARTMENT OF STATE ARCHITECT NON RESIDENTIAL TITLE 24 DISABLED ACCESS REQUIREMENTS ·The following disabled access items are taken from the 1995 edition of California Building Code, Title 24. Per Section 101.17 .11, all publicly and privately funded public accommodations and commercial facilities shall be accessible to persons with disabilities as follows: (1) Any building, structure, facility, complex, or improved area, or portions thereof, which are used by the general public. (2) Any sanitary facilities which are made available for the public, clients, or (3) private (4) additions employees in such accommodations or facilitil3s. Any curb or sidewalk intended for public use that is constructed with funds. All existing accommodations when alterations, structural repairs or are made to such accommodations. NOTE: All Figures and Tables referenced in this checklist are printed in the California Building Code, Title 24. • REMODELS, ADDITIONS AND REPAIRS 1. When alterations, structural repairs or modificatio"ns or additions are made to an existing building, that building, or portion of the building affected is required to comply with all of the requirements for new buildings, per Section 11348.2. These requirements apply only to the area of specific alteration, repair or addition and shall include: a) A primary entrance to the building and the primary path of travel to the area in question, and include the following items which serve the area in question: i) Sanitary facilities. ii)· Drinking.fountains. iii) Public telephones. 2. If an unreasonable hardship finding is granted, priority should be given to those elements that will provide the greatest access, per Section 11348.2.1 Exception #1. The order of priority shown below should be followed: a) An accessible entrance. b) An accessible route of travel. c) At least one accessible restroom for each sex. d) Accessible telephones. e) Accessible drinking fountains. Carlsbad 96-2323 12/18/96 f) When p_ossible, additional accessible elements such as parking, storage and alarms. • ENTRANCES AND CIRCULATION 3. Revise plans to show that all entrances, and exterior ground level exits, are accessible, per Section 1001.9.1. • DOORS 4. Revise plans to show a level area, or landing at new exterior doors, per Section 1004.9.2.2a: a) ~60" in the direction of door swing. b) ~48" in the direction opposite the door swing ( or 44" if doors don't have latches or closers). • SANITARY FACILITIES 5. At existing sanitary facilities, verify conformance of clearances and mounting heights of facilities and accessories. Show on plans any required upgrades. • GENERAL ACCESSIBILITY REQUIREMENTS • SIGNAGE 6. Where permanent identification is provided for rooms and spaces, raised letters shall also be provided and shall be accompanied by Braille. Section 11178.5. 7. Provide a note on the plans stating that the signage requirements of Section 11178.5 will be satisfied. Countertops 8. At Desert Counter, show 46" maximum height to mid-height of top shelf per 3103A (b) 4E, and Fig. 31-17. 9. The tops of tables and counters shall be 28" to 34" from the floor. Where a single counter contains more than one transaction station, such as a bank counter with multiple teller window or a retail sales counter with multiple cash register stations, at least 5% (but never less than one of each type of station) shall be located at a section of counter that is at least 36" long and no more than 28" to 34" high. Section 11228.4. -l ,. ... Carlsbad 96-2323 12/18/96 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 96-2323 PREPARED BY: Mike Kratz DATE: 12/ 18/96 BUILDING ADDRESS: 2200 Faraday Rd. BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: V-n spr. BUILDING PORTION II BUILDING AREA VALUATION VALUE (ft. 2) MULTIPLIER ($) Interior. Tl 4270 $36.00 $153,720.00 Addition 2700 $69.00 $186,300.00 Air ConditioninQ 2700 $3.50 $9,450.00 .Fire Sprinklers 2700 $1.70 $4,590.00 TOTAL VALUE $354,060.00 [gj 1991 U_BC Building Permit Fee D Bldg. Permit Fee by ordinance:$ 1532.00 [gj 1991 UBC Plan Check Fee D Plan Check Fee by ordinance: $ 995.80 Type of Review: [gj Complete Review D Structural Only D Hourly D Repetitive Fee Applicable D Other: Esgil Plan Review Fee: $ 796.64 Comments: ------------------- Fire Services Review: D FireAlarm D Complete Review D Suppression System D Other: Esgil Fire Services Review Fee: $ Comments: Sheet of macvalue.doc 5196 City of Carlsbad M #i h• 1 i U44 Ii h• i •l4 •iU I I,, t§ h I BUILDING PLANCHECK CHECKLIST DATE: /:J.-/3-9te PLANCHECKNO.: CB 9°bd<3~3 BUILDING ADDRESS: ,,2ollJQ ~ ~ PROJECT DESCRIPTION: f} ;l J~ ._,; ftit]tJtJjz(_ ASSESSOR'S PARGEL NUMBER: ~ / EST. VALU ~ ~ ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. D A Right-of-Way permit is required prior to construction of the following improvements: ATTACHMENTS D Dedication Application D Dedication Checklist D Improvement Application D Improvement Checklist D Future lmprov~ment Agreement D Grading Permit Application D Grading Submittal Checklist D Right-of-Way Permit Application D Right-of-Way Permit Submittal Checklist and Information Sheet D Sewer Fee Information Sheet DENIAL Please see the attached report of deficiencies marked with D. Make necessary corrections to plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. By: Date: By: Date: By: Date: -------- ENGINEERING DEPT. CONTACT PERSON Name: Michele Masterson City of Carlsbad Address: 2075 Las Palmas Dr., Carlsbad, CA 92009 Phone: (619) 438-1161, ext. 4315 A-4 111.ASPALMAS\SYS\llBRARYIENG\WORO\OOCSICHKLST\&iking Plancheck Cklst BP0001 FOlll1 MM.doc Rev. 8121/96 2075 Las Palmas Dr.• Carlsbad, CA 92009-1576 • (619) 438-1161 • FAX (619) 438-0894 < - fl 2ND,1 3RD,1 a a j a a { a a a a BUILDING PLANCHECK CHECKLIST SITE PLAN 1. A. 8. C. 2. A. 8. C. 3. Provide a fully dimensioned site plan drawn to scale. Show: North Arrow D. Property Lines Easements Existing & Proposed Structures E. Easements Existing Street Improvements F. Right-of-Way Width & Adjacent Streets Show on site plan: Drainage Patterns Existing & Proposed Slopes Existing Topography Include note: "Surface water to be directed away from the building foundation at a 2% gradient for no less than 5' or 2/3 the distance to the property line (whichever is less)." [Per 1985 UBC 2907(d)5] On graded sites, the top of any exterior foundation shall extend above the elevation of the street gutter at point of discharge or the inlet of an approved drainage device a minimum of 12 inches plus two percent." [Per 1990 UBC 2907(d)5] 4. Include on title sheet: A. Site address 8. Assessor's Parcel Number C. Legal Description For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION Page 1 of 4 G:ILIBRARYIENG\WORDIOOCS\CHKLST\&iking Plancheck Cklst BP0001 Form ll'M.doc Rav. 8121196 I 0. 0 0 BUILDING PLANCHECK CHECKLIST DISCRETIONARY APPROVAL COMPLIANCE 5. · Project does not comply with the following Engineering Conditions of approval for Project No. ______________________ _ Conditions were complied with by: ________ _ Date: ---- DEDICATION REQUIREMENTS 6. Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ _____ _ pursuant to Code Section 18.40.030. Dedication required as follows: ________________ _ Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 ½" x 11" plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an · application form and submittal checklist for the dedication process. Provide the completed application form and the requirements on the checklist at the time of resubmittal. Dedication completed by: ___________ _ Date: ---- IMPROVEMENT REQUIREMENTS 7a. All needed public improvements upon and adjacent to the building site must be constructed at time of building · construction whenever the value of the construction exceeds$ _______ , pursuant to Code Section 18.40.040. Public improvements required as follows: _____________ _ Please have a registered Civil Engineer prepare appropriate improvement plans and submit them together with the requirements on the attached checklist for a separate plancheck process through the Engineering Department. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit. Attached please find an application form and submittal checklist for the public improvement requirements. Provide the completed application form and the requirements on the checklist at the time of resubmittal. Improvement Plans signed by: _________ _ Date: ___ _ Page 2 of 4 G:ILIBRARYIENGIWORDIOOCSICHKLsnBlilding Plancheck Cklst BP0001 Form MM.doc Rev. 8121/96 C - BUILDING PLANCHECK CHECKLIST 7b. Construction of the public improvements may be deferred pursuant to Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $ _______ so we may prepare the necessary Future Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit. Future public improvements required as follows: Improvement Plans signed by: Date: ---------- 7c. Enclosed please find your Future Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Future Improvement Agreement completed by: ___________ _ Date: 7d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. 0 Ba. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). Sb. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit. Grading Inspector sign off by: __________ Date: Be. No Grading Permit required. Page 3 of4 G:ILIBRARYIENGIWORD\DOCS\CHKLS'l\&iking Plancheck Cldsl BP0001 Fonn lv'M.doc Rov. 8121/96 ' " 0 0 BUILDING PLANCHECK CHECKLIST MISCELLANEOUS PERMITS 9. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, trees, driveways, tieing into public storm drain, sewer and water utilities. Right-of-Way permit required for: A separate Right-of-Way permit issued by the Engineering Department is required for the following: 10. A SEWER PERMIT is required concurrent with the building permit issuance. The fee is noted in the fees section on the following page. 11. INDUSTRIAL WASTE PERMIT is required. Applicant must complete Industrial Waste Permit Application Form and submit for City approval prior to issuance of a Permit. Industrial Waste permit accepted by: Date: 12. NPDES PERMIT Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit. The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occurs first. Page 4 of 4 G:lllBRARYIENGIWORDIDOCS\CHKLST\&iking Planchtck Cldsl BP0001 Fenn IIM.doc' Rev. 8121198 ENGINEERING DEPARTMENT ENGINEERING REVIEW SECTION FEE CALCULATION WORKSHEET D Estimate based on unconfirmed information from applicant. {!_,fl-f>ETG;f:__T A A2 j;;:/[/()t/fi.tl ~;(/ ISJrcalculation based on building plancheck plan submittal. ~ p.OLJ / T7CJ Al . ., I'--1 - Address:~ di {)D T~a,v..e___ Bldg. Permit No. Cc.15 <f' 6 ~3;2..3 Prepared by: /l:7..M1. Date: /}f ¥'7/2 Checked by: _____ Date: _______ _ EDU CALCULATIONS: Lis_!Jypes and square footages for all uses. 11 e::z 10 /1e1100~:f-16 IA--¥--Types of Use:,..2, 106 ~ad~(.J~ Ft./Units:_.J ____ _ /JO~ EDU's:~ Total EDU's: _______ _ +-4,,,;?. 7 {) fo( -e/tt)Oa ~;D I/'--/f t:5 ADT CALCULATIONS: List !Xpes and square footages for all uses. * Types of Use:..::?, JOO A-cldt'fre,IA-Sq. Ft/Units:_____ ADT's: b ~ ~~ ~-./416~ TotalADT's ___ _ ~~~-~A~- FEESREQUIRED:~___/7}~J_j; ~~ -PJ c:21 /oa ~ r-- Pusuc FACILITIES fEE REQUIRED O YES O NO (See Building Department for amount) WITHIN CFD: DYES (no bridge & thoroughfare fee, D NO reduced Traffic Impact Fee) 0 1.PARK-IN-LIEU FEE PARK AREA: ___ _ FEE/UNIT: ____ _ X NO. UNITS: __ _ 0 2. TRAFFIC IMPACT FEE ADT's/UNITS: _____ X FEE/ADT: ___ _ 0 3. BRIDGE AND THOROUGHFARE FEE ADT's/UNITS: ____ _ X-FACILITIES MANAGEMENT FEE SQ.FT.:d:'7X> 0 5. SEWER FEE PERMIT No. __ _ EDU's: ___ -'- X FEE/ADT: ___ _ ZONE: ___ _ X FEE/SQ.FT.: 0 1P X FEE/EDU: __ _ BENEFIT AREA: __ _ DRAINAGE BASIN: __ _ =$ _____ _ =$ _____ _ =$ ____ _ =$ _____ _ EDU's: ____ X FEE/EDU:___ =$ _____ _ 0 ~-DRAINAGE FEES PLDA____ HIGH ___ /LOW __ _ ACRES:_____ X FEE/AC: __ _ =$ _____ _ 0 7. SEWER LATERAL ($2,500 DEPOSIT) =$ _____ _ 0 8. WATER FEE EDU's: _____ X FEE/EDU: __ _ =$ ____ _ TOTAL OF ABOVE FEES*: fl1 Dt 0 *NOTE: This calculation sheet Is NOT a complete list of all fees which may be due. Dedications and Improvements may also be required with Building Permits. P:\DOCS\MISFORMS\BP0002.FRM REV 01/04/95 City of Carlsbad 96376 Fire Department • Bureau of Prevention Plan Review: Requirements Category: Building Plan Check Date of Report: Monday, January 20, 1997 Reviewed by: C · 13citd.. Contact Name Address Smith Consulting Arc 5355 Mira Sorrento Pl Ste 650 City, State San Diego CA 92121 Bldg. Dept. No. CB96-2323 Planning No. Job Name Nellcor PB Cafe. Exp Job Address _2_2..;:...00"-'--'Fa"-'--ra_;..;_d_a..,_y _____________ _ Ste. or Bldg. No. ____ _ ~ Approved -The item you have submitted for review has been approved. The approval is based on plans; information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifica- tions, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. D Disapproved -Please see the attached report of deficiencies. Please make corrections to plans or specifications necessary to indicate compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. For Fire Department Use Only Review 1st'-----2nd. __ _ 3rd. __ _ Other Agency ID CFO Job# __ 96_3_7_6 __ File# ___ _ 2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121 l i ~-...._,,.----. Consumer Food Protection Plan Check and Construction Unit .1)l 0~ - · u & &-o 9 rt 2- PLAN CORRECTION SHEET J ~ ;: v M Ao1 · u~~ f- -N:f-L.\..c .;,\a. 'ft>f~fs-N ~WN~-'ft·-- EST. NAME '-b'\v'\rk: c ·l'::f:€::t~~\_A- SITE ADDRESS -:2 J.00 rrrA '9A1 A 'v"x;;,. OWNER/BUILDER t{12 L\,2(0 \=: \;• Q;, · \ OFFICE USE ONLY Intake Date / 2 /r /z & Act. Code SO 1 3 1CT 17_r tzf., City/County Code CZ= Route Code t-:A u-~l"'-'/~/;~.,~-/~l-l~~-/~~ Field PC Staff H '<:;. 1;·1 -r_<I Plan Check #E + :f'.O,; :.. PHONE 2~°\-·;:_!\::," I ' MAILING ADDRESS -:2-200 f1"\;f\9f\"+ f'-..Vf:;. CITY Cl',\2-l.§66:0 GENERAL CONTRACTOR \_U 4'-f p\ ( Dt\-'.?[f=ljc..,\ ON-PHONE 1#-2;,\'2;.:-;sTART I I • \ P/U CONTACT ~ \-::O PHONE --:i-;4 ....-g \o:J . I DATE (~-9/'1 ~ .,Mo/Yr' ---~-----__,_ _ _.__________ . \ PLANs:0PPROVED DISAPPROVED PLAN CHECKER _-_,_~~~_1 __ 6_V_~_s ____ _ DATE · (C' cle One) (Signature) Est. RECHECK FEE REQUIRED: $ ____ _ Time ____ RECHECK APPOINTMENT DATE __ _ ENV. HEALTH OFFICE (S.D.) 1255 Imperial Ave.-3rd Flr. San Diego, CA 92186 (619) 338-2222 DHS:EHS-8.86 (8/91) EAST CO. ENV. HEALTH OFFICE 151 Van Houten Ave. Ste. B El Cajon, CA 92020-4429 (619) 441-6666 1--=-x1.1f.lLs, SAN MARCOS OFFICE 338 Via Vera Cruz San Marcos, CA 92069 (619) 471-0730 .. NOWAK-MEULMESTER & ASSOCIATF.S STRUCTURAL ENGINEERS 5830 Oberlin Drive, Suite 200 San Diego, California 92121 (619) 455-6681 BY ::5CK DATE f2il~.c. PROJECT ____________ SHEET NO.-=---OF __ ---------------------JOB NO. ~0r-1~7 A DD\T 10~ .~ \.n-\ctb foR Nai.ee:>~ ~ft(lAN. ~MHm- ~~ 1 \VbP1f1C1'1\cti NOWAK-MEULMESTER & ASSOCIATES STRUCTURAL ENGINEERS 5830 Oberlin Drive, Suite 200 San Diego, California 92121 (619) 455-6681 BY VD~ DATE 11/4b PROJECT HPb Vsff.TER.IA ' R \:~ M: l~~e.S cf H s,,, /fy)611 HC.1 Dm.[)if-\6£, -Nt;.W SiRllcrt..1 Rs:. \rE M -i::~1H6 ~c.::ruR.,p- \76~ 52. 7z..o (rfZ-oM ~1~L. CA.Lc.s) I S:3<c:O ~ -rofA L Wt-Hr ~:, 1-i. f.5F 1z_oPr..f 15""0 l'SF 2.l.~ b,2... \08. -· . . SHEET NO. A I OF -- JOB NO. Jp-137 -c::>,c:o89 :::=-Ar:;orTbHAL-0~9 % or C§-) S-r-Rt,CrU R ~ Di.- NOWAK-:MEULMESTER & ASSOCIATES STRUCTURAL ENGINEERS 6830 Oberlin Drive, Suite 200 San Diego, California 92121 (619) 465-6681 BY SDR., DATE IZ/4G::, SHEET NO. x a OF __ ________________________ JOB NO. 9~-1~7 PROJECT HP5 G:fE.11:R.!Ps: [::RA6 re (E) ~~~ (;R1D H/Oi · '!RIB, A~~\"(li)(z.c=t')-= 2.3z.Fr1. t--J'T':: ( IZ. f~ )(2s2...r,-i.) +-(24-t ~) (5)(1sPjFS~t.~ = 122.~lb « &ISMIC--=-C.4')(, )C 2..?S) 7 z. IL... I 32. K. G:::, •. 2-Y -, 5/c5··4 Hlt:fl le..Blt-. k>/2)1~ "5Mf>cDc ICC)o16 Cwp sP. 1H8P,) r LIS£ ;2.-% "cp hlL-11 Ki:rr: --=; , E::>t:.t-1D.1-1~ . of A-1-16~ e~ \1/4'' !);: I,&~ ty\ t. \.b5 JH1" . iRt.a =, D, \42.-11-1 3 ;---1/ £1 ,. ifi;cK NOWAK-MEULMESTER & ASSOCIATES STRUCTURAL ENGINEERS 6830 Oberlin Drive, Suite 200 San Diego, California 92121 (619) 455-6681 BY .=Pf?.., DATE 1-z./qe,. PROJECT tJvB? G,fer t::.12,\bs Ca-lt-1~10\-i 10 ~) B,.i..Cq, fcec_~ ~ {.£) WAU-6 ~r :-(2.1.·')(12..P~F')(,153");:. s-o,sFI-F WNJ6· ; ( b,' )( I 5 D ~ F) (, I B 'b j(:, l-J~L¼ )-L-t 4 5" F'I-~ Cc:,f'\PR.f861et-1 1\-l ~DS f-=· '-k:•o/'z. ~Ds-= Z,LB t. ~1 .. 11-IS~ i: i~·· IL.~ 1,0 · r:: Jf A I :C.. ~ 1/4 'Tfr,._ A.:: ,:rr~ rr;:-(3;_\.l.:,-. kP I')... ,?-Y --::; -;::;;:r,:;. --::::..1 (' ...,,. , ........ ?- Fc:4:; ilVS-'2. -li.-rr ~?;>) ~ :bl~r-) 2-3 ( ~J -z. f: J?_ =-Z,18 R,ac;;, >-A 11,-z. S. LV f::. ,--= '5J ro:Jri:-i ~ .=-C) r ""ti 0 5l.\ 5 f'i-.1'- Al-le:,.i...t /1 N\ ;(~.~I) (7.-'~& 8,e ~ ~::D,~· 41/2..'' 0 4 y.l.-\ ,,_ Yi. 'i--D~'. SHEET NO. 7'-3 OF __ JOB NO. :J~,..\$7' 1owak-Meulmester & Associates 3830 Oberlin Dr. Ste. 200 3an Diego, CA 92121 (619) 455-6681 phone (619) 453-3947 fax TITLE: nellcor puritan bennett DESCR: cafeteria modification JOB#: 96-000. BY:sdr @ 12/23/96 RetainPRO(tm) 2C (C)1989-91 ENERCALC --------------------------------------------------------------------------------CANTILEVERED RETAINING WALL DESIGN Pg 1 of 2 -------------------------------------------------------------------------------- ----------SOIL DATA------------- Allowable Bearing = 1,333 psf Active Lateral = 30.0 psf ..... Slope Active = 0.0 psf ..... Max. Active = O psf Backfill Slope = 0.0:1 (horiz:vert,0=Level) Passive Lateral = 100 pcf Soil Density = 110.0 pcf Soil Ht over Toe = 12.0 in ------ADDED LATERAL LOADS------- Lateral Load Acting On Stem Above Soil = 22.00 psf Add'l Lateral Load = 0.0 plf ... dist. to start = 0.00 ft ... dist. to end = 0.00 ft ------ADDED VERTICAL LOADS------ Axial DL on Stem = Axial LL on Stem = ... Ecc. (T6e side+) = Surcharge over Toe = Surcharge over Heel = Using Surcharge to resist 0 0 0.00 100.0 O.b overturning @ Heel : Yes @ Toe Yes plf plf in psf psf --------ADJACENT FOOTING-------- Vertical load = 0 plf ... Ecc. (Toe side+) = o.oo in Footing Width (perp) = 0.00 ft Ftg. CL to Wall = 0.00 ft Ftg. Base Above/Below Soil At Wall Face [+/-] = o.oo ft Footing Type Line ----------------------------WALL & FOOTING DATA------------------------- Retained Height = 1.00 ft Wall Ht. above soil = 8.00 ft Toe Width = 1.42 ft Heel Width = 2.08 ft Key Depth = 0.00 in Total Width = 3.50 ft Key Width = 0.00 in Thickness = 16.00 in Key Dist. to Toe = 0.000 ft ===============================SUMMARY================================ Pressure@ Toe = 1,147 psf Factors of Safety: Pressure@ Heel = 0 psf Overturning = 3.19 :1 Allowable Press. = 1,333 psf Sliding = 8.35 :1 Eccentricity = 7.18 in Resultant Outside Middle Third 1-Way Shear@ Toe = 2.4 psi Allowable Shear = 93.11 psi 1-Way Shear@ Heel= 0.9 psi ---------------~ ----------=--==-===-=--==-===========------============= -----------------------------SLIDING CHECK------------------------------ Ftg/Soil Friction = 0.300 Lateral Pressure = 112.4 # Soil@ Toe Not Used = 12.00 in (-)Passive Pressure= 343.4 # Factor of Safety = f 8. 35 ( -) Friction = 594. 5 # _ Add'l Force Req'd = 0 # ----------------------------_FOOTING DESIGN------------------------------ ACI 9.1 Pressure= Mu -Upward Mu -Downward Mu -Design One-Way Shear: = = = vu = vn=2(f'c)l/2*.85= Rebar CL To Edge= Depth to steel = Ru= Mu/bd~2 = Min. Rebar Ratio= ---Toe-----Heel--f'c = 3,000 psi 1,606 o psf Fy = 60,000 psi 1,397 199 ft-# Using SP@ Heel : Yes 579 433 ft-# --------Rebar Choices-------- 819 235 ft-# --Toe · --Heel #4 @ 8.89 in 8.89 in 2.38 0.91 psi #5 @ 13.78 in 13.78 in 93.11 93.11 psi #6 @ 19.56 in 19.56 in 3.50 3.50 in #7 @ 26.67 in 26.67 in 12.50 12.50 in #8 @ 35.11 in 35.11 in 5.8 1~7 #9 @ 44.44 in 44.44 in 0.0018 #10 @ 48.00 in 48.00 in Nowak-Meulmester & Associates TITLE: nellcor puritan bennett 5830 Oberlin Dr. Ste. 200 DESCR: cafeteria modification San Diego, CA 92121 (619) 455-6681 phone JOB#: 96-000. BY:sdr @ 12/23/96 (619) 453-3947 fax RetainPRO(tm) 2C (C)1989-91 ENERCALC ---------------------------------STEM DESIGN---------------------------------- (Factored values shown for concrete stems) Pg 2 of 2 <--------------Stem Designs--------------> Stem Construction Data < At Various Heights Above Ftg. > DESIGN HT. ABOVE FTG. = 0.00 WALL TYPE ABOVE HT. Masonry Thickness (nominal) = 8.00 Rebar Size = # 5 Rebar Spacing = 32.00 Rebar Placed at Edge ft in in DESIGN DATA ............................................................. . fb/Fb + fa/Fa = 0.792 Lateral Load@ Ht. = 149 MOMENT ..... Allowable = 1,094 Actual = 866 SHEAR ...... Allowable = 22.33 Actual = 1.63 Embedment Length Req'd = 12.00 # ft-# ft-# psi psi Wall Weight = 92.0 psf Rebar Depth = 5.25 in MASONRY DATA ........................................................ _ .... . f'm = 1,500 psi Fs = 24, ooot psi Grouting Full Special Inspection No n: Es/ Em = 25.78 Short Term Increase = 1.33 CONCRETE DATA ........................................................... . f'c = psi Fy = psi -------------------------SUMMARY OF FORCES & MOMENTS----------------------!-Overturning Moments -1-Resisting Moments -I Origin of Force: # ft ft-# # ft ft-# Heel Active Press.= Soil over Heel = Toe Active Press. = Soil over Toe = Sloped Soil@ Heel= Adjacent Ftg. Load= Surcharge@ Heel ~ Surcharge@ Toe = Axial Load on Wall= Load@ Proj. Wall = Averaged Stem Wts. = Added Lateral Load= Footing Weight = Key Weight = Vert. Componant of= Active Press. TOTALS = 82 -82 0 -64 176 0 112 0.78 0.78 0.00 1.17 6.33 0.00 64 -64 0 -74 0 1,115 0 1,040 155 156 0 0 0 142 0 828 700 0 0 1,982 2.79 0.71 0.00 0.00 0.00 0.71 0.00 1.75 !--->> Distances from front edge of footing bottom (not key) 434 111 0 0 0 101 0 1,452 1,225 0 0 3,323 " ASCPACIFIC I B-36 -Allowable Reactions (plf} · : ,. Bearing Length_·:f-._::.<: ·:: . ." ·._,:-.· Gauge 1" 1 1/2" . 2" 2 1/2" 3" 3 1/2" 4" 22 416 468 520 572 625 677 729 1007 1103 1213 1363 1513 1663 1813 20 700 776 853 929 1005 1082 1158 1495 1617 1739 1897 2088 2280 2472 18 1443 1568 1693 1818 1943 2068 2193 2734 2909 3084 3258 3436 3710 3985 16 2434 2608 2782 2957 3131 3305 3480 4350 4578 4806 5034 5262 5490 5786 1. The top value reflects the allowable reaction at the panel end supports. 2. The bottom value reflects the allowable reaction at the interior supports. 3. Values are in pounds per linear foot. • /01 1 3/4" o 4 Welds • 7 Welds . )<;6 B-36 Roof Deck 6" 36" -------~ The B-36 profile has been "enhanced" via physical testing to give you the highest dia- phragm shear values of any of our prior B-series profiles. These values are also among the highest in the-industry. Nestable sidelap condition available; coverage equals 35 1/4". B 36-Section Pro erties Weight (psi) , S+ S- Gau e Galv ln4 ln3 ln3 22 1.68 0.178 0.180 0.195 2.04 0.220 0.235 0.246 18 2.70 0.302 0.321 0.336 16 3.36 0.379 0.407 0.415 1. Section properties are based on minimum 38 ksi steel (Fy) . .. . . B 36-Allowable Total (DL + LL) Uniform Load (psf) Span . . .. Span Gauge . . .. .. . . . . . (8·~ . .. .,. ......... -. Condition ,. 5'0" · · 5'6" 6'0" 6'6" 7'0" 7'6" 8'6" 9'0" 9'6" 10'0" 22 Stress 109 90 76 65 56 49 43 38 34 30 27 Deflection 93 70 54 42 34 28 ..23 19 16 14 12 (2~ Stress 143 118 99 85 73 64 r 56 ' 49 44 40 36 Single Deflection 115 87 67 53 42 34 28 ~ 23 20 17 14 Span 18 Stress 195 161 136 115 100 87 ~ 68 60 54 49 Deflection 158 119 92 72 58 47 39 32 27 23 20 16 Stress 247 205 172 146 126 110 97 86 76 69 62 Deflection 199 149 115 90 72 59 49 40 34 29 25 22 Stress 119 98 82 70 60 53 46 41 37 33 30 Deflection 119 98 82 70 60 53 46 41 37 33 28 20 Stress 150 124 104 89 76 66 58 52 46 41 37 Double Deflectipn 150 124 104 89 76 66 58 52 46 41 35 Span 18 Stress 204 169 142 121 104 91 80 71 63 57 51 Deflection 204 169 142 121 104 91 80 71 63 56 48 16 Stress 252 209 175 149 129 112 99 87 78 70 63 Deflection 252 209 175 149 129 112 99 87 78 70 60 22 Stress 148 122 103 88 76 66 58 51 46 41 37 Deflection 148 122 102 80 64 52 43 36 30 26 22 • 20 Stress 187 155 130 111 95 83 73 65 58 52 47 Triple Deflection 187 155 126 99 79 65 53 44 37 32 27 Span 18 Stress 255 211 177 151 130 113 100 88 79 71 64 I Deflection 255 211 173 136 109 89 73 61 51 44 37 16 Stress 315 261 219 187 161 140 123 109 97 87 79 Deflection 315 261 217 171 137 111 92 76 64 55 47 1. Stress based on allowable flexural stress of 22.8 ksi. 2. Deflection based on maximum deflection of U240. 3. Adequate bearing must be provided. 4. See page 27 for General Notes. 3 < . • esw+ I J:=7 ~·:r:;~:2w 8-36 Roof Deck ASCPACIF/C • . . . ....... . . .. -. B 36-Allowable Diaohraom Shear la\ and Flexibilitv_Factor IF\ . -. . .... · t~~8f.~}t;;i;~~iti1~~;: _No.~t -~:,,;':}.::_~ . .. · .. :.:..,: : .. _, · ·.· •. -. :,,•,.::,: ' .. · .• ,.-;·:,-·-'Scan·:-.-----~-•., ' ~ .. :,..~ . ·. _:_ .. :, ... Gauge Puddle· ~;-~~t; \/{s·9<;_'._.;._· //;_:_?f?) ,,; '(,.?'9.~ .. '.:,;::z_· ·;-;:;::s·o·~_·:-~: · :· ··\i·o·, .. .. ~ {:z.·---/ -Welds·· ;~~-~s·: -:, 10'0" ..; : -.. ·: . --:----· Button Punch 12" o.c. 4 q 320 320 320 320 310 280 F 14.5 +222R 14.7 + 185R 14.8 + 159R 15.0 + 139R 15.2+123R 15.4 + 111 R . . q 260 260 260 250 250 220 24" o.c. 4 F 17.4 + 222R 17.6 + 185R 17.9+159R 18.1 + 139R 18.4+123R 18.6 + 111R Top Seam Weld 12" o.c. 4 q 360 360 360 360 360 360 F 6.9 + 222R 6.1 + 185R 5.7 + 159R 5.4 + 139R 5.1 + 123R 4.9 + 111R 24" o.c. 4 q 280 280 270 270 270 270 F 8.1 + 222R 7.2 + 185R 6.6 + 159R 6.2 + 139R 5.8 + 123R 5.6 + 111 R Side Seam Weld 12"O.C. 4 q 519 492 473 458 447 438 F 7.1 + 222R 6.6 + 185R 6.2 + 159R 5.9 + 139R 5.7 + 123R 5.5 + 111 R 24" o.c. 4 q 337 309 290 276 264 256 22 F 9.5 + 222R 8.9 + 185R 8.4 + 159R 8.0 + 139R 7.7 + 123R 7.4+111R Button Punch 12" o.c. 7 q 570 570 560 500 450 410 F 13.8 + 56R 14.1 + 46R 14.3 + 39R 14.6 + 34R 14.8 + 31R 15.1 + 28R 24" o.c. 7 q 510 500 500 450 400 360 F 15.2 + 56R 15.5 + 46R 15.8 + 39R 16.2 + 34R 16.5 + 31R 16.8 + 28R Top Seam Weld 12" o.c. 7 q 700 700 690 690 620 560 F 12.5 + 56R 11.1 + 46R 10.0 + 39R 9.2 + 34R 8.6 + 31R 8.2 + 28R 24" o.c. 7 q 610 610 600 600 540 490 F 13.9 + 56R 12.3 + 46R 11.1 +39R 10.2 + 34R 9.5 + 31R 9.0 + 28R Side Seam Weld 12" o.c. 7 q 596 555 525 504 487 t 473 F 6.9 + 56R 6.5 + 46R 6.2 + 39R 6.0 + 34R 5.7 + 31R 5.6 + 28R 24" o.c. 7 q 414 372 343 321 304 291 F 8.8 + 56R 8.4 + 46R 8.1 + 39R 7.8 +34R 7.5 + 31R 7.3 + 28R Button Punch 12" o.c. 4 q 420 420 410 410 380 350 F 11.0 + 129R 11.2 + 107R 11.3 + 92R <. ~ ---11.7 + 71 R 11.8 + 64R --24" o.c. ( 4) q 340 340 340 .If 330 ~ 310 280 p--F 13.0 + 129R 13.2 + 107R 13.4+92 13.6 + SOR 13.8 + 71R 14.1 + 64R Top Seam Weld 12" o.c. 4 q 450 450 450 ..... v 440 440 F 5.4 + 129R 5.0 + 107R 4.6 + 92R 4.4 + SOR 4.1 + 71R 4.0 + 64R 24" o.c. 4 q 340 340 340 340 340 340 F 6.4+129R 5.8 + 107R 5.3 + 92R 5.0 + SOR 4.7 + 71R 4.5 + 64R Side Seam Weld 12"O.C. 4 q 805 756 721 694 674 658 F 5.9 + 129R 5.5 + 107R 5.3 + 92R 5.0 + SOR 4.8 + 71R 4.6 + 64R r'-. D 24" o.c. 4 q 543 494 458 432 412 395 > 20 F 7.7 + 129R 7.3 + 107R 6.9 + 92R 6.6 + SOR 6.4 + 71R 6.2 + 64R ) ~ Button Punch 12" o.c. 7 q 740 740 710 630 560 500 F 10.4 + 32R 10.6 + 27R 10.8 + 23R 11.0 + 20R 11.3+18R 11.5 + 16R - 24" o.c. 7 q 670 660 640 560 500 450 F 11.3 + 32R 11.6 + 27R 11.8 + 23R 12.1 + 20R 12.4 + 18R 12.6+16R Top Seam Weld 12" o.c. 7 q 900 890 880 840 750 680 F 9.6 +32R 8.5 + 27R 7.8 + 23R 7.2 + 20R 6.7 + 18R 6.4 + 16R 24" o.c. 7 q 790 780 770 740 660 600 F 10.6 + 32R 9.4 + 27R 8.5 + 23R 7.9 + 20R 7.4 + 18R 7.0 + 16R Side Seam Weld 12" o.c. 7 q 939 865 812 773 742 718 F 5.7 + 32R 5.4 +27R 5.2 + 23R 5.0 + 20R 4.8 + 18R 4.7 + 16R 24" o.c. 7 q 677 602 549 510 479 455 F 7.0 + 32R 6.8 + 27R 6.6 + 23R 6.4 + 20R 6.2 + 18R 6.0 + 16R 1-The allowable diaphragm shears "q" are listed in pounds per linear foot (pit). 2. See page 27 for general notes. 4 ... I' I I I I ·1 I I I I I I, I I I I I I -, NOWAK-MEULMESTER & ASSOCIATES STRUCTURAL AND CIVIL ENGINEERS - STRUCTURAL CALCULATIONS NELLCOR PURITAN BENNETT Cafeteria Expansion NMA Job No. 96-137 5830 Oberlin Drive, Suite 200 San Diego, CA 92121 (619) 455-6681 V ·, .. · . :-·· 1------------ --~· ~~ ~~~~~&ASSOCIATES ····:-:·=··_/\: _;,.\ J..\ 5830 Oberlin Drive, Suite 200 · --------{ ·· 1 · .. _4'.\ ~ ·. _ ·_ Sa_n.Diego, .. Ca,lif~rnia 9,~_121~~--~:~---..... -.. · : .. ···_· .... (619) 455-6681 · .. :.··.:+~:.··:) . . ~y Eu -··:~ATE . l ~-, ~-;;; -·=-.;~~;~~~·:=.--u·p·~= :zA/c?rr.~r-A ._. . A. t)D, SHEET NO. . OF ...... -· ----·--.. _, .~_:_·~-· _·_. ____ ;_ ___ .. ,_., __ ~----··_:-·~---·----... ·: ...... i. . .... ----· ---. ·; . ·· .. · ... --~ .. : ___ ,, ______ .-·~--..... :JOB NO.···· 9 (,,, -I~ 7 -·-· · __ -_· .. _,·_· '. · .. · ---.. -· ~"· ... -·····-·------· ---··------··----· -----··· . -. --·-·-. . . , -·--· --:--~· . ·1 . . -·. . . --. --· -.. ---. -:·. :. . ' ......... 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California s2,21 (5iS) ~55-5561 ·---[ 1/4\T/~ 1·:;?\ :.;;-::'.} BY PD DATE ["'2._/. "¼' PROJECT ui=>o-C.AP ~Te i2 t II 1(Pu SHEET NO. T OF_ 1: J _· ____________ B_A_S_IS_F_O_R_D_E_S_I_G_N_-____ JOB NO. 9&~')-=, I I I I I I . -.-::1 .- ·,, ~ -! ·.· .. · I I I I I I I·.:: . ' -.:!J I ..... - I GENERAL Governing Building code(s)-19,4 Uniform Building Code Other: .·. SO:I:LS Building Type: sTSf:L f¼PbtTlolJ Design Live Loads: Roof: Uniform load: ""2.6 Reducible? ~t=5 Floors: Unifonn load: Reducible? -concentrated load: -Other: Seismic Design ~riteria: Zone Factor(Z):~O=----14..__ C Factor: "2 ... -=, S-- ·· Il'Ilportance Factor (I) : {. O Rw Factor: t2-:, --=-----ct Coefficient: Site Coeff1c1ent(S): -------- "ind Desicm criteria: Exposure: c.. Basic Win....,d_S __ p_e_e_,,,d: ,10 Deflection Criteria: Roof: L/ 2.40 (TL) Floors: L/ -(TL) Exterior Walls: L/ 210 Interior Walls: L/-=====-- I:mportance Factor: l, 0 lllph L/ ___ _ L/ - (LL) (LL) psf psf lbs Allowable Bearing Pressure: IOc:,O psf Minil!lum qepth of footing: A-g inches below lowest adJacent p~D grade Increases in allowable bearing pressure: Transitory loads: --. -----------------Depth of bearing: -Width of footing: _____ -------------- Equiv. fluid pressure (active): -psf per foot Factor for restrained retaining wall: __ --________ _ Surcharges: ..- Equiv. fluia pressure (passive): Coefficient of friction: - -psf per foot (alone) . (when cb:mbined with passive) I. I.-:--. -~{) ·:'0· .::,_) I I 1· I I I I I I I I I ·-.)_ ·,.:,:.:) 1···-:_y I : ,- BY tsD DATE :,..."Q\\'-\.K-~1ELL\1ESTER & .-\.S__q}CL-\TES S1r-UCiURAL ENGINEERS $e30 Ot>erlin Drh·e, Su:le 20::> San Diego. California 22,21 1~l, <=,:, FROJEcT µPB -c. fl r= ~ Tc i2 1 fl SHEET NO. JI ! OF_; ... BASIS FOR DESIGN JOB NO. ~ ~ t ~ °=j ------------------------------ . .· ~ . . CONCRETE Reinforcing: Deformed Bars: ASTM A615 Grades: # 3 & ~ 4 : b t2. A DE t{6 Welded Wire Fabric: ASTM A185 #5 & larger: C::,'K.!f-01:-(eO Welds for reinforcing bars: Grade 40: E70XX Electrodes Grade 60: E90XX Electrodes Concrete strenoths at 28 days: Foundations: z.~o osi- Slabs on Grade: 2.soC:: psi Walls and ColUL.-ms: --nsi Structural Slabs and Bea~s: Tilt-up panels: ___ psi --- Topping over -: psi Other: .------------------:------------------·----. ---------------·---- d-Post-Tension Reinforc~na: Dsi psi psi psi "AS'Di A416 Fou= --osi Temporary Stress to Overcome Friction: r-- ~..nchor Stress: ____ psi ---- Effective Stress:--.-~---psi Elongation: ____ inches per foot psi CONCRETE Y..ASONRY :Reinforcina: Deforned bars: ASTM A615 Grades: ~3 & i4: ------?,5 & larger:_-__ _ Weld~ for reinforcing bars: Grade 40: E70XX Electrodes Grade 60: E90XX Electrodes Masonry Mortar: Grout: SJ?ecial Units: Mediun ~ei~ht, ASTM C90, Gr. N-1 Type 11 S 11 confonning to UBC table 24-A Compressive strength: 1800 psi at 28 days Compressive strength: 2000 psi at 28 days Inspection :Required -~~t~: ___ ,---__________ _ •• Ins:gection Fm ·.E§ Fv U(bond} E YES . psi psi psi psi psi . NO psi psi psi psi psi I ,_~);; G) i, ~-••• j I I I I I I I -· .. ' l; .. -~-r·) . ,: _ .. ·' I I I I I I I:-,! 1'3 I BY \3P. DATE ., .. ~D\ \'..\K-:-. 1 ELL\ 1 ESTER & .-,S .... C..OCL-\ TES SiRUCTURAL ENGINEEP.S 5a30 Oberlin Drive, Sul1e 2::>:> San Die~o. California !?2,21 \."l{~c;.. PROJECT t..:>Pi3-LAF€T.C'IZ 1 A ADL:> SHEETNo.--.,Il:::,-OF. _______ ..._ _____ B_A_S_I_S_F_O_R_D_E_S_IG_N ____ JOB NO .... ,'-=:U';:::;..•..:..i(J~----1 STEEL structural steel: ASTM A ~ , Fy= 3'q0::0 ps ~ ASTM A , Fy= -. psi Bea1ns: Girders: Wide-flange Colmnns: ASTM A------, Fy= ____ psi TUbe Shapes: Pipes: Bolts: Anchor Bolts: Other: Welds: ASTM ASOO, GR. B Fy= 46,000 nsi ASTM A53 ,GR. B Fy= 36,000 psi ASTM A 30"9 ASTM A ~o:z ASTM A ____ , Fy= ____ psf ASTM A -, Fy= -psi E70XX Electrodes Metal Deck: ASTM .?i.4 4 6 or A611 Location of Galvanized: 'Rpo.P Location of Painted: --...i.=~..;.:,_ ______ _ Location of Vented: _.., ------------ Welding of ~etal deck: E60XX Electrodes Liaht Gauae steel Framina: studs: 14 and 16 gauge: ASTM A570, Grade so 18 and 20 gauge: ASTM.A611, Grade c Track: 14 and 16 gauge: ASTM A570, Grade 30 or 33 18 and 20 gauge: ASTM A611, Grade c ..... I I I I NOWAK-MEULMESTER&. ASSOCIATES. STRUCTURAL ENGINEERS -I 6830 Oberlin Drive, SUite-200 ----·-j---· -1 -. · - -_San Diego, Ca~fc,r_i:!ia __ ~2}~) -_::--:=-_::_·_ · __ •: ___ -_:==-·= _:_· (6191 455-6681 I r ---1~---.'-·-------~--· ----------!-.J._-'-:-·-... -- B~: i:31)::= oATE ,,-; ½ ---_ PRoJEcT; · ru P B--t.,-11-f e:r en, A sHEET No. _ _._I_-_ oF __ _ --:========-=1=7=· -=--=--·=·--=· =· ·=· =··==: ·=--=-=·-=-=· ==-·=--=;--=:·=--·=· ========-=--=---JOB NO,,-=·L.!.90~-~:.:.!-/::.,,-S!.:.·7-.t:::::=.-=====---i- ---~- I ' I -·-1--------------~,------------r-i--------·- . ~ --;··-. ·----~-------· '·-··-i,: _____ , --------·-'-·,; -·,--' ----1 I ,- ' -. 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' i • ! . • C • • ' --·-----·-----~-------~ ···--· ~--- I I NOWAK-MEUI:.M:ffiTER·& ASSOCIATES STRUCTURAL ENGJ:llffiERS __ . 5830 Oberlin Drive, Suite 200 -- San Diego, California 9_2121----· (619) 455-6681 ' I I • --f. , ' -! --r -,-' BY. B Ti-DATE ___,_l-="2..-...,../-", .. ~--=b'--. PROjEcTT. N P~(3 __ ~ .. _L A~F ITe ii-A A Du SHEET NO. ---'5=--OF __ _ 1~~k::::;:===========::::::;==,::::;;=::::::;:::;::;::::;::::::::::_~_=_::::::: __ :=:_======:::;==============-...:J~O~B~N~Q~--=·9=@~·-=~·=t~=-:======= I I I I I 1--- -1 I -1 I I ·1· ' T ~,--.: .... 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L ______ -_j =~-=----___ :~ ~:-~~~---_-_-___ -~-~-o----_ ~ =~~ ~-=-~~:-~=-~~-~~~==-~~~~~:: ·-------:----' --------. _._ -----------------------! . ---_______ .. ____ . ____________ . -----------· ·------------------. ---·--_____ ; __ _ f f: ~ ~--.... ·=-. ~. -.. . . .• ...... -----···· --------- . _f_ ___ -----l=---1=1 ___ ,_J __ f . .t .. t --1 --T --·---------.. .. ---·--'"!,--' .. ------. ---·-. ·---+·· -·---------------7--------,----: ; :-----·--------'-------------------------------------- I I I I I I I I I I I I I I I BY NOWAK-MEDI.MESTER &-ASSOCIATES - STRUCTURAL ENGINEERS - 6830 Oberlin Drive, St..iite 20() __ , ----·--! San .Diego, California ~2121 -----· __ __:_ -·j (619) 455-6681 i T~-1 .----· -1··--.-1--·--,.···i -·-;-;-;---:-·· i 1- DATE _.,__,l "2.=-.i/c...: __ 9<...;0:;c__ PRO_J~~~~-~-A'J. 1'6f}~: .. 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NOWAK-MEULMESTER&ASSOCIATES -· . ~' STRUCTURALENGINEERS -6830 Oberlin Drive; Suite 200 .. ~-t --~ :~a.n.C?iego,_Ce!ifo_r!li_t:!_9,?J_~1 -_: ::_ __ :: .... • ~ ·~~ _-_·=·-:-:_(619) 455-6681 l DATE \'2./90·--_PRO~E<;:I':·-upa---ct1:f'ct:e/2-LA A-DP, .. r 1 \ ---·, -,---;--·---·-··-· -----~---···-.. ------~---.. -i l .• ----• ---- . .... -· -. . ----· -----i---_______ .._ ----. ---· -l ---,-- . ·_ . ~-s--· -----j . . . ----------L --. -. --S 'f' A I.JD it~ l.. . ,1 &-1 fl L-____ iv D ... ----, .. I?,:Jf ?-.-------; -----.... ----· - ______ £ ______ ------~----------· ·-· ---+----------~------------· ---·-.:, · ... I .. ---------·----• ·-•-•·---~ , f , I ------· ·------:_. _________ I ____ · ____ · __ -.:7 ___ ---· -__ -: --....... . -:' -__ _, ____ -__ ;_.t ________ ·---.:~--~-.:. _ _-I I I I I I I I ·I- ----T7- r~ @ J I I r2.. -o & SHEET.NO. I & OF __ _ -· JOB N0.--90-• I 3_ :;:_ :_· --~----:·-·--·- ' ·-· ""j. I I I I I I I I I I I I I .I I . NOWAK-MEULMESTER & ASSOCIATES STRUCTURAL ENGINEERS · --·--. - 6830 Oberlin Drive, Suite 200 · ----·-J · · · San ~iego; Cal~f«;>rn~a_ 9,2_1_21:-.~~:::=~-:-~--:: J__ .. ··_·:·_.'. --~-(619) 466-6681 ·-t··--· ----~:--~-----.,, -,-.---1--i--------·-,---. ·--·i· ·-·-------. - · BY B b -· DATE · · , ?,./ O)er · P..R._O~E~T: ··· v ,.., 13--;;;: c ~ Ee rs iGt f:\ -/~ DD, ___ -_ _:=---~-'-----·---·-·-· ___ . ··------·-·-1-----~1--:··--------i--· -----·---------- ----------------____ ........ ---+--_: _________ . ______ ;_, _______ t··- ---------------------·---·---------------. ' --•• ---·------______ ;____ ,-. ----.'--t----OH•••••••• • • • •• • ' ---------------1---, ---------·--· --~ ·1· ·,-·· - -· ----------, ·----· --______ , ------------·-· --··- SHEET NO. I~ OF --- .. JOB No: .. _ 9fo • l ;\ 7--··__:_ __ _ u,:,,,----4-,-.; la---· TD-,i'L-le·---'--~l:.Jt>·...;.;,~;. ..... --,,--<fJ#-r-r------(-l-1-to ""-cr,,:c:-, .. c.._/'i _ . ./C. .. ,-:.!. .. 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' . --- ---• • -~ -• --•-··----·----/___ I ---''-------! --·~---' ._'-~-----' J-~-·---ii~:_J-+-_; ~4-0-·----· i __ i ·---·. __ ,_ ... ·---~--, +~~--:-~/ ~-:.-:--~ :;-·-.... !-' : _ ,_ --:-""7·-~-:j-::· 7 .:::+~·J-~·::·+t~-~r!:·,·h-·;~-~ :.·-< __ . --···.---··-:;.. ·'·· .. --'--··--· -· --, _, 1· -, ,,-------,· ··-· -,··-,-·-··-··, •, · ,;:3.l..:7:-: I :~1 :--·-1··,.-, .··· ;---·· ··,·:· . t .•• -·-·,-·-;-· .~ _;T __ ;_ '·t:J-:}_-4-~~lf-j:~--'. ___ ,~-L~----~ ------·-" f--.. I I I I I I I I I I I I I 1. .-_..) J) I ' -' ' ' . . . -=--. '.: ';• . . -----. BUGLE HEAD -S8..F DRILLING for drywon ollochmcnl lo melol studs ond joists. Also used for ollochin~ cobinels through gypsum boord end insulolion boord. l.!elol thickness -20, 18 16 ond 14 gouge. BUGLE HEAD for drywoll otlochmenl lo mctot studs ond joists. Also used for ollochin~ cobincls through gypsum boord end insulolion boord. Uelol thickness -25 end 20 gouge. . . WAFER HEAD -S8..F DRILLING for melol lo mclol framing connections when drywall, plywood end other similar woll molcriols ore used on mclol studs ond joists. l.!etol 'lhiclcness -20, 18, 16 ond 14 gouge. .. WAFER HEAD For mclol to melol framing connections when drywall, plywood end other similar well molcriols ore used on mclol studs and joists. Uclol thickness -25 and 20 gouge. HEX HEAD -SELF DRIWNG for olloching slecl dcclc, backup plolcs, door fromes, lathers chonnel lo metol framing end structure! connections. l.!clol thickness -20, l 8, 16 ond 14 gouge. PAN HEAD -SELF DRWNG for olloching slecl deck, boclcup plates, door frames, !others channel lo metol lroming end slruclurol connections. Mctol thickness -18, 16 ond 14 gouge. ~ No. 12 No. 10 No. 8 No. 6 {d=0.209") (d=O. lBS) {d=0.161") (d=0.1.35") Sheer Pullout Sheer Pullout Sheer Pullout Sheer Pullout 25 74 50 69 ·H 65 39 60 32 20 185 92 173 81 163 71 149 60 18 . 276 120 258 105 242 93 222 78 .. 16 .387 151 36.3 132 341 116 N/A N/A 14 548 190 513 166 N/A N/A N/A N/A l.lin. (dge Dist. And _11/16" 9/16" 1/2~ 1;2· O.C. Spocing ; Noles: 1. All values based on connected ports hoving a minimum yield stress, ry=.33 ksi ond o minimum ullimole stress, fu=45 ksi. 2. When connecting moteriols of dilferenl gouge thickness. use loads shown for !he fighter gouge. 3. Appficd sheor loods moy be multiplied by 0.75 for wind or eorl.hquoke loads per AISI M.4, 4. for screws in tension, lhe heed of the screw, or washer if provided, shell hove o minimum diometer of 5/16 inch, 1, I I-~-. •••• !- I I I I I I I .,. I ·.· I I I I I I I .. !··· · ... t; . I ,,,~ I -z..o Page 5 of 1 O Report No. 2388 TABLE4 ALLOWABLE WORKING VALUES IN NORMAL•WEIGHT CONCRETE FOR LOW VELOCITY FASTENERS1.2,5 CONCRETE STRENGTH (Pounds per SQuare Inch) SHANK KINIKUH DESCRIPTION FASTENER DIAK. EMBED 2000 3000 4000 6000 TYPE (inches) (inches) TENSION SHEAR TENSION SHEAR TENSION SHEAR TENSION SHEAR 5/8 ------------------45 60 3/4 70 90 90 105 110 125 75 95 Dome-head X-DNI 0.145 Nail l 90 140 120 160 155 185 130 195 l 1/4 125 180 155 220 185 260 215 265 1 1/2 165 225 190 280 215 335 ------ 3/4 55 90 70 105 90 125 ------Dome-head X-ZF" 0.145 Nail 0.138 1 80 135 105 155 130 180 ------ 1 l/4 125 190 150 220 180 260 ------ 3/4 45 90 ------------------Flat-head X-CF 0.138 Nail 1 55 130 ------------------ 1 l/4 120 175 . ------------------ Heavy-duty X-ALH 0.177 3/4 ------------------75 95 Dome-head Nail l 1/4 ------------------215 265 Knob Nail NK 0.145 l 1/8 90 160 115 225 145 265 ------ Dome-head OS 0.177 1 7/16 150 250 205 285 275 330 ------Hail Dome-head x-0.138 3/4 ---------90 ---90 ------Nail ZF22PSr 718 ------------105 --------Eye Pin TB 0.158 11/16 ------------125 --------- 1/4-20 Threaded l.'6 0.145 11/8 90 160 115 225 145 265 -----Stud 3/8-16 Threaded l.'10 0.205 1 1/4 220 390 280 445 345 500 ------Stud Flathead Track X-DE20T 0.125 5/8 45 75 ------------------ Hail Stainless --Steel X-CR 0.145 1 ------95 200 190 200 105 200 Nail - 'The allowable shear and tension values are for fasteners only. Wood or steel members connected must be investigated in accordance with accepted design criteria. 'For concrete strengths not listed between the limits shown, working values may be determined by linear interpolation. 3X-ZF fasteners in 9/16 inch and 2 7 /8 inch lengths t,ave a 0.145-inch-diameter shank. All other X-ZF fasteners have a 0.138-inch-diameter shank. 4Allowable values are for normal-weight concrete. Fasteners are driven through No. 14 gage (0.0747-inch bare steel) maximum thick sheet metal and are limited to fastening steel floor or ceiling channels to concrete for interior nonbearing walls. 5Equivalent metric quantities are in Table 10. I I I I I I I I I I I I I I I I I I I Page 2 of 8 Report No. 2274 TABLE NO. I-PHYSICAL ANO STRUCTURAL PROPERTIES OF STRUCTURAL STEEL FRAMING1 Allowable Re. tt Lip Depth Flange Norn· Thick• Net Wt. Net Bending Moment Column section in. in. In. inal ness Lbs. Area Stress Mxx Factor I in.• Section Designation L D F Gauge In. per Ft. Sq. In. lb psi In. Lbs. 11 --·· --'WCS' Punched #158 Cee Studs and Joists, 1%" Flange 8WCS14 !er 8 1% 14 .075 2.592 .698 28,720 53,480 .616 7.446 8WCS16 rlr 8 1% 16 .060 2.069 .563 26,800 40,43_0 .568 6.038 8WCS18 !er 8 1% 18 .048 1.655 .453 17,560 21,410 .564 4.876 6WCS14 !1r 6 1% 14 .075 2.071 .549 30,000 36,540 .729 3.65-1 6WCS16 n 6 1% 16 .060 1.652 .444 29,210 28,920 .675 2.970 6WCS18 !1r 6 1% 18 .048 1.321 .358 19,180 15,360 .670 2.403 -, 6WCS20 % 6 1% 20 .036 .991 .257 17,570 10,200 .600 1.740 4V•/CS14 !1r 4 1% 14 .075 1.765 .474 30,000 21,140 .882 1.410 4,'VCS16 !ir 4 1% 16 .060 1.407 .384 30,000 17,240 .826 1.150 4'\VCS18 !er 4 1% 18 .048 1.125 .3JO 20,000 9,330 .819 .933 x-i--X 4WCS20 % 4 1% 20 .036 .843 .221 19,730 6,700 .746 .679 362WCS14 rlr 3% 1% 14 .075 1.736 .465 30,000 18,590 .916 1.123 362WCS16 !1r 3% 1% 16 .060 1.383 .377 30,000 15,170 .860 .917 LJ 362WCS18 rlr 3% 1% 18 .048 1.106 .304 20,000 8,210 .853 .744 362'\VCS20 % 3% 1% 20 .036 .812 .208 20,000 5,950 .780 .539 250WCSl6 o/i6 2½ 1~'8 16 .060 1.318 .313 30,000 9,570 . /78 .379 325WCS16 o/16 3¼ l¾ 16 .060 1.471 .357 30,000 13,500 .514 .705 350WCS16 o/i6 3½ 1¾ 16 .060 1.522 .372 30,000 14,910 .538 .840 250WCS18 9/J6 2½ I¼ 18 .048 J.068 .254 20,000 5,220 .773 .314 325WCSI8 o/i6 3¼ l¼ 18 .048 l.J90 .290 20.000 7,360 .547 .580 350WCS18 o/i6 3½ 15h 18 .048 1.242 .302 20,000 8,120 .536 .690 'WFS' Punched #138 Wide Flange Stucis, 1 %" Flange 6WFS16 6 13/ 16 .060 1.425 .360 .19,180 14,890 .437 2.328 ,s x-f x 6WFS18 6 1% 18 .048 . 1.140 .289 12,580 7,870 .427 1.877 4WFS16 4 1% 16 .060 1.182 .300 19,180 8,500 .547 .887 4WFS18 4 1% 18 .048 .946 .241 :12,580 4,510 .534 .717 362'\VFS16 3% 1% 16 .060 1.172 .293 19,180 7.470 .572 .706 362WFS18 3% 1% 18 .048 .938 .236 12,580 3,960 .558 .571 250WFS16 2½ 1% 16 .060 .922 .226 19,180 4,480 .649 .292 250WFS18 2½ 1% 18 .048 .737 .182 12,580 2,390 .635 .237 ·-----... -'SFS' Punched #100 Standard Flange Studs, 1" Flangettt 6SFS16 6 l 16 .060 1.267 .315 25,160 16,200 .512 1.932 xfx 6SFS18 6 l 18 .048 1.014 .253 16,430 8,550 .498 1.560 4SFS16 4 1 16 .060 1.025 ·.256 25,160 8,960 .662 .712 4SFS18 4 l 18 .048 .820 .206 16,430 4,740 .644 .577 362SFS16 3% 1 16 .060 1.002 .248 25,160 7,820 .698 .563 362SFS18 3% 1 18 .048 .802 .200 16,430 4,140 .680 .457 250SFS16 2;1z l 16 .060 .767 .181 25,160 4,530 .822 .225 250SFS18 2;2 l 18 .048 .614 .146 16,430 2,410 .801 .183 'T·16' Unpunched 16 Gauge Tracks, 2%2" Flange 8Tl6 81'\r ri; 16 .060 2.044 .587 25,870 27,430 .402 4.341 X 6Tl6 6t\r s~ 16 .060 1.627 .467 25,870 17,500 .496 2.093 I I I 4Tl6 4tlr f.~ 16 .060 1.210 .348 25,870 9,640 .642 .780 362Tl6 3{il s! 16 .060 1.132 .325 25,870 8,390 .678 .618 250Tl6 2H .:>l>. 16 .060 .892 .258 2-5,870 5,090 .806 .264 X :J:t 'T-18' Unpunched 18 Gauge Tracks, 2%2" Flange X 6Tl8 6t'\: g~ 18 .048 1.302 .375 16,940 9,250 .483 1.689 4Tl8 41"11 !f9 18 .048 .968 .279 16,940 5,110 .625 .631 I I I s:I 362Tl8 3li! s~ 18 .048 .906 .261 16,940 4,450 .660 .501 X 250Tl8 2H g! 18 .048 .714 .207 16,940 2,710 .786 .215 'T-OL' Unpunched 16 Gauge_"Oeep Leg" Trac-ks, 1½" Flange* 8Tl6DL Bili 1½ 16 .060 2.254 .658 : 14,730 19,850 .292 5.514 X 6Tl6DL 6t"« l½ 16 .060 1.837 .538 14,730 13,150 .349 2.760 ~ 4Tl6DL 4t'li l½ 16 .060 1.420 .419 14,730 7,620 .429 1.082 362Tl6DL 3{iJ l½ 16 .060 1.342 .396 14,730 6,710 .447 .868 X 250Tl6DL 2U P/2 16 .060 1.107 .329 14,730 4,240 .500 .387 'B-18' Unpunched 18 Gauge Bridging, 1%2" Flange0 t 6Bl8 51:1 ~ lf'lz 18 .048 l.~02 .375 14,940 8,170 .473 1.589 X '" I I I 4Bl8 3tff h'\r 18 .048 .968 .279 14,940 4,430 .608 .565 362Bl8 31'1r lil'\r 18 .048 .906 .261 14,940 3,830 .641 .441 X 250B18 2-r'a h'\! 18 .048 .714 .208 14,940 2,240 .747 .174 WCS-Wide Cee Section or Wide Cee Stud. WFS-Wide Flange Stud. SFS-Standard Flange Stud, T-TrJck. Dl.r-Deep Leg. B-Bridging. • 18 gauge also available.•• 16 gauge also available. t Use one size smaller bridging for all Cee studs and joists. tt Net area shall be used with Q to dctcnnine column strengths. Axis X·X sin.• 1.862 1.509 1.219 1.218 .990 .801 .580 .705 .575 .466 .340 .620 .506 .411 .297 .319 .450 .497 .261 .368 .406 .776 .625 .443 .358 .389 .315 .233 .189 .644 .520 .356 .288 .311 .252 .180 .147 LOGO .677 .372 .324 .197 .546 .302 .263 .160 1.347 .892 .517 .456 .288 .547 .296 .256 .150 ttt Two SFS Muds, back to back, are required al all vertical typ,um wallboard joints in order to pr<ll'idc an adequate anachmcm ~urfacc for the wallb<>ard. 'The sections must be checked to cn,urc th:il web nipplinc will not tm-crn the dc,ign. See additional "Note~ for Tables." l'afc X ofthi, r,·porl. Axis Y·Y r in Gross I in.• Area 3.265 .234 3.273 .193 3.280 .158 2.580 .202 2.586 .168 2.592 .137 2.601 .090 1.724 .178 1.730 .147 1.735 .121 1.752 .080 1.554 .174 1.560 .144 1.565 .118 1.610 .075 .989 .122 1.277 .130 J.370 .133 1.000 .102 1.288 .109 1.381 .l JI 2.542 .064 2.547 .051 1.718 .058 1.723 .047 1.552 .057 1.557 .046 1.138 .045 1.142 .037 2.475 .026 2.481 .021 1.670 .024 1.675 .019 1.507 .023 1.512 .019 1.116 .018 1.121 .015 2.720 .023 2.116 .022 1.498 .021 1.379 .020 1.012 .019 1.123 .Ql8 1.503 .017 1.384 .016 1.018 .015 2.895 .101 2.264 .096 1.608 .087 1.480 .085 1.085 .076 2.058 .031 1.422 .028 1.298 .027 .914 .025 ....--~-~\\ ··' ·.· ··--; ~,., I. I I I I I I I I I I I I -, 11 ; I .!I ! ·-ICBO Evaluation Service, Inc. A subsidiary corporation of the International Conference of Building Officials EVALUATION REPORT Copyright© 1992 ICBO Evaluation Service, Inc. Report No. 4627 February, 1992 Filing Category: fASTENERS-Concrete and Masonry Anchors (066) KWIK BOLT-II ANO POST NUT KWIK BOLT·II HILTI, INC. 5400 SOUTH 122ND EAST AVENUE TULSA, OKLAAOMA 74146 I. Subject: Kwik.Bolt-11 and Post Nut Kwik Bolt-II. II. Description: A. Kwik Bolt-II: Kwik Bolt-II (KB-II) concrete anchors consist of a stud, wedge, nut-and washer. The stud is manufactured from either a carbon or stainless steel material. The carbon steel Kwik Bolt II stud is made from AISI 1038 or from AISI 1144 materials. The wedges are made of AISI 1010 steel except Kwik Bolt-II (KB-II) 3/~ x 12, KB-111 x 6, KB-111 x 9, and KB-II 1 x 12 have AISI 304 (stainless steel) wedges. All carbon steel components are.zinc plated. E;ich component of the stainless steel Kwik Bolt-II is made from either AISI 304 or AISI 316 material. The stud consists of a high-strength steel rod threaded at the upper end. The tapered mandrel has an increasing diameter toward the anchor base and is enclosed by a three-section wedge which freely moves around the mandrel. In the vertical direction, the wedge movement is restrained by the mandrel taper at the bottom and by a collar at the top of the mandrel. · When subjected to torque, the wedge is forced against the wall of the pre- drilled hole to provide the anchorage. Allowable tension and shear values in normal-weight concrete are tabulated in Tables Nos. II and Ill for the car- bon steel and stainless steel anchors, respectively. Allowable tension and shear yalues for lightweight concrete are shown in Table No. VI. B. Post Nut Kwik Bolt-II: Post Nut Kwik Bolt-II concrete anchors consist of either a carbon (AISI 1144) or stainless (Type 304) steel stud and post nut. The stud threaded end is fabricated to accept a threaded post nut whose outside diameter is equal to the nominal diameter of the stud. The post nut has a countersunk head configuration.Allowable tension and shear values in 3,000 psi normal-weight concrete for carbo~ and stainless anchors are tabulated in Table No. IV. - C. lnstallatlon: 1. Kwik Bolt-II anchor is installed in concrete with a pre- drilled hole of approximately the same size as the nominal bolt diameter. The drilled holes must exceed the depth of anchor embedment by at least two anchor diameters to permit overdriving of anchors and provide a dust free area. The anchor is hammered into the predrilled hole until at least six threads are below the surface. The nut is then tightened against the washer until the torque values specified in Table No. I are attained. Minimum embedment depths, eage and spacing requirements are set forth in Table No. I-A. 2. The Post Nut Kwik Bolt-II anchor is installed in a predrilled hole in con- crete approximately the same size as the nominal bolt diameter. The drilled holes must exceed the depth of anchor embedment by approximately two anchor diameters to permit overdriving and provide a dust free area. The anchor is tapped into the hole until the post nut head touches the material to be fastened. The post nut is then loosened by two complete turns and the anchor tapped again until the post nut is again in contact with fastened material. The post nut is then tightened. D. Special Inspection: Where special inspection is required, com- pliance with Section 306 of the code is necessary. The special inspector must be on the jobsite continuously during anchor installation to verify an- chor type, anchor dimensions, concrete type, concrete compressive strength, predrilled hole dimensions, anchor spacing, edge distances, slab thickness, anchor embedment and tightening torque. E. Identification: The anchors are identified in the field by dimensional characteristics and packaging. The packaging label indicates the man- ufacturer's name and address and the size and type of anchor. A length identification code letter is stamped on the threaded end of the bolt. See length identification system, Table No. V. Ill. Evidence Submitted: Descriptive data, tension and shear test re-w~ . Findings IV. Findings: That the concrete anchors described in this report com- ply wjth the 1991 Uniform Building Code, subject to the following condi-- tions: 1. Allowabl~ shear and tension values are limited by Tables Nos. II through IV, 2. Minimum embedment, spacing and edge distances, and other installation details are as set forth in Tables Nos. I and I-A. 3. Allowable loads for anchors subjected to combined shear and -tension forces are be determined by the ratio of the actual shear to the allowable shear plus the ratio of the actual tension to the allowable tension not exceeding 1.00. 4. Anchors are not subjected to vibratory or shock loads such as supports for reciprocating engines or crane rails unless adequa· cy is determined by tests and approved by the local building offi- cial. 5. Allowable toads are not increased for wind or seismic forces. 6. Expansion anchors are installed in holes predrilled with a Hilti carbide-tipped drill bit, manufactured by Hilti, Inc. This report is subject to re-examination In one year. Evalwmon reports of JCBO EvaluaJion Service, Inc., art issued sokly to provide informaJion lo Class A members of /CBO, utilizing the code upon which the report is based. Evaluation reports are not Jo be construed as representing aesthetics or any otherattribuJes not specifically addressed nor as an endorsement or recommtn• daiionfor use of the subject report. ~. Th.is report is based upon independent tests or other ttchnu:al data submitted by the applicanL The ICBO E•·alua1ior_i Servi-Ce, Inc., technical staff has reviewed the I test results and/or other data, but does not possess-test facilities to makt an independent verification. There is no warranty by ICBO Evaluation Servict,lnc., t:rpress or implied, as to any "Finding" or other malttrin the report or as to any product covered by the report. This disclaimer includes, but is not limited to, merchantability. ' Page 1 of 4 t11ltWit?t%Wli$WttWt ::: t'¥: er 1 ti tHlt I . . < rge2of4 I I I I I I I I .1 I I I I I I .. 1 I DC L l ..... ~ .. ~; . :~:-; . . : . . .. . .. • : !."' ••• .. /--·,:· ....... TABLE NO. I-INSTALLATION SPECIF1CAT1ON1 ANCHOR SIZE KB--11 K8-lt KB--11 KB-U SIITTING DETAILS 1,-. Inch ~Inch 1/Z Inch S.1lnch BD=D drill bit size = anchor diameter (Inches) ,, .. 3/1 lf2 5/n E depth of embedment (minimum/standard) (Inches) 111, I 2 Pt, I 2112 21, .. J 3½ 2,, ... T 4 DC wedge clearance hole (Inches) 5f16 ,,.6 9'16 1 lfi6 L anchor length (min/max) (Inches) I¼ I 41'2 21,, I 1 2¼ I 7 311: I 10 TL thread length std./extra thread length (Inches) ""I 3 ,,, I 4 11, .. I 4 1112 I 4112 M installation : Stainless Steel :4 20 30 75. torque (ft.-lbs.) : Carbon Steel :min.E 4 20 30 75 guide values :std.E 7 25 45 95 BMT min. base material thickness (Inches) 3• or 1.3 x Embed. depth whichever is greater IThcsc details arc for the KB-11 anchor. Refer to the evaluation report for additional Post Nut anchor information. TABLE NO. 1-A ANCHOR SPACING AND EDGE DISTANCE REQUIREMENTS1.U.'..s ANCHOR SIZE -DESCRIPTION 11, Inch :l.1lnch 1,'21nch 5.1 inch EMBEDMENT minimum/standard (Inches) 11/g AS spacing required to obtain \00\,;, 3 maximum working load (Inches) ASmin minimum allowable spacing between ~oa1., 1112 anchors <Inches) ED edge distance required to obtain \od\ Shear 33/n maximum working load (Inches) \i)l')a Tension I¼ EDmin minimum allowable edge ';tflo Shear l¼ distance (Inches) '?io.~ Tension 11/s IWhcn using EDmin and the load is shear, reduce the working load by SO percent • 2When using EDmin and the load is tension, reduce the working load by 20 percent. 2 15/g 211: 21,,. 3 41,: 41/2 6 ll/2 21,,. 21/, 3 33/n 47/n 47/K 6¼ 3 21/: 3,, .. 33/fl Pt .. 21'2 21'2 33/s 2 15/s 21/2 2¼ Jf'or AS and ED of anchors with actual cmbcdments between the listed embcdmcnts, use the linc3l' interpolation. 3½ 2,, .. 4 6 71h 7112 3 3¼ J3/,. 63/4 8¼ s1,,. 511 .. 41/n 6 33/s 41/n 41/s 31'2 2¼ 4 .. KB-II :w, Inch ¼ 3,, .. T 431 .. 13fi6 4½ I 12 11'2 I 41'2 150 150 225 :11, Inch 3¼ 43/4 9 9 4112 41/2 9¼ 93/, 47/g 71/s 47/s 47/g 311 .. 4¼ •For AS and ED or anchors with cmbedments greater than the deepest embcdment listed. use the value for the deepest cmbcdment shown in the table. 'Dat.1 in this t.1blc and the fooUIOtcs apply to all anchors covered in this report. Report No. 4627 KB-II 1 Inch 1 4½ I 6 1'/1 6 I 12 2¼ I 4112 200 200 350 . 1inch 4112 6 12 12 6 ·6 131/2 13 11:? 6¼ 9 63/,. 6¼ 4''2 6 I I I I I I I I I :I I ,I 11 I. ?..4 Page 3 of 4 Report No. 4627' TABLE NO. 11-KB-ll CARBON STEEL ALLOWABLE TENSION AND SHEAR VALUES (In Pounds)1•4 f'.:2000psi t·. = 3000 psi f' c : 4000 pSI t·, = 6000 psi Tension Tension Tension Tension ANCHOR DEPTH DIA. EMBED, Wlth2 Wlthout' Wlth2 Wllhout' Wlth2 Without' Wlth2 Without" (Inches) (Inches) Sp.lnsp. Sp. lnsp. Shear Sp.lnsp. Sp.insp. Shear Sp. insp. Sp. lnsp. Shear Sp. lnsp. Sp.lnsp. Shear ¼ I 1/R 250 125 400 310 155 400 360 180 400 440 220 ~ l/4 2 525 265 400 550 280 400 590 295 400 625 315 400 ¼ 33'4 625 315 400 625 315 400 625 315 400-625 315 400 ·'/g 15/R 500 250 925 615 310 975 710 355 1.025 800 400 1,025 -~/g ·2½ 1.125 565 1,100 1,210 605 1,1.00 1.290 645 1,100 1.450 725 I.JOO -~/g 4¼ 1,250 625 1,100 1.300 650 1,1.00 1.350 675 1,100 1.450 725 1.100 ½ 2¼ 1.100 550 1,810 1.230 615 1.840 1.365 680 1.840 1,625 815 1.840 ½ 3½ 1.750 875 1.840 2,000 1.000 1.840 2.250 1.125 1.840 2.625 1,315 1,840 112 6· 1,950 915 1,840 2.165 1,080 1,840 '2,375 1,190 1.840 2.625 1.315 1.840 .5/s • 23/4 1,500 750 2,875 1,750 875 2,875 2.000 1.000 2.875 2.500 1,250 2.875 ·sis 4 2.250 1,125 3.125 .2,670. 1,335 3.t-25-3,090 1,545 3.125 3,925 1.46S 3,125 5/s 7 3,000 I.SOO 3.125 3,250 1,625 3,125 3.500 1,750 3,125 3.925 1,965 3,125 3/4 3¼. 1,850 925 3,875 2,175 1,090 3,875 2.500 1.250 3.875 3,000 · 1.500 3,875 JJ, 43/4 2.750 1,375 4,225 3,875 1,940 4.225 4.500 2.250 4,225 5.060 2.530 4,225 :0/4 8 3,750 1,875 4,225 4,625 2.315 4.225 5.500 2,750 4,225 5,925 2.965 4,225 I 4½ 2,930 1,465 6,625 3,800 1,900 7,125 4,375 2,190 7,625 4,360 2,180 8,625 I 6 3,990 1,995 8,625 5,625 2,810 8.625 6,625 3,315 8,625 7.875 3,940 8,625 I 9 6.090 3.045 8,625 7,190 3.595 8,625 8,125 4.065 8.625 10.000 5.000 8,625 1The 1abuta1cd tension and shear values are for anchors installed in Slone-aggregate concrete having the compressive strength al the time ofinstallation. Concrete aggregate must comply with U.B.C Standard No. 26-2. 2Thesc tension values are only applicable when the anchors are installed with special inspection as set fonh in Section 306 of the code. 3These tension values are only applicable when the anchors are installed without special inspection as set fonh in Section 306 of the code. 4The tabulated values are for anchors installed a minimum of 12 anchor diameters on center for 100 percent efficiency. Spacing may be reduced to 6 anchor diameters provided the values are reduced 50 percent. Linear interpolation may be used for intermediate spacings. TABLE N0.111-AISI 304 AND 316 STAINLESS STEEL KB-II ALLOWABLE TENSION AND SHEAR VALUES (In Pounds)1•4 ,·.= 2000 psi t·. = 3000 psi f',= 4000 psi t·, = 6000 psi Tension Tension Tension Tension ANCHOR DEPTH DIA. EMBED. Wlth2 WlthoU1' wm,• Without' Wlth2 Wlthout' Wllh2 Without' (lnc/>e$) (Inches) Sp.lnsp. Sp.lnsp. She_ar Sp. lnsp. Sp.lnsp. Shear Sp. lnsp. Sp. lnsp. Shear Sp. lnsp. Sp. lnsp. Sheer ¼ 11/s 300 150 525 315 156 540 325 165 550 350 175 550 l/4 2 440 220 550 520 260 550 520 260 550 520 260 550 ¼ 3'/4 520 260 550 520 260 550 520 260 550 520 260 550 3/s J5/s 400 200 825 460 230 950 515 260 1,075 625 315 1.150 3/s 2½ 875 440 1,250 1,025 515 1,250 1,175 590 1,250 1.350 675 1.250 JJs 41/4 1,000 500 1.250 1,250 625 1,250 1,350 675 1.250 1.350 675 1.250 l'2 2¼ 800 400 1,700 1,000 500 1,740 1,200 600 1,775 1,250 625 2.085 'h 3½ 1,250 625 2,085 1.625· 81S 2.085 2.000 1,000 · 2.085 2.250 1,125 2.085 l'2 6 1.315 690 2.085 1,765 880 2.08S 2.150 1.075 2,085 2.550 1,275 2.08S 5/s 2¾ 1,175 590 2,625 1,500 750 2,875 1,700 850 3,125. · 1.800 900 3.125 sis 4 1,750 875 3,125 2,250 1,125 3.125 2.750 1,375 3,125 3.000 1.500 3.125 sis 7 2,250 1,125 3,125 2,825 1,415 3.125 3,425 1.715 3,125 3.425· 1,715 . 3.125 J/4 3'/, 1,450 725 2,700 1,825 91S 3,100 2.200 1,100 3,500 2.450 · 1,225 4.500 ¾ 4~/, 2,350 1,175 4,225 3,050 1.525 4.36S 3.625 1.81S 4.500 4,375 2,190 4,500 3/4 8 2,750 1,375 4,500 3,625 1,815 4.500 4,250 2.125 4,500 4.800 2,400 4.500 I 4''2 2,925 1,465 5,700 3,625 1,815 6.350 4.325 2.165 7,000 4.500 2,250 7.000 I 6 4,125 2,065 7,000 6,000 3,000 7.0QO 6.750 3.375 . 7,000 6,875 3.440 7,00()' 1 9 5,250 2,625 7,000 7.500 3.750 7,000 8,800 4.400 7.000 8,800 4,400 7.000 1The tabula1ed lcnsion and shear values arc for anchors insi.alled in stone-aggregate concrc1c having the compressive strength at lhe tinic ofinstallation. Concrete aggregate musl comply with U.B.C. Standard No. 26-2. 2The,.e tension values arc only applicable when the anchors arc installed ·with special inspec1ion as set fonh in Section 306 of the code. )The!.e tension values are only applicahle when the anchors are installed without special inspection as set fonh in Sec1ion 306 of the code. 4Thc tahula1cd values are for anchors installed a minimum of 12 anchor diameters on center for 100 percent efficiency. Spacing may be reduced 10 6 am:hor diameter., provided the values arc: reduced 50 percent. Linear interpolation may be used for intermcdia1e spacings. -1 .. ' I I I I I I I I I I I I I I I I. I I I , 25 Page 4 of 4 Report No. 4627_ STAMP OH ANCHOR Length From of anchor (Inches) Upto but not including ANCHOR SIZE A I½ 2 B 2 TABLE NO. IV-POST NUT KB-II ALLOWABLE TENSION AND SHEAR VALUES (In Pounds)1,4 f'1 = 3000 psi Tension ANCHOR MINIMUM DEPTH . Without' DIAMETER/MATERIAL OF EMBEDMENT Wlth2 Special Special (Inches) (Inches) Inspection lnspocllon 1/,. Carbon Steel I 1/s 420 210 ¼ Siainlcss Steel I 1/s 450 225 3/8 Carbon Steel JS/s 760 380 J/s Stainless Steel 15/s 830 . 415 Shear 330 470 700 1.250 1Thc tabulated tension and shear values are for anchors installed in stone-aggregate concrete having the compressive strength at the time orinstallation. Concrete· aggregate must comply with U.B.C. Standard No. 26-2. 21bcsc tension values arc only applicable when the anchors arc installed with special inspection as set fonh in Section 306 of the code. • · 3Thcsc tension values~ only applicable when the anchors are in.stalled without special inspection as set forth in Section 306 of the code. . · · "The tabulated values arc for anchors installed a minimum of 12 anchor diameters on center for I 00 percent efficiency. Spacing may be reduced to 6 anchor diameters provided the values are reduced 50 percent. Linear interpolation may be used for intermediate spacings. · TABLE NO. V-LENGTH IDENTIFICATION SYSTEM C 0 E F G H I J K L .M N 0 p Q R s T 2½ 3 31/2 4 41'2 5 5½ 6 61/2 7 . 71/2 8 8''2 9 9½ 10 II '12 u V 13 14 21h 3 31124 4½5 s112 6 6½ 7 7½ 8 8½ 9 9½ 10 11 12 13 14 15 TABLE NO. VI-KWIK BOLT II CARBON STEEL ALLOWABLE TENSION AND SHEAR IN LIGHTWEIGHT EXPANDED SHALE-AGGREGATE CONCRETE1•4 TENSION (lbs.) WITHOUT SPECIAL TENSION (Lbs.) WITH SPECIAL TENSION (Lbs.) WITHOUT SPECIAL SHEAR (Pounds) INSPECTION2 • INSPECTION' INSPECTION2 EMBEDMENT w X y z 15 16 17 18 16 17 18 19 TENSION (Lbs,) WITH SPECIAL INSPECTION' (Inches) DEPTH (Inches) TORQUE (FL•Lb,) f', i: 2000 psi f'• = 2000 psi r. = 4000 psi .,4 I 1/s 4 400 105 210 180 360 2 5 400 150 300 225 450 31s 1% IS 755 190 380 310 625 2112 15 1.100 315 630 485 975 '12 21/4 25 1,370 340 685 550 I.JOO 3112 30 1,840 500 1.000 800 1.600 sis 23/4 65 2,480 . 555 1,110 785 1.575 4 75 3.125 825 1,650 I.ISO 2.300 ?!, 31'4 135 3.170 770 1.545 1.100 2,200 43/, 150 4,135 1.100 2.200 1.625 3.250 1The tabulated tension and shear values arc for anchors installed in lightweight expanded shale-aggregate concrete having the compressive str.cngth at the time of installa- tion. Concrete aggregate must comply with U.B.C. Standard No. 26-3. 2Thesc tension values are only applicable when the anchors are installed without special inspection as set forth in Section 306 of the code. 3Thesc tension values arc only applicable when the anchors are installed with special inspection as set fonh in Section 306 of the code. 4Thc tabulated values arc for anchors installed a minimum of 12 anchor diameters on cen1er for 100 percent efficiency. Spacing may be reduced to 6 anchor diameters provided the values are reduced 50 percent. Linear interpolation may be used for intermediate spacings. . , ' CERTIFICATE OF COMPLIANCE · Part1 ot3 . MECH-1 PROJECT NAME c NL-LLCO(< DATE · . 1-::2. I 5. er~ PROJECT ADDRESS L ~((Ls&,4/4) C... ftllFor<-Nf A-.: PRINCIPAL DESIGNER -MECHANICAL G::. Q,P,U(£ Oei<SotJ DOCUMENTATION AUTHOR 1 K. COU bl.A-S jBUILDING TYPE C8j NONRESIDENTIAL . D HIGH RISE RESIDENTIAL D HOTELJMOTELGUESTROOM PHASE OF CONSTRUCTION D NEW CONSTRUCTION ~ AoomoN OALTERATION · D UNCONomoNED (File Affadavit) METHOD OF MECHANICAL lv1 PRESCRIPTIVE COMPLIANCE ~ D PERFORMANCE jPROOF OF ENVELOPE COMPLIANCE D PREVIOUS ENVELOPE PERMIT 12?1 ENVEl.OPECOMPUANCEATTACHED STATEMENT OF COMPLIANCE · . . . · 'This Certificate of Compliance lists the building features and perfonnance specifications needed to comply with Title 24, ; Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building mechanical requirements. I The documentation preparer hereby certifies that the documentation is accurate and complete. DOCUMENTATION AUTHOR 1 D ov\6LAs ~ .. tY1Aitr11J 'The Principal Mechanical Designer hereby certifies that the proposed building cfesign represented in this set of construction documents is consistent with the other compliance fonns and worksheets, with the specifications, and with any other calculations submitted with thJs permit application. The proposed building has been designed to meet the mechanical requirements contained in sections 110 through 115, 120 through 124, 140 through 142, 144 and 145. ~ Please check one: \ J · IXJ I hereby affinn that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a civil engineer, mechanical engineer, or architect . . D I I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a licensed contractor preparing documents for work that I have contracted to perfonn. D I affinn that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section __ _ of the ____ ___,_ _________ Code to sign this document as the person responsible for its preparation; and for fhe following reason: ________________________ _ !ndicat~ location on ~lans of Note Block for Mandatory Mea~ures ... I _/1'1 __ 1_._I _____________ _ NSTRUCTIONS. TO APPLICANT · . · · . · · · · ·· ' . . For detailed Instructions on the ·use of this and all Energy Efficiency stan"aards compliance forms, please refer to the Nonresidential Manual published by the California Energy Commission. MECH-1: Required on plans for all submittals. Parts 2 & 3 may be Incorporated In schedules on plans. MECH-2: Required for all submittals; choose appropriate version depending on method of mechanical compliance. . MECH-3: Required for all submittals, but form does not have to be completed If location of mechanical equipement schedule 1s indicated on the form per Section 4.3.3. MECH-4: Required for all submittals unless required outdoor ventilation rates and airflows are shown on plans per Section 4.3.4. . CERTIFICATE OF COMPLIANCE Part2ot3 · MECH-1 PROJECT NAME 6Ll (oo N . " SYSTEM FEATURES . -. .... lsv_s_TE_M_NAM_e _____ ___.l Ji:;xisl7,\JG, ,4c.~3A 11 MECHANICAi.SYSTEMS 1 ...... 1 _____ ...... , =j TIME CONTROL SETBACK CONTROL ISOLATION ZONES HEAT PUMP THERMOSTAT? ELECTRIC HEA T7 FAN CONTROL VAV MINIMUM posmoN CONTROL? SIMULTANEOUS HEAT/COOL? HEAT AND COOL SUPPLY RESET? VENTILATION OUTDOOR DAMPER CONTROL? ECONOMIZER TYPE DESIGN AIR CFM (MECH-4, COLUMN H) HEATING EQUIP. TYPE HIGH EFFIC.7 MAKE AND MODEL NUMBER COOLING EQUIP. TYPE HIGH EFFIC.7 MAKE AND MODEL NUMBER / I HEAT PUMP THERMOSTAT? ELECTRIC HEAT? VAV MINIMUM POSmON CONTROL? SIMULTANEOUS HEAT/COOL? HEAT AND COOL SUPPLY RESET? . HIGH EFFICIENCY? Nonresidential Compiance Form s ,J.(\, }LI\. N. A-· ' N I V N '/ B A A ~ I E~ISilNGi I f;'X f -f,'71 NG. CODE TABLES: Enter code from table below Into columns above. TIME CONTROL SETBACK CTRL ISOLATION ZONES S: Prog. SWitch H:Heating Enter number of O: Occupancy Sensor C:Coollng lsolatJon Zones. M: Manual Timer B:Both Y:Yes N:No VENTILATION OUTDOOR DAMPER ECONOMIZER .. B: Air Balance A:Auto A:AJr C: Outside Alr Cert G:Gravity W:Water M: Out. Air Measu-e N: Not Required D: Demand Control- N:Natural I I ..................... ..................... :::·:::::::.·:.: .. ·:: ..................... ..................... ····················· ..................... .... .. . ... ····················· ................. :::::::::::·:.::···;: :::.::.::::.:::._:::: .::::::·:::::.::::::: ........... ::::::::::::··:··;··. ;;;;;:::i:~::·::: =:i ..•••.•••• u, ...... '\ I FAN CONTROL I: Inlet Vanes P: Variable Pitch V:VFD O:other C:Curve O.A.CFM Enter Outdoor AJr CFM. Note: This shai be no less than Column G on MECH-4. ~ July 1995 CERTIFICATE .QF COMPLIANCE Part 3 ot 3 · MECH--1 DUCT INSULATION · -----=~~ ~ ~ ~ ~ ~!~~~~ !;~ ~i;; ~ ------~.fi .. ,.~-----~~g-~ ------................ ii ... ·····;···········:;:· t-------t :::::::::.::·::.:;.:: t-------t ~11HHH~~~;~~H~~~~ ------t .___ ___ __, : .. : .. ::.:::: ...... : IPE INSULATJON · . · · -_ . . SYSTEM NAME PIPE TYPE (Supply, Return, etc.) l+EA-TlNS Hor WA-1E2. ~ tA f Pi V k <2.ETU t2N Gome: ~nl Ill> 1 W ffi"EJ2. sv.PPlY j,. /2J;Ttf (4J .. -- OTES TO FIELD -For Building Department Use Only Non~tial Complance Fann INSULATION REQUIRED? y N ~D 1]10 DD DD DD DD DD DD DO :::::::.:::::.· .. ·.:: ..................... ··········1········1· ::::::::::::::::::::: July 1995 ~ CERTIFICATE OF COMPLIANCE Part 1 ot 2 ENV-1 PROJECT NAME · f'JGUCOR. Pw2.1TPN 8£NVGTr PM-sG m. PROJECT ADDRESS l-::P:::'.Rl::-:NC-:::l:=-PA:-:-L-::D:-::E:-=-Sl:c"G~NE~R~~~E~~~~E~~-::O~PE::-'"-(__-A_L_/_8*J\l __ lA-________ -,=TELE=-=P=-=H-:-:O::-N:=E-------l;;;;~.:~;~;::~; TELEPHONE (b1q) 5't7-0SS"S ;;;;;:::::z::;;::::~: DATE OF PLANS ,~ -C9 -qen BUILDING TYPE niASE OF CON.STRUCTION METHOD OF ENVELOPE COMPLIANCE D D HIGH RISE RESIDENTIAL NEW CONSTRUCTION ADDITION D ALTERATION COMPONENT D OVERALL ENVELOPE STATEMENT OF COMPLIANCE . . D HOTEL/MOTEL GUEST ROOM D UNCONDITIONED (FIie Affidavit) D PERFORMANCE This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building envelope requirements. The documentation preparer hereby certifies that the documentation is accurate and complete. DOCUMENTATION AUTHOR DATE U)16lA S /111/(-fZ..,IN } "). -5-'f(o The Principal Envelope Designer hereby certifies that the proposed building design represented in this set of construction documents is consistent with t_he other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the envelope requirements contained in sections 11 o, 116 through 118, and 140, 142, 143 or 149 to Title 24, part 6. Please check one: D I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a civil engineer or architect. D I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a licensed contractor preparing documents for work that I have contracted to perform. D I affirm that I am eligible under the exemption to Division 3 of the Business. and Professions Code by Section ----1 of the = Code to sign this document as the person responsible for its preparation; and for the following reason: __________________________ _ PRINCIPAL ENVELOPE DESIGNER -NAME For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the Nonresidential Manual published by the California Energy Commission. ENV-1: Required on plans for all submittals. Part 2 may be incorporated in schedules on plans. ENV-2: Used for all submittals; choose appropriate version depending on method of envelope compliance. ENV-3: Optional. Use if default U-values are not used. Choose appropriate version for assembly U-value to be calculated. Nonresidential Complance Form July 1995 ., CERTIFICATE OF COMP_LIANCE . . Part2of2 ENV-1 OPAQUE· SURFACES . · . . ASSEMBLY NAME INSULATION R-VALUE CONSTRUCTION TYPE LOCATION/COMMENTS: (eg. Wall--1, Floor-1) ~oof-.1 (eg. R-19, R-22, etc.) !<)9 (eg. Block, Wood, Metal) St11L..i'--<-'!f' W{ (<fq !2.:1"0 IMS. • (eg. Suspended Ceiling, Demising, etc.) Gxrt=f2[~ • ...... := •••. = .. = .... WA'Ll-/ ,--· r2l ~ t>,Gl'A'l. Sn<D E Xf-8</0rZ.. ····················· ' ..................... ::::::::·:.··:·: .. ·:: ····················· WINDOWS · . . · · . . . · · · · WINDOW NAME NO.OF· U-VALUE . FRAMETYPE EXTERIOR (eg. Window-1) PANES (eg. Metal, Wood, etc.) SHADE? WlNOON -! I 1.10 /Y1$"T'Al... ~C) . . OVERHANG GLAZING TYPE CREDIT? (eg. Clear, Tinted) /~C) TINTED ~No.te::r,b~ H:ffet~F :::.:::::::::::·::.: :::::::.::.::· ..... : .................. _ .. ;::::::::::.··· .. ·:- :::·:···:·:·· .. ···. :.·::::.: .. · .. : ::::::::.:.:: .. ::::: ············ .. :.:::.:::::: ...... : . SKYLIGHTS·. · . • . · · · -. · · · · · · SKYLIGHT NAME (eg. Sky-1) NO.OF PANES U-VALUE FRAME TYPE SKYLIGHT MATERIAL (eg. Glass, Plastic, etc.) GLAZING TYPE (eg. Clear, etc.) TmlSll,,(CSvT 1-------J 1-------1 i___ ____ ....., NOTES TO FIELD-·ForBuilding Department Use Only . . · · . . !Nml:tl'.Cit rnfF.1eutm ........ = .... :.: ..... ···········::::···:.· ···········===·=·==·= ::::::::·:·:····:,··: • t:NVELOPE COMPONENT METHOD ENV-2 PROJECT NAME DATE NGLLWZ. Ptii2.rrAN efa.JNG:rr PHAs£ nr. 1 UtFf:TS2.tA-1~s-q1o ( ~-----:------=---------------------------JL____:..:._.:__'._:'.::_ _ _J INDOW AREA CALCULATION SKYLIGHT AREA CALCULATION GROSS WALL S8,o7S DISPLAY PER--ATRIUM HEIGHT = FT AREA(GWA) IMETER(DP) GWAX0.4 :23,d-30 DPX6 - ½c I rF <55' IF >551 GREATER OF ALLOWED % = ,05 ALLOWED % = .1 If the PROPOSED I 2?.1 tso I I I WINDOW AREA is 'V greater than the MAXIMUM ·1 o.os I X I I QCf 2 If\ I = I 54':>t I MAXIMUM ALLOWABLE ALLOWABLE 1 WINDOW AREA ALLOWED% GR. ROOF AREA ALLOW. SKY. AREA WINDOW AREA, t then go to another I 11 I c:sq4-I PROPOSED If the ACTUAL SKYLIGHT AREA Is greater I 4'\(Q2 ,. method. WINDOW AREA than the ALLOWED SKYLIGHT AREA, then go to another method. ACTUAL SKY. AREA OPAQUE SURFACES · . . . . ASSEMBLY U-V ALUE" TABLE ASSEMBLY NAME TYPE INSULATION R-VALUE" VALUES? (eg. Wall-1, Floor-1) (eg. Roof, Wall, Floor) HEAT CAPACITY PROPOSED MIN. ALLOWED PROPOSED I y IN I MAX. ALLOWED {ZooF-\ foot=-RICf r< I I ------DD -----W-1\LL -( 'NALL ~lC\ fZ \ \ -----DD --------DD V DD DD " For each assembly type, meet the minimum insulation R-value or the maximum assembly U-value. WINDOWS· · ·· · · . · WINDOW NAME (eg. Wlndow-1, Wlndow-2) \µINDd\JJ-l . . ORIENTATION N E S W ~ CR] IBl IBl DODD DODD DODD U-VALUE #OF PROP. ALLOW. PANES SC 1.·10 L). °?:> l .11 PROPOSED RSHG OVERHANG PROP. ALLOW. H V HN OHF RSHG RSHG ----.71 .11 SKYLIGHTS · . · · · · · · . . . . . SKYLIGHT NAME GLAZING #OF U-VALUE SHADING C.OEFFICIENT • (eg. Sky-1, Sky-2) TRANSLUCENT! TRANSPARENT PANES PROPOSED ALLOWED PROPOSED ALLOWED <;~\f-1 ~ D I I ·/3 )·, i1 . 15 , 8b D D D D D D Nonresidential Compliance Form January 1995 Hazardous Materials SAN DIEGO REGIONAL ~-.~0 c HAZARDOUS MATERIALS QUESTIONNAIRE Management Division --~-.!!Iii"'"_..._,.......,... ~ . ~. • Pl!l1III Clltll lllTIQ CltlTT H I.II 11111 Business Name Contact Person Tolophono fJ1=;U{,(Jp. fl,fl.lrJ..N J;GNNefT' ~ ~llliT-1-F (~19) u,~ .. 5i60 Ma1l1ng Address City State Zip Plan File# 1,WO f;A~AP,U,, frV~f\1~ ~7~ ~A tq/l.&CJ8 S,te Address City State Zip Plan Filo# 1,,/J,PO f,Af2,,ol?.J>t, ,AVGJJl!Er ~Ji~P CA. ~rtt>tJb PART I: FIRE DEPARTMENT· HAZARDOUS MATERIALS MANAGEMENT DIVISION: OCCUPANCY CLASSIFICATION indicate by circling the Itom, whether your business will use, process, or store any of the following hazardous materials. If Imy of tho items ero circled. applicont must contact the Fire Protection Agency with jurisdiction prior to plan submittal. 1. Explosive or Blosting Agents 4. Flammable Solids 7. Pyrophorics 10. Cryogenic, 13. Corrosives 2. Compressed Gases 5. Organic Peroxides 8. Unstable RoactivH 11. Highly Toxic or Toxic Materials 14. Other Hoolth Hazards 3. Flammable or Combustible Liquids 8. Oxidizers 9. Water Reactivff 12. Radioactives PART II: COUNTY OF SAN DIEGO HEALTH DEPARTMENT· HAZARDOUS MATERIALS MANAGEMENT DIVISION: CONTINGENCY PLAN REVIEW: If tho answer to any of the questions i1 yes, applicant must contact the County of San Diego Hazardou1 Materials Management D1v1sion, 1255 Imperial Avonuo, 3rd Floor, San Diego, CA 92186-5261. Telephone (819) 338-2222 prior to the issuonce of a building permit. OFFICE use ONL y 0 RMPP Exempt FEES MAY BE REQUIRED Data Initials Yes No D RMPP Required 1 . t:J ~ 11 your bu1iness li1tod on the reverse side of this form? Data Initials 2. D ~ Will your business dispoH of Hazardous Substanc11 or Medical Wasta in any amount? 3. D f.2sJ" Will your business 1tore or handle Hazardous Substances in quantities equal to or grHtar than 55 gallons, 500 pound,, 200 cubic feat or carcinogens/reproductive toxins in any quantity? 0 RMPP Completed 4. D E Will your business UH an existing or install an underground storage tank? S. D ~ Will your businen 11tora or handle Acutely Hazardous Materials? Date Initials PART Ill: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT If the answer to any of the quastions is yas, applicant must contact the Air Pollution Control District, 9150 Chesapeake Drive, San Diego, CA 92123. -Telephone (6191 694-3307 prior to the inuanca of a building permit; · · YES NO 1. Dl:SJ Will tho intended occupant install or UH any of the equipment listed on the U1ting of Air Pollution Control District Permit Categories, on tho reverse 1ide of thil form? 2. D 2:SI. (ANSWER ONLY IF QUESTION 1 IS YES.) Will the subject facility ba located within 1,000 feet of the outer boundary of a school (K through 1 2) as listed in the currant Directory of School and Community Colla~ Districts, published by the San Diego County Office of Education and tho current California Private School Directory, compiled in accordance with provisions of Education Code Section 331907 Bne/ly describe nature of the intended bu11n111 act1V1ty: tlV>Pu>~ dAfG~~ Name of Owner or Authorized Agent: 'SMITH l?o~11N6> ~J?ot-tl"tG"M7 alty af perjury that to the bast of my knowledge and belief the responses mode heroin aro true Date: I '2., /b (26' FIRE DEPARTMENT OCCUPANCY CLASSIFICATION:. _______________________________ _ BY: ___________________________________ Data: ________________ _ EXEMPT FftOM PE/WIT REQUIREMENTS COUNTY-HMMD Enviroamallll Heallh Sctvica DHS:HM-9171 (6/92) APCO ~VB) FOft IUIUMNG l'flWIT IUT NOT OCC:IJPAHCY COUNTY-HMMD APCO """'°VED FOft OCCUPAHCY COUNTY-HMMD APCO COUDty of Sc Oiqc;, l)q,a1IDeal of Heallll Service&