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HomeMy WebLinkAbout1966 OLIVENHAIN RD; ; CBC2017-0424; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Print Date: 01/05/2018 Commercial Permit Permit No: CBC2017-0424 www.carlsbadca.gov Job Address: 1966 Olivenhain Rd Permit Type: BLDG-Commercial Work Class: Tenant Improvement Status: Closed - Finaled Parcel No: 2550310300 Lot #: Applied: 08/04/2017 Valuation: $10,000.00 Reference #: DEVO 2001 Issued: 09/25/2017 Occupancy Group: Construction Type: Finaled: U Dwelling Units: Bathrooms: Inspector: AKrog Bedrooms: Orig. Plan Check U: Plan Check U: Project Title: OLIVENHAIN MUNICIPAL WATER 01ST Description: OLIVENHAIN WATER DIST: RELOCATE A 4,000 GALLON ABOVEGROUND STORAGE TANK (AST) TO A NEW LOC Applicant: Owner: Contractor: JAUREGUI AND CULVER INC OLIVENHAIN MUNICIPAL WATER DISTRICT: JAUREGUI AND CULVER INC JOHN CULVER PUBLIC AGENCY 959 W Mission Ave 959 W Mission Ave Escondido, CA 92025-1638 1966 Olivenhain Rd Escondido, CA 92025-1638 760-644-6379 ENCINITAS, CA 92024 760-743-0518 760-753-6466 BUILDING PERMIT FEE ($2000-i-) $114.96 BUILDING PLAN CHECK FEE (BLDG) $80.47 ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL $41.00 FIRE Abovegrcund Storage Tanks (First tank) $700.00 FIRE Plan ResLb (3rd&Subsequent Submittal/hr) $132.00 MECHANICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL $39.00 5B1473 GREEN BUILDING STATE STANDARDS FEE $1.00 STRONG MOT ON-COMMERCIAL $2.80 SWPPP INSPECTION FEE TIER 2 - Medium BLDG $883.00 SWPPP PLAN REVIEW FEE TIER 2- MEDIUM $362.00 Total Fees: $2,356.23 ---- Total Payments To Date: $2,356.23 Balance Due: $0.00 Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively re-erred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing o service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. ITHE APPROVALS REQUIRED PRIOR 10 PERMIT ISSUANCE: DPLANNING [ENGINEERING DBUILDING FiRE DHEALTH DHAZMATIAPCD nj Building Permit Application Plan Check Est. Value icTf3CT srCity of 1635 Faraday Ave., Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Cdr-lsbad Plan Ck. Deposit email: buildingcarlsbadca.gov Date )- www.carlsbadca.gov JOB ADDRESS ISWTE#/SPACE./UNIU IAFN 1966 Olivenhain Rd., Encinitas, CA I 255 040 - 56 CT/PROJECT C LOT C 1 "HAIM0 f OF UNITS 10BECROUMS C BATHROOMS I TENANT BUSINESS NAME 1CONSTR. TYPE OCCOROUP DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) Relocate a 4,000 gallon Aboveground Storage Tank (AST) to a new location at the Water District facility. (AST is split 3,000 gasoline/1,000 diesel) EXISTING USE PROPOSED USE (SF) PATIOS (SF) DECKS (SF) I AIRCONDITIONING FIRESPRINKLERS 1GARAGE IFIREPLACE SDlt NOD YES [:]NO[:] I vESI:iNO APPLICANT NAME John Culver PROPERTY OWNER NAME Olivenhain Municipal Water District PrImary Contact ADDRESS ADDRESS 959W. Mission Ave. 1966 Olivenhain Rd. CITY STATE ZIP CITY STATE TIP Escondido CA 92025 Encinitas CA 92024 PHONE FAX PHONE FAX 760-743-0518 760-743-0621 760-753-6466 I EMAIL EMAIL john.culver©jcincorp.net cwilliams@olivenhain.com DESIGN PROFESSIOLR Architecture CONTRACTOR BUS. NAME Jauregui & Culver, Inc. ADDRESS ADDRESS 3817 Ray Street 959W. Mission Ave. CITY STATE ZIP CITY STATE ZIP San Diego CA 9210 Escondido CA 92024 PHONE I PHONE FAX 619-564-7586 619-568-3636 760-743-0518 760-743-0621 EMAIL EMAIL info@obrarchitecture john.culver©jcincorp.net STATE UC. C STATE UC.0 I CLASS I CITY BUS, UC.0 31221 708231 A, B, C35, C21, C61/q40, HAZ 1241735 (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 fChapter 9, commending with Section 7000 of Division 3 of the Business and Processions 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 ($5001). Workers' Compensation Declaration: thereby affirm ur.der penalty of perjury one of the thlbwing declarations: I have end will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. X ,have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carder and policy number are: Insurance Co. _State Cgmp.Insurance Fund Policy No. 9040631-16 Expiration Date 01/01/2018 Thi section need not be completed rtlpeinrit is for one h dollars ($100) or less. Ceilificate of Exemption; certify that rn the perth of the work this permit is issued I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California WARNING: FlIu to secure workers' corn neatlon erage unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), in addition to the cost of compe atlon, damages as pro dad fo Sectl 7 f the Labor c -Interest and attorney's fees. AS CONTRACTOR SIGNATUR AGENT DATE ç7/' 'i I !xe,eby alfwrri that lam exempt from Contractor's License Law for the fol!owing reason: [J 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. It, 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 (Sec7044. 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 lathe Contractor's License Law). [] I am exempt under Section ___________Business and Professions Code for this reason: 1.1 personally plan to provide the major labor and materials for construction of the proposed property improvement, [--]yes []No 2.l (have l have not) signed an application for a building permit for the proposed work I have contracted with the following person (firm) to provide the proposed construction (include nanrrn address , phone Icontractors' license number): (plan to provide portions of the work butt have hired the blowing person to coordinate, supervise and provide the major work (include name I address I phone I contractors' license number): 5.1 will provide some 01 the work, butt have contracted (hired) the following persons to provide the work indicated (include name) address! phone Itype of work): ..PROPERTY OWNER SIGNATURE DAGENT DATE Is the applicant or future building occupant required to submit plan . acutey hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Subtitance Account Act? Yes No Is the applicant or future building occupant required to obtain aperrruirromthe air pollution control district or air uaii management dntrict? Yes No Is the facility to be constructed within 1000 feet of the outer boundary of a school site? Yes UN No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED E APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. I hereby affirm that there is a construction lending agency for the performance of the wart this permit is issued (Sec. 3097 (I) Civil Code), Lender's Name N/A Lender's Address cj IcerttfythatIhaneread the application and statetha aboue Information lsrx,nectand thatthetirfurrrradon on the plans IsarmiraIe.I agree tocemplywllhall Cilyoldlnancesand Slate laws relaUrrgle bulldfngcenstruc.11on. thereby author rap laye'theCityofCarfubed enter upon the above mentioned properly mspec&ii purposes. IALSO AGREE TO SAVE INDE1VWY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, UDGMENTS.COSTS EXPENSES ICH MAY IN ANYWAY ACCRUE AGAINST SAID CRY INCONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit io 1ed excavations air 80 cmstniction cIs er3sttxiesk height. EXPIRATION: Every pentel by the Buiklrig the this Code shall expire by bnibtion arid becune null and void the budding or work authorized by sidi permit is not commenced within 180 days from teofsudi orilthebuM - wthpenjspendedctabandoned at any tirne after the work is rxxranenced for a period cil8O days (Section 106.4.4 Uniform Sulking Code). 'APPUCANT'S SIGNATURE DATE gl/', L'_:: 7 /7 0 STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection. Fax (760) 602-8560, Email buildincl(ä)carlsbadca.90v or Mall the completed form to City of Carlsbad, Building Division 1635 Faraday Avenue, Carlsbad, California 92008. CO#: (Office Use Only) CONTACT NAME OCCUPANT NAME ADDRESS BUILDING ADDRESS CITY STATE ZIP CITY STATE ZIP Carlsbad CA PHONE FAX EMAIL OCCUPANT'S BUS. UC, No. DELIVERY OPTIONS PICK UP: CONTACT (Listed above) OCCUPANT (Listed above) CONTRACTOR (On Pg. 1) ASSOCIATED CB#_________________________ MAIL TO: CONTACT (Listed above) OCCUPANT (Usted above) CONTRACTOR (On Pg. j.) NO CHANGE IN USE/ NO CONSTRUCTION MAIL! FAX TO OTHER: CHANGE OF USE / NO CONSTRUCTION ..APPUCANT'S SIGNATURE DATE Permit Type: BLDG-Commercial Application Date: 08/04/2017 Owner: OLIVENHAIN MUNICIPAL WATER DISTRICT: PUBLIC AGENCY Work Class: Tenant Improvement Issue Date: 09/25/2017 Subdivision: RANCHO LAS ENCINITAS Status: Closed - Finaled Expiration Date: 05/0812018 Address: 1966 Olivenhain Rd Encinitas, CA 92024-5676 IVR Number: 550 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Conduit at equipment rack Yes 11/09/2017 11/09/2017 BLDG-34 Rough 040153.2017 Partial Pass Andy Krogh Reinspection Incomplete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency Fueling stations ck to use with conduit Yes poured BLDG-53 040021-2017 Failed Andy Krogh Reinspection Complete Elec/Conduit/Wiring( Pools) Checklist Item COMMENTS Passed BLDG-Building Deficiency Wrong code No 12/01/2017 12/01/2017 BLDG-Fire Final 039027-2017 Passed Cindy Wong Complete Checklist Item COMMENTS Passed FIRE- Building Final Yes Checklist Item COMMENTS Passed FIRE- Building Final Yes 01/05/2018 01/05/2018 BLDG-Final 045220.2018 Passed Chris Renfro Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency Need special inspection report forms sent Yes over for torque or bolts and epoxy before finalizing BLDG-Plumbing Final Yes BLDG-Mechanical Final Yes BLDG-Structural Final Yes BLDG-Electrical Final Yes Complete January 05, 2018 Page 2 of 2 Permit Type: BLDG-Commercial Application Date: 08/042017 Owner: OLIVENHAIN MUNICIPAL WATER DISTRICT: PUBLIC AGENCY Work Class: Tenant Improvement Issue Date: 09/252017 Subdivision: RANCHO LAS ENCINITAS Status: Closed - Finaled Expiration Date: 05/08,2018 Address: 1966 Olivenhain Rd Encinitas, CA 92024-5676 IVR Number: 5500 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date 09/27/2017 09/27/2017 BLDG-81 035902-2017 Partial Pass Andy Krogh Reinspection Incomplete Underground Combo(11,12,21,31) Checklist Item COMMENTS Passed BLDG-il Foundation-Fig-Piers Footings for retairing walls, pipe bollards, Yes (Reber) light pole BLDG-31 Partial Yes Underground-Conduit Wring 10/03/2017 10/03/2017 BLDG-31 036580-2017 Passed Andy Krogh Complete U nd erg ro u nd/Cond u it - Wiring BLDG-34 Rough 036579-2017 Partial Pass Andy Krogh Reinspection Incomplete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency Bond ring No 10/05/2017 10/05/2017 BLDG-12 Steel/Bond 036874-2017 Partial Pass Andy Krogh Reinspection Incomplete Beam Checklist Item COMMENTS Passed BLDG-Building Deficiency Tank slab and housekeeping slab Yes 10/11/2017 10/11/2017 BLDG-12 Steel/Bond 037159-2017 Passed Andy Krogh Complete Beam Checklist Item COMMENTS Passed BLDG-Building Deficiency Decorative slab between tank slab and Yes asphalt 10/19/2017 10/19/2017 BLDG-12 Steel/Bond 038028-2017 Failed Andy Krogh Reinspection Complete Beam Checklist Item COMMENTS Passed BLDG-Building Deficiency Wrong code No BLDG-66 Grout 038027.2017 Passed Andy Krogh Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Two freestanding --mu block walls with Yes special inspection report 10/26/2017 10/26/2017 BLDG-12 Steel/Bond 038716-2017 Passed Andy Krogh Complete Beam Checklist Item COMMENTS Passed BLDG-Building Deficiency Slab on grade wash rack Yes BLDG-34 Rough 038715-2017 Partial Pass Andy Krogh Reinspection Incomplete Electrical January 05, 2018 Page 1 of 2 NinVO&MOUrp. FIELD TECHNICIAN'S DAILY REPORT - V 5710 Ruffin Road, San Diego, CA 92123 Report Date: July 20, 2017; Thursday Project Name: Fuel Pump & Wash Bay Relocation Project No: 108425001 Jurisdiction: OMWD Permit No.: N/A 1966 Olivenhain Rd Plan File No.: N/A Project Street Address: Encinitas, CA 92024 Contractor: Western Pump Approved Documents: 5-31-17 CODE DESCRIPTIONS OF WORK PERFORMED, SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. 1-Deere 310 Backhoe, 1-Cat 236B Bobcat, 1-JCB Loader, 1-Water Hose S17 On site today as requested for observation and testing during new Fuel Pump & Wash Bay Relocation operations. Upon my arrival to the site I met with both the contractor foreman (Rick - Western Pump), and (Mario Reed - OMWD) to discuss scope of work for the day. Contractor is osberved using the above said equipment to make removals on all areas of the proposed Fuel Pump & Wash Bay. Contractor had already made removals on the Paving areas of project to Sub Grade elevations (22" removal includes - 12" removal from existing finsih surface, plus Agg. Base and Paving section) prior to my arrival today. Paving areas of project were cut to sub grade elevations prior to my arrival, I observed clayey material not suitable to support intended improvements Sub Grade elevation. An additional 12" removal was reccomended and the use of import DG material was agreed on to replace clayey materials (4 foot removal section not yet complete and will be evaluated at the appropriate time during removals). Contractor is also observed making excavations for temporary 1" PVC Water service running North and South adjacent the West side of 4 foot removal areas. After excavations were completed, contractor is observed placing bedding material, installing 1" PVC and placing 10" of import select sand over 1" PVC (Moisture conditioning of import select sand material was observed after placement). No tsting today, observtion only. I noitied Mario Reed prior to my leaving the jobsite today. Contractor will continue with removals tomorrow, Friday 7-21-17. Weather: Attachments: Sunny - Mild START STOP REG. O.T. # OF TEST Mark MacCarthy STAFF TIME TIME HOURS HOURS SPECIMENS Name of Field Technician S-17 7:00 1:30 6.00 CODE: RW = Rework NIC = Not In Contract ST = Standby 1z24 WC = Work Cancelled Code - (No. of hours) Signature of Field Technic THE WORK 0 was 0 was not tested in accordance with 7/20/2017 the approved documents. Date Certification Number THE WORK TESTED met 0 did not meet the JOBSITECONTACASKEDTOSIGNTOVERIFYINSPEC11ONHOURSONLY.THECONTENTOF requirements of the approved documents. THIS REPORTAND FEE CHARGES ARE THE RESPONBQJTYOF OTHERS. MATERIAL SAMPLING 0 was 0 was not N/A Signature: ______________________________________ performed in accordance with the approved documents. Owner-Authorized Job Site Contact Field Technician's Daily Report 2013 v 1.1 Page 1 of 1 Nlnuo&AAr.tort FIELD MEMORANDUM - -v ' - IF 5710 Ruffin Road, San Diego, CA 92123 Report Date: July 20, 2017; Thursday Project Name: FuelPump & Wash Bay Relocation Project No: 108425001 Jurisdiction: OMWD Permit No.: 1966 Olivenhain Rd. Plan File No.: Project Street Address: Encinitas, CA 92-24 Contractor: Western Pump Approved Documents: 5-31-17 Subject: Subgrade Inspection DESCRIPTIONS OF WORK INSPECTED, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. On site today as requested for the inspection exposed Subgrade for the 12" removal and re compaction on the West portions of the work area. Upon my arrival to the Job site I met with Rick (Western Pump) and we discussed scope of work for the day. At the work location I observed removals to Sub Grade elevations comprised of Clayey material that appeared to be unsuitable to support intended improvements. I spoke with Ninyo and Moore project manager Kai Vedenoja, who agreed with replacing Clayey materials with Import DG material. These recommendations were discussed with Contractor foreman and Contractor agreed to import DG material to replace Clayey material. Recommendations: Remove unsuitable clayey material and replace with Impart DG material in the 12" removal sections. Signature: Mark MacCarthy - Senior FiqA Inspector Pagel of I Non-USA Field Memo 2013 V 1.6 108425001_Memo_MTM_2017-07-20.doc N/iwo &MIMwe FIELD TECHNICIAN'S DAILY REPORT V V 5710 Ruffin Road, San Diego, CA 92123 Report Date: July 21, 2017; Friday Project Name: Fuel Pump & Wash Bay Relocation Project No: 108425001 Jurisdiction: OMWD Permit No.: N/A Project Street Address: 1966 Olivenhain Rd. Plan File No.: N/A Encinitas, CA 92024 Contractor: Western Pump Approved Documents: 5-31-17 CODE DESCRIPTIONS OF WORK PERFORMED, SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. 1-Deere 310 Backhoe, 1-Cat 236B Bobcat, 1-JCB Loader, 1-Water Hose S-17 On site today as requested for continued observation during new Fuel Pump & Wash Bay Relocation operations. Upon my arrival to the site I met with contractor foreman (Rick - Western Pump) to discuss scope of work for the day. Contractor continues to be osberved using the above said equipment to make removals on Paving and proposed Fuel Pump & Wash Bay areas to Sub Grade elevations. Generated material from removals are exported to an offsite location throughout the day. Moisture condtioning is observed during removals and during exporting operations. Southeast portions of Fuel Pump & Wash Bay Pad, and Light Pole areas have not been completed during today's removal operations. Contractor continues removals throughout the day with little or no change in operations. "Tee-Probe" testing and observation only during work conducted today. Contractor will continue with export and will also continue with removal operations on Monday 7-24-17. Contractor indicated they would begin to import DG material on Monday 7-24-17 to be used as Fill material. **Contractor not required to Scarify and Re compact Sub Grade areas per project manager KAV of Ninyo and Moore. Weather: Attachments: Sunny - Mild STAFF I START I STOP I REG. O.T. I 4 O TEST I I TIME I TIME HOURS HOURS I SPECIMENS I S-17 I 7:00 I 2:30 I 7.00 I I I CODE: RW = Rework NIC = Not In Contract ST = Standby WC = Work Cancelled Code - (No. of hours) THE WORK S was 0 was not tested in accordance with the approved documents. THE WORK TESTED Z met 0 did not meet the requirements of the approved documents. MATERIAL SAMPLING LI was 0 was not Z N/A performed in accordance with the approved documents. Mark MacCarthy Name of Field Technician 7TfV41 Signature of Field Technicia 7/21/2017 Date Certification Number JOB SrrE CONTACT IS ASKED TO SIGN TO VERIFY INSPECTION HOURS ONLY. THE CONTENT OF This REPORT AND FEE CHARGES ARE THE RESPONSIBILITY OF OTHERS. Signature: Owner-Authorized Job Site Contact Field Technician's Daily Report 2013 V 1.1 Page 1 of 1 Nlnuo&A?ioure FIELD TECHNICIAN'S DAILY REPORT M IF 5710 Ruffin Road, San Diego, CA 92123 Report Date: July 24, 2017; Monday Project Name: OMWD/ FUEL PUMP & WASH BAY RELOCATION Project No: 108425001 Jurisdiction: OMWD Permit No.: 1966 OLIVENHAIN RD. Plan File No.: Project Street Address: ENCINITAS, CA 92024 Contractor: WESTERN PUMP Approved Documents: PLANS/ SPECS 5/31/17 CODE DESCRIPTIONS OF WORK PERFORMED, SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. Onsite as requested to provide in place density testing of soil placement for fill of Fuel pump and wash bay. Upon arrival, met with contractor foreman to discuss scope of work. Work is to be the re- movals od native material/ over-ex efforts and then backfill operations using the imported materials. Equipment : 1 - CAT 236B skidsteer, 1 - JCB 437ZX wheel loader, 1 XCMG CV83PD sheepsfoot roller, 1 - John Deere 310K back hoe. Observations: Observed contractor continue removal efforts of the 4 foot over-ex area. Was in- formed by the contractor that the light standard at the north-east corner of over-ex cannot yet be moved. Observed contractor used the wheel loader and skidsteer to perform removal efforts. Ob- served contractor performing moisture conditioning efforts using the hose. Was informed by contractor that no backfill efforts to be performed today and that they would possi- bly continue on Wednesday 7/26. Testing: No testing was performed at this time, observation only. Weather: Attachments: NONE CLOUDY-WARM START STOP REG. 0. T. #OFTEST DANIEL LINDSAY STAFF TIME TIME HOURS HOURS SPECIMENS Name of Field Technician S17 0830 1230 4.00 0.00 0 CODE: RW = Rework NIC = Not In Contract ST = Standby WC = Work Cancelled Code - (No. of hours) Signature of Field Technician THE WORK 2 was 0 was not tested in accordance with .7/24/2017 ICC 8200249 the approved documents. I Date Certification Number THE WORK TESTED Z met 0 did not meet the JOBSFIECONTACTISASKEDTOSIGNTOVERIFYINSPEC11ONHOURSONLY.ThECONTENT requirements of the approved documents. OFTHIS REPORTAND FEE CHARGES ARE THE RESPONSIBILITY OF OTHERS. MATERIAL SAMPLING E] was 0 was not 0 N/A Signature: ____________________________________ performed in accordance with the approved documents. Owner-Authorized Job Site Contact Pagel of 1 Field Technicians Daily Report 2013 V 1.6 108425001_DR_DSL_2017.07-24 NiffffO &AAnure FIELD TECHNICIAN'S DAILY REPORT V V 5710 Ruffin Road, San Diego, CA 92123 Report Date: July 27, 2017; Thursday Project Name: Fuel Pump & Wash Bay Relocation Project No: 108425001 Jurisdiction: OMWD Permit No.: N/A 1966 Olivenhain Rd. Plan File No.: N/A Project Street Address: Encinitas, CA 92024 Contractor: Western Pump Approved Documents: 5-31-17 CODE DESCRIPTIONS OF WORK PERFORMED, SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PRCGRESS, REMARKS, ETC. 1-Deere 310 Backhoe, 1-Cat 236B Bobcat, 1-JCB Loader, 1-Water Hose, 1- XCMG CV83PD Ride Along Sheepsfoot Wheel compactor, 1-Pneumatic Hand Whacker, 1-Vibraplate S-17 Back on site today as requested for continued observation during new Fuel Pump & Wash Bay Relocation operations. Upon my arrival to the site I met with contractor foreman (Rick - Western Pump) to discuss scope of work for the day. Contractor continues to be osberved using the above said equipment for today's operations in the Paving areas of Jobsite. Contractor is observed Hauling one load of removal material to an offisite location and then placing Import DG material in the Paving areas throughout the day. Contractor is observed Moisture Condtioning and Processing Import DG material using the Bobcat prior to and during placement operations. Contractor is osberved using the Pneumatic Hand Whacker, Vibraplate (on Corners and Edges), Loader and Ride Along Sheepsfoot Wheel compactor to compact removal bDttoms areas prior to DG placement. Contractor uses the Bobcat to place moisture conditioned and processed DG material during today's operations, then backdrags placed materials to spread and balance each lift. Contractor continues to use the Pneumatic Hand Whacker, Vibraplate, Loader with a full bucket and Ride Along Sheepsfoot Wheel compactor for compactior efforts on each lift during today's operations. These methods of Moisture conditioning, Processing, Placement and Compaction effDrts continue throughout the day with little or no change in operations. Tests taken indicate compaction results met project specs with moisture generally near optimum. Both the contractor and OMWD representative were informed of today's test results. Contractor will continue with same operations tomorrow (Friday 7-28-17). *All work areas today were visually classified as similar material to those tested previously at the Ninyo and Moore San Diego Lab. *Density tests followed ASTM D6938 with a 3430 TROXLER in above explained areas. Weather: Attachments: Sun STAFF I START I STOP I I REG. O.T. I #OF TEST TIME TIME HOURS HOURS SPECIMENS I S-17 I 7:00 I 2:30 I 7.00 I I I CODE: RW = Rework NIC = Not In Contract ST = Standby WC = Work Cancelled Code - (No. of hours) THE WORK Z was D was not tested in accordance with the approved documents. THE WORK TESTED E met 0 did not meet the requirements of the approved documents. MATERIAL SAMPLING 0 was 0 was not Z N/A performed in accordance with the approved documents. Mark MacCarthy Name of Field Technician IthI Signature of Field Technicia( 7/27/2017 Date Certification Number JOB SrrE CONTACT IS ASKED TO SIGN TO VERIFY INSPECTION HOURS ONLY. THECONTENT OF THIS REPORTAND FEE CHARGES ARE THE RESPONSIBILITY OF OTHERS. Signature: Owner-Authorized J Field Technicians Daily Report 2013 V 1.1 Page 1 of 1 Al/affo &Mulare FIELD TECHNICIAN'S DAILY REPORT 5710 Ruffin Road, San Diego, CA 92123 Report Date: July 28, 2017; Friday Project Name: Fuel Pump & Wash Bay Relocation Project No: 108425001 Jurisdiction: OMWD Permit No.: N/A 1966 Olivenhain Rd. Plan File No.: N/A Project Street Address: Encinitas, CA 92024 Contractor: Western Pump Approved Documents: 5-31-17 CODE DESCRIPTIONS OF WORK PERFORMED, SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. 1-Deere 310 Backhoe, 1-Cat 236B Bobcat, 1-JCB Loader, 1-Water Hose, 1- XCMG CV83PD Ride Along Sheepsfoot Wheel compactor, 1-Pneumatic Hand Whacker, 1-Vibraplate S-17 On site today as requested for continued observation during new Fuel Pump & Wash Bay Relocation operations. Upon my arrival to the site I met with contractor foreman (Rick - Western Pump) to discuss scope of work for the day. Contractor is osberved using the above said equipment for today's operations in the Fuel and Wash Bay Pad areas of Jobsite. Contractor still has not removed Light Standard at the North East areas of FuelPump/Wash Bay Pad, contractor anticipates completeing this on Monday (7-31-17). Contractor continues with placing Import DG material in the Fuel Pump/Wash Bat Pad areas throughout the day. Contractor is observed Moisture Condtioning and Processing Import DG material using the Bobcat and Loader prior to, and also continues during placement operations. Contractor uses the Bobcat to place moisture conditioned and processed DG material during today's operations, then backdrags placed material to spread and balance each lift. Contractor continues to use the Pneumatic Hand Whacker, Vibraplate, Loader with a full bucket of material and the Ride Along Sheepsfoot Wheel compactor for compaction efforts on each lift during today's operations. These methods of Moisture conditioning, Processing, Placement and Compaction efforts continue throughout the day with little or no change in operations. Tests taken indicate compaction results met project specs with moisture generally near optimum. Both the contractor and OMWD representative were informed of today's test results. Contractor will continue with same operations tomorrow (Friday 7-31-17). *All work areas today were visually classified as similar material to those tested previously at the Ninyo and Moore San Diego Lab. *Density tests followed ASTM D6938 with a 3430 TROXLER in above explained areas. Weather: Attachments: Sunny - Hot START STOP REG. O.T. #OF TEST STAFF TIME TIME HOURS HOURS SPECIMENS 8-17 7:00 2:00 6.50 CODE: RW = Rework NIC = Not In Contract ST Standby WC Work Cancelled Code - (No. of hours) THE WORK was 0 was not tested in accordance with the approved documents. THE WORK TESTED met 0 did not meet the requirements of the approved documents. MATERIAL SAMPLING 0 was 0 was not ED N/A performed in accordance with the approved documents. Field Technician's Daily Report 2013 V 1.1 Mark MacCarthy Name of Field Technician 7z4A Signature of Field Technici 7/28/2017 Date Certification Number JOB SITE CONTACT IS ASKED TO SIGN TO VERIFY INSPECTION HOURS ONLY. THE CONTENT OF THIS REPORT AND FEE CHARGES ARE THE RESPONSIBILITY OF OTHERS. Signature: Owner-Authorized Job Site Contact I Page l of 1 N/iwo &MUw FIELD TECHNICIAN'S DAILY REPORT 1! •# 7 5710 Ruffin Road, San Diego, CA 92123 Report Date: July 31, 2017; Monday Project Name: Fuel Pump & Wash Bay Relocation Project No: 108425001 Jurisdiction: OMWD Permit No.: N/A Project Street Address: 1966 Olivenhain Rd. Plan File No.: N/A Encinitas, CA 92024 Contractor: Western Pump Approved Documents: 5-31-17 CODE DESCRIPTIONS OF WORK PERFORMED, SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. 1-Deere 310 Backhoe, 1-Cat 236B Bobcat, 1-JCB Loader, 1-Water Hose, 1- XCMG CV83PD Ride Along Sheepsfoot Wheel compactor, 1-Pneumatic Hand Whacker, 1-Vibraplate S-17 On site today as requested for continued observation during new Fuel Pump & Wash Bay Relocation operations. Upon my arrival to the site I met with contractor foreman (Rick - Western Pump) to discuss scope of work for the day. Contractor is osberved using the above said equipment for today's operations in the Fuel and Wash Bay Pad areas of Jobsite. Contractor removed Light Standard, Footing and soils at the North East areas of Fue.lPumpash Bay Pad, removal material was loaded into a Dump truck and exported to another location. After removals were completed a: this location, the removal Bottoms werer "Tee-Probed and observed to be in generally Firm and Unyielding conditions. Contractor then compacts removal bottom and continues with placing Import DG material. Import DG material is placed in the Fuel Pump/Wash Bay Pad areas and the rest of work site including the Paved areas throughout the day. Contractor continues to be observed Moisture Condt oning and Processing Import DC material using the Bobcat and Loader prior to placement, and also continues during placement operations. Contractor uses the Bobcat and Loader to place moisture conditioned and processed DG material during today's operations, then backdrags placed material to spread and balance each lift. Contractor continues to use the Pneumatic Hand Whacker, Vibraplate, Loaderwith a full bucket of material and the Ride Along Sheepsfoot Wheel compactor for compaction efforts on each lift during today's operations. These methods of Moisture conditioning, Processing, Placement and Compaction efforts continue throughout the day with little or no change in operations. Tests taken indicate compaction results met project specs with moisture generally near optimLm. Both the contractor and OMWD representative were informed of today's test results. Contractor will continue with same operations tomorrow (Tuesday 8-01-17). *All work areas today were visually classified as similar material to those tested previously at the Ninyo and Moore San Diego Lab. *Density tests followed ASTM D6938 with a 3430 TROXLER in above explained areas. Weather: Attachments: Sunny - Warm STAFF START STOP REG. O.T. #OF TEST TIME TIME HOURS HOURS SPECIMENS S-17 7:00 2.00 6.50 CODE: RW =Rework NIC = Not In Contract ST = Standby WC = Work Cancelled Code - (No. of hours) THE WORK 0 was 0 was not tested in accordance with the approved documents. THE WORK TESTED Z met 0 did not meet the requirements of the approved documents. MATERIAL SAMPLING 0 was 0 was not Z N/A performed in accordance with the approved documents. Field Technician's Daily Report 2013 V 1.1 Mark MacCarthy Name of Field Technician Signature of Field Technici 7/31/2017 Date Certification Number JOB SITE CONTACT ISASKED TO SIGN TO VERIFY INSPECTION HOURS ONLY. THE CONTENT OF THIS REPORT AND FEE CHARGES ARE THE RESPONSIBILITY OF OTHERS. Signature: Owner-Authorized Job Site Contact Pagel of 1 NIIIII0&I1tUIW6 FIELD TECHNICIAN'S DAILY REPORT V •# V 5710 Ruffin Road, San Diego, CA 92123 Report Date: August 01, 2017; Tuesday Project Name: Fuel Pump & Wash Bay Relocation Project No: 108425001 Jurisdiction: OMWD Permit No.: N/A Project Street Address: 1966 Olivenhain Rd. Plan File No.: N/A Encinitas, CA 92024 Contractor: Western Pump Approved Documents: 5-31-17 CODE DESCRIPTIONS OF WORK PERFORMED, SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. 1-Deere 310 Backhoe, 1-Cat 236B Bobcat, 1-JCB Loader, 1-Water Hose, 1- XCMG CV83PD Ride Along Sheepsfoot Wheel compactor, 1-Pneumatic Hand Whacker, 1-Vibraplate S-17 On site today as requested for continued observation during new Fuel Pump & Wash Bay Relocation operations. Upon my arrival to the site I met with contractor foreman (Rick - Western Pump) to discuss scope of work for the day. Contractor continues to Import DG material and is osberved using the above said equipment for today's operations in the Fuel Pump/ Wash Bay Pad and Paved areas of Jobsite. Contractor continues to place Import DG material in the Fuel Pump/Wash Bay Pad and the Paved areas throughout the day. Contractor continues to be observed Moisture Condtioning and Processing Import DG material using the Bobcat and Loader prior to placement, and also continues during placement operations. Contractor uses the Bobcat and Loader to place moisture conditioned and processed DG material during today's operations, then backdrags placed material to spread and balance each lift. Contractor continues to use the Pneumatic Hand Whacker, Vibraplate, Loader with a full bucket of material and the Ride Along Sheepsfoot Wheel compactor for compaction efforts on each lift during today's operations. These methods of Moisture conditioning, Processing, Placement and Compaction efforts continue throughout the day with little or no change in operations. Tests taken indicate compaction results met project specs with moisture generally near optimum. Both the contractor and OMWD representative were informed of today's test results. Contractor will continue with same operations tomorrow (Tuesday 8-02-17). *All work areas today were visually classified as similar material to those tested previously at the Ninyo and Moore San Diego Lab. *Density tests followed ASTM 06938 with a 3430 TROXLER in above explained areas. Weather: Attachments: Sunny - Warm STAFF START STOP REG. O.T. #OF TEST TIME TIME HOURS HOURS SPECIMENS S-17 7:00 2.00 6.50 CODE: RW Rework NIC = Not In Contract ST = Standby WC Work Cancelled Code - (No. of hours) THE WORK was 0 was not tested in accordance with the approved documents. THE WORK TESTED met 0 did not meet the requirements of the approved documents. MATERIAL SAMPLING 0 was 0 was not Z N/A performed in accordance with the approved documents. Field Technician's Daily Report 2013 v 1.1 Mark MacCarthy Name of Field Technician Signature of Field TechnicØi 8/1/2017 Date Certification Number JOB SITECONTACT I5ASKED TO SIGN TO VERIFY INSPECTION HOURS ONLY. THE CONTENT OF THIS REPORTAND FEE CHARGES ARE THE RESPONSIBILITY OF OTHERS. Signature: Owner-Authorized Job Site Contact I Page 1 of 1 N/ni/c & Mnwe FIELD TECHNICIAN'S DAILY REPORT V 5710 Ruffin Road, San Diego, CA 92123 Report Date: August 02, 2017; Wednesday Project Name: Fuel Pump & Wash Bay Relocation Project No: 108425001 Jurisdiction: OMWD Permit 'Jo.: N/A Project Street Address: 1966 Olivenhain Rd. Plan File No.: N/A Encinitas, CA 92024 Contractor: Western Pump Approved Documents: 5-31-17 CODE DESCRIPTIONS OF WORK PERFORMED, SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. 1-Deere 310 Backhoe, 1-Cat 236B Bobcat, 1-JCB Loader, 1-Water Hose, 1- XCMG CV83PD Ride Along Sheepsfoot Wheel compactor, 1-Pneumatic Hand Whacker, 1-Vibraplate S-17 On site today as requested for continued observation during new Fuel Pump & Wash Bay Relocation operations. Upon my arrival to the site I met with contractor foreman (Rick - Western Pump) to discuss scope of work for the day. Contractor preppeing Sub Grade material in the Paved areas and the Fuel Pump/Wash Bay Pad, and Curb areas along North side of project today prior to my arrival to the jobsite. Contractor had fine graded during today's operations and was ready for testing when I arrived. Tests taken on Paved areas, the Fuel Pump/Wash Bay Pad and Curb areas indicate compaction results met project specs with moisture generally near optimum. Both the contractor and OMWD representative were informed of today's test results. Contractor will not need Ninyo and Moore onsite until next week and was informed to contact OMWD representative at least 24 hour prior to needing us onsite. *All work areas today were visually classified as similar material to those tested previously at the Ninyo and Moore San Diego Lab. *Density tests followed ASTM D6938 with a 3430 TROXLER in above explained areas. Weather: Attachments: Sunny - Hot STAFF START I STOP I REG. O.T. # OF TEST I I TIME I TIME HOURS HOURS I SPECIMENS I S-17 I 11:00 I 12:00 I 1.00 I I I CODE: RW = Rework NIC = Not In Contract ST Standby WC = Work Cancelled Code - (No. of hours) THE WORK 2 was 0 was not tested in accordance with the approved documents. THE WORK TESTED met 0 did not meet the requirements of the approved documents. MATERIAL SAMPLING 0 was 0 was not 0 N/A performed in accordance with the approved documents. Mark MacCarthy Name of Field Technician 27f Signature of Field Technici 8/2/2017 Date Certification Number JOB SITE CONTACT ISASKED TO SIGN TO VERIFY INSPECTION HOURS ONLY. THE CONTENT OF THIS REPORTAND FEEcHARGES ARE THE RESPONSIBILITY OF OTHERS. Signature: Owner-Authorized Job Site Contact Field Technician's Daily Report 2013 vi .1 Page l of 1 -v •' V 5710 Ruffin Road, San Diego, CA 92123 Report Date: August 10, 2017; Thursday Project Name: Fuel Pump & Wash Bay Relocation Project No: 108425001 Jurisdiction: OMWD Permit No.: N/A Project Street Address: 1966 Olivenhain Rd. Plan File No.: N/A Encinitas, CA 92024 Contractor: Western Pump Approved Documents: 5-31-17 CODE DESCRIPTIONS OF WORK PERFORMED, SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. I-Deere 310 Backhoe, 1-Cat 236B Bobcat, , 1-Water Hose, 1-Pneumatic Hand Whacker, 1-Vibraplate S17 On site today as requested for observation and testing during new Electrical Cinduit installation adjacent the new Fuel Pump & Wash Bay areas. Upon my arrival to the site I met with contractor foreman (Daniel - Western Pump) to discuss scope of work for the day. Contractor is observed backfilling 1" Electrical conduit adjacent the Fuel Pump/Wash Bay Pad in the parking lot areas of the jobsite. Contractor is observed Moisture conditionting Import sand material to be used during backfill operations. Contractor is observed using the Bobcat to process and place moisture conditioned Import sand material, while the Vibraplate and Pneumatic Hand Whacker are used for compaction efforts on each lift of placed material. Tests taken in the parking lot areas adjacent the Fuel Pump/Wash Bay Pad indicate compaction results met project specs with moisture generally near optimum. Both the contractor and OMWD representative were informed of today's test results. Contractor will continue with these same operations tomorrow (Friday 8-11-17). *All work areas today were visually classified as similar material to those tested previously at the Ninyo and Moore San Diego Lab. *Density tests followed ASTM D6938 with a 3430 TROXLER in above explained areas. Weather: Attachments: Sunny - Hot STAFF START STOP REG. O.T. # OF TEST TIME TIME HOURS HOURS SPECIMENS S-17 12:00 2:00 2.00 CODE: RW =Rework NIC = Not In Contract ST = Standby WC = Work Cancelled Code - (No. of hours) THE WORK N was D was not tested in accordance with the approved documents. THE WORK TESTED E met 0 did not meet the requirements of the approved documents. MATERIAL SAMPLING 0 was 0 was not 0 N/A performed in accordance with the approved documents. Field Technician's Daily Report 2013 v 1.1 Mark MacCarthy Name of Field Technician 7 eItzf Signature of Field Techniciajf 8/10/2017 Date Certification Number JOB SITE CONTACT IS ASKED TO SIGN TO VERIFY INSPECTION HOURS ONLY. THE CONTENT OF THIS REPORT AND FEE CHARGES ARE THE RESPONSIBILITY OF OTHERS. Signature: -Authorized Job Site Contact Page 1 of 1 N/iwo &Muwe FIELD TECHNICIAN'S DAILY REPORT 5710 Ruffin Road, San Diego, CA 92123 Report Date: August 11, 2017; Friday Project Name: Fuel Pump & Wash Bay Relocation Project No: 108425001 Jurisdiction: OMWD Permit No.: N/A Project Street Address: 1966 Olivenhain Rd. Plan File No.: N/A Encinitas, CA 92024 Contractor: Western Pump Approved Documents: 5-31-17 CODE DESCRIPTIONS OF WORK PERFORMED, SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. 1-Deere 310 Backhoe, 1-Cat 236B Bobcat,, 1-Water Hose, 1-Pneumatic Hand Whacker, 1-Vibraplate S47 On site today as requested for observation and testing during new Electrical Cinduit installation adjacent the new Fuel Pump & Wash Bay areas. Upon my arrival to the site I met with contractor foreman (Daniel - Western Pump) to discuss scope of work for the day. Contractor is observed backfilling 1" & 2" Electrical conduit adjacent the Fuel Pump/Wash Bay Pad in the parking lot areas of the jobsite. Contractor is observed Moisture conditionting Import Sand material and Class II Base material to be used during backfill operations. Contractor is observed using the Bobcat to process and place moisture conditioned Import Sand and Class II Base material, while the Contractor uses the Pneumatic Hand Whacker for compaction efforts on each lift of placed material. Tests taken in the parking lot areas adjacent the Fuel Pump/Wash Bay Pad on both materials indicate compaction results met project specs with moisture generally near optimum. Both the contractor and OMWD representative were informed of today's test results. Contractor will continue with these same operations on Monday (8-14- 17). *Bounced between another OMWD jobsite throughout the day. *All work areas today were visually classified as similar material to those tested previously at the Ninyo and Moore San Diego Lab. *Density tests followed ASTM D6938 with a 3430 TROXLER in above explained areas. Weather: Attachments: Sunny - Hot STAFF I I START I STOP I REG. O.T. I 4 O TEST TIME TIME HOURS HOURS I SPECIMENS I S-17 I 7:00 I 11:30 I 4.00 I I I CODE: RW = Rework NIC = Not In Contract ST = Standby WC = Work Cancelled Code - (No. of hours) THE WORK E was 0 was not tested in accordance with the approved documents. THE WORK TESTED met 0 did not meet the requirements of the approved documents. MATERIAL SAMPLING 0 was 0 was not Z N/A performed in accordance with the approved documents. Field Technicians Daily Report 2013 vi .1 Mark MacCarthy Name of Field Technician ?ia 4i?a4t4 Signature of Field Techniciaf 8/11/2017 Date Certification Number JOB SrrE CONTACT ISASKED TO SIGN TO VERIFY INSPECTION HOURS ONLY. THE CONTENT OF THIS REPORTAND FEE CHARGES ARE THE RESPONSIBILITY OF OTHERS. Signature: Page l of 1 Afilmov &AAaare FIELD TECHNICIAN'S DAILY REPORT -v 5710 Ruffin Road, San Diego, CA 92123 Report Date: August 18, 2017; Friday Project Name: Fuel Pump & Wash Bay Relocation Project No: 108425001 Jurisdiction: OMWD Permit No.: N/A 1966 Olivenhain Rd. Plan File No.: N/A Project Street Address: Encinitas, CA 92024 Contractor: Western Pump Approved Documents: 5-31-17 CODE DESCRIPTIONS OF WORK PERFORMED, SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. 1-Deere 310 Backhoe, 1-Cat 236B Bobcat,, I-Water Hose, 1-Pneumatic Hand Whacker, 1-Vibraplate S17 On site today as requested for continued observation and testing during Sewer Main operations adjacent the new Fuel Pump & Wash Bay areas. Upon my arrival to the site I met with contractor foreman (Rick - Western Pump) to discuss scope of work for the day. Contractor is observed Backfilling Sewer Main trench areas South of Fuel Pump & Wash Bay pad areas. Contractor has not placed any PVC in this trench because the trench will be relocated due to existing conduit in the design trench location. Backfill operations were not observed prior to my arrival, testing only. Contractor is observed Moisture conditionting DG spoils material during backfill and compaction operations. Contractor is observed using the Bobcat to process and place DG material, while the Contractor uses the Pneumatic Hand Whacker for compaction efforts on each lift of placed material. Test taken South adjacent the Fuel Pump/Wash Bay Pad on DG material indicate compaction results met project specs with moisture generally near optimum. Both the contractor and OMWD representative were informed of today's test results. *All work areas today were visually classified as similar material to those tested previously at the Ninyo and Moore San Diego Lab. *Density tests followed ASTM D6938 with a 3430 TROXLER in above explained areas. Weather: Attachments: Sunny - Hot STAFF START STOP REG. O.T. #OF TEST TIME TIME , HOURS HOURS SPECIMENS S-17 12:00 1:00 1.00 CODE: RW = Rework NIC = Not In Contract ST = Standby WC = Work Cancelled Code - (No. of hours) THE WORK 2 was 0 was not tested in accordance with the approved documents. THE WORK TESTED E met 0 did not meet the requirements of the approved documents. MATERIAL SAMPLING 0 was 0 was not 0 N/A performed in accordance with the approved documents. Field Technician's Daily Report 2013 vi .1 Mark MacCarthy Name of Field Technician 74 71dM Signature of Field Technicia 8/18/2017 Date Certification Number JOB SITE CONTACT IS ASKED TO SIGN TO VERIFY INSPEC11ON HOURS ONLY. THE CONTENT OF THIS REPORT AND FEE CHARGES ARE THE RESPONSIBIUTYOF OTHERS. Signature: Owner-Authorized Job Site Contact Page 1 of 1 N/nw' & Mnwe FIELD TECHNICIAN'S DAILY REPORT 5710 Ruffin Road, San Diego, CA 92123 Report Date: August 15, 2017; Tuesday Project Name: Fuel Pump & Wash Bay Relocation Project No: 108425001 Jurisdiction: OMWD Permit No.: N/A Project Street Address: 1966 Olivenhain Rd. Plan File No.: N/A Encinitas, CA 92024 Contractor: Western Pump Approved Documents: 5-31-17 CODE DESCRIPTIONS OF WORK PERFORMED, SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. On site today as requested for On site Sampling & Testing of Batched Concrete material from Robertson's Ready Mix (Mira Mar Plant), for freshly delivered concrete material of Mix Design #628114A (Concrete 4000 psi). On site at OMWD, Contractor is pouring Fresh concrete material (Mix #628114A-4000 PSI) for ST-2 Free Standing Curb areas along the North areas of Job site. Contractor is observed using a Vibratory Hose during placement of Fresh concrete material. Concrete supplier (Robertson's —Mira Mar plant) is delivering 10 CY of above stated Mix. One (1) set of Five (5) cylinders were cast today, sample was collected at the Concrete truck Chute while placing on the Western areas of Curb. On site testing was conducted for Slump (3.5") and Temperature (800), results were discussed with IOR and Contractor prior to leaving the site. Samples were stored on site until they are picked up the next day (Wednesday 8-16-17). Weather: Attachments: Sunny - Hot STAFF START STOP REG. O.T. #OFTEST TIME TIME HOURS HOURS SPECIMENS S-19 9:00 12:00 3.00 CODE: RW = Rework MC = Not In Contract ST = Standby WC Work Cancelled Code - (No. of hours) THE WORK E was 0 was not tested in accordance with the approved documents. THE WORK TESTED met 0 did not meet the requirements of the approved documents. MATERIAL SAMPLING E] was 0 was not 2 N/A performed in accordance with the approved documents. Field Technician's Daily Report 2013 a 1.1 MarkMacCarthy Name of Field Technician Signature of Field Techniciaf 8/15/2017 AC1#01140124 Date Certification Number JOB SITE CONTACT IS ASKED TO SIGN TO VERIFY INSPECTiON HOURS ONLY. THE CONTENT OF THIS REPORT AND FEE CHARGES ARE THE RESPONISBIUTYOF OTHERS. Signature: Owner-Authorized Job Site Contact Page 1 of 1 8 FIELD TECHNICIAN'S DAILY REPORT U, 5710 Ruffin Road, San Diego, CA 92123 Report Date: August 16, 2017; Wednesday Project Name: Fuel Pump & Wash Bay Relocation Project No: 108425001 Jurisdiction: OMWD Permit No.: N/A Project Street Address: 1966 Olivenhain Rd. Plan File No.: N/A Encinitas, CA 92024 Contractor: Western Pump Approved Documents: 5-31-17 CODE DESCRIPTIONS OF WORK PERFORMED, SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. 1-Deere 310 Backhoe, 1-Cat 236B Bobcat, , 1-Water Hose, 1-Pneumatic Hand Whacker, 1- S-17 Vibraplate On site today as requested for observation of the Sand/Oil Interceptor excavations area. Upon my arrival to the site I met with contractor foreman (Rick - Western Pump) to discuss scope of work for the day. Upon my arrival today, contractor had already began making excavations for the Sand/Oil Interceptor areas East of the future new Fuel Pump & Wash Bay Pad. After contractor had completed excavations contractor was observed using the Pneumatic Hand Whacker on removal bottoms. Tee- Probe inspection of the removal bottoms was conducted, the Sand/Oil Interceptor excavations were observed to be in firm and unyielding condtions. Contractor then was observed installing Filter Fabric material prior to placing 3/4" rock material. Observation only today. Inspector will call for next site visit. *picked up and delivered I set of 5 concrete cylinders (cast on 8-15-17 by myself), they were delivered to the Ninyo and Moore San Diego Lab for further curing and testing. Weather: Attachments: Sunny - Hot STAFF START STOP REG. O.T. #OF TEST TIME TIME HOURS HOURS SPECIMENS S-17 9:00 12:00 3.00 CODE: RW = Rework NIC = Not In Contract ST = Standby WC = Work Cancelled Code - (No. of hours) THE WORK 0 was D was not tested in accordance with the approved documents. THE WORK TESTED 0 met El did not meet the requirements of the approved documents. MATERIAL SAMPLING El was El was not ED N/A performed in accordance with the approved documents. Mark MacCarthy Name of Field Technician 7A 7?a4 Signature of Field Techniciajf 8/16/2017 Date Certification Number JOB SITE CONTACT IS ASKED TO SIGN TO VERIFY INSPECTION HOURS ONLY. THE CONTENT OF THIS REPORTAND FEE CHARGES ARE THE RESPONSIBIIJ1YOF OTHERS. Signature: NII11I0&ItIMT Field Technician's Daily Report 2013 v 1.1 Page 1 of 1 N/J79O&AAsure FIELD TECHNICIAN'S DAILY REPORT 5710 Ruffin Road, San Diego, CA 92123 Report Date: August 18, 2017; Friday Project Name: Fuel Pump & Wash Bay Relocation Project No: 108425001 Jurisdiction: OMWD Permit No.: N/A 1966 Olivenhain Rd. Plan File No.: N/A Project Street Address: Encinitas, CA 92024 Contractor: Western Pump Approved Documents: 5-31-17 CODE DEscRiplioNs OF WORK PERFORMED, SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. 1-Deere 310 Backhoe, 1-Cat 236B Bobcat,, 1-Water Hose, 1-Pneumatic Hand Whacker, 1-Vibraplate S17 On site today as requested for continued observation and tesing during Sewer Main operations adjacent the new Fuel Pump & Wash Bay areas. Upon my arrival to the site I met with contractor foreman (Rick - Western Pump) to discuss scope of work for the day. Contractor is observed Backfilling Sewer Main trench areas South of Fuel Pump & Wash Bay pad areas. Contractor has not placed any PVC in this trench because the trench will be relocated due to existing conduit in the design trench location. Backfill operations were not observed prior to my arrival, testing only. Contractor is observed Moisture conditionting DG spoils material during backfill and compaction operations. Contractor is observed using the Bobcat to process and place DG material, while the Contractor uses the Pneumatic Hand Whacker for compaction efforts on each lift of placed material. Test taken South adjacent the Fuel Pump/Wash Bay Pad on DG material indicate compaction results met project specs with moisture generally near optimum. Both the contractor and OMWD representative were informed of today's test results. *All work areas today were visually classified as similar material to those tested previously at the Ninyo and Moore San Diego Lab. *Density tests followed ASTM D6938 with a 3430 TROXLER in above explained areas. Weather: Attachments: Sunny STAFF I START I STOP I REG. I O.T. I #OFTEST TIME I TIME HOURS HOURS SPECIMENS I S-17 I 12:00 I 1:00 I 1.00 I I I CODE: RW = Rework NIC = Not In Contract ST = Standby WC = Work Cancelled Code - (No. of hours) THE WORK Z was LI was not tested in accordance with the approved documents. THE WORK TESTED met 0 did not meet the requirements of the approved documents. MATERIAL SAMPLING 0 was 0 was not E N/A performed in accordance with the approved documents. Mark MacCarthy Name of Field Technician 7 Signature of Field Technicia 8/18/2017 Date Certification Number JOB SITE CONTACT ISASKED TO SIGN TO VERIFY INSPECTION HOURS ONLY. THE CONTENT OF THIS REPORTAND FEE CHARGES ARE THE RESPONSIBILIIYOF OTHERS. Signature: Owner-Authorized Job Site Contact Field Technicians Daily Report 2013 vi .1 Page 1 of 1 Affima &AAnure FIELD TECHNICIAN'S DAILY REPORT -V 5710 Ruffin Road, San Diego, CA 92123 Report Date: August 21, 2017; Monday Project Name: Fuel Pump & Wash Bay Relocation Project No: 108425001 Jurisdiction: OMWD Permit No.: N/A 1966 Olivenhain Rd. Plan File No.: N/A Project Street Address: Encinitas, CA 92024 Contractor: Western Pump Approved Documents: 5-31-17 CODE DESCRIPTIONS OF WORK PERFORMED, SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. 1-Deere 310 Backhoe, 1-Cat 236B Bobcat, , 1-Water Hose, 1-Pneumatic Hand Whacker, 1-Vibraplate S17 On site today as requested for continued observation and testing during Sewer Main operations adjacent the new Fuel Pump & Wash Bay areas. Upon my arrival to the site I met with contractor foreman (Rick - Western Pump) to discuss scope of work for the day. Contractor continues Backfilling Sewer Main trench areas South of Fuel Pump & Wash Bay pad areas. Contractor has not placed any PVC in this temporary trench because the trench is being relocated due to existing conduit in the design trench location. Agg Base material Backfill operations were not observed prior to my arrival, testing only. Test taken South adjacent the Fuel Pump/Wash Bay Pad on Agg. Base material indicate compaction results met project specs with moisture generally near optimum. Both the contractor and OMWD representative were informed of today's test results. *All work areas today were visually classified as similar material to those tested previously at the Ninyo and Moore San Diego Lab. *Density tests followed ASTM D6938 with a 3430 TROXLER in above explained areas. Weather: Attachments: Sunny STAFF START STOP REG. O.T. # OF TEST TIME TIME HOURS HOURS SPECIMENS S-17 7:00 9:00 2.00 CODE: RW = Rework NIC = Not In Contract ST = Standby WC = Work Cancelled Code - (No. of hours) THE WORK Z was D was not tested in accordance with the approved documents. THE WORK TESTED Z met 0 did not meet the requirements of the approved documents. MATERIAL SAMPLING 0 was 0 was not Z N/A performed in accordance with the approved documents. Field Technicians Daily Report 2013 V 1,1 Mark MacCarthy Name of Field Technician 722 Signature of Field Technicia 8/21/2017 Date Certification Number JOB SITE CONTACT ISASKED TO SIGN TO VERIFY INSPECTION HOURS ONLY. THE CONTENT OF THIS REPORTAND FEE CHARGES ARE THE RESPONSIBILITY OFOTHERS. Signature: ntact Page l of 1 N/JZV0&AAQ8rG FIELD TECHNICIAN'S DAILY REPORT 5710 Ruffin Road, San Diego, CA 92123 Report Date: August 22, 2017; Tuesday Project Name: Fuel Pump & Wash Bay Relocation Project No: 108425001 Jurisdiction: OMWD Permit No.: N/A Project Street Address: 1966 Olivenhain Rd. Plan File No.: N/A Encinitas, CA 92024 Contractor: Western Pump Approved Documents: 5-31-17 CODE DESCRIPTIONS OF WORK PERFORMED, SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. 1-Deere 310 Backhoe, 1-Cat 236B Bobcat, , 1-Water Hose, 1-Pneumatic Hand Whacker, 1-Vibraplate, 1- Powder Puff S-17 On site today as requested for observation and testing duriig Curb/Wall backfill operations along Northern portions of the jobs site adjacent the Fuel Pump & Wash Bay areas. Upon my arrival to the site I met with contractor foreman (Rick - Western Pump) to discuss scope of work for the day. Contractor is observed using the Bobcat and Water Hose to moisture condtion and process excavated spoils material prior to placement. Contractor places materal with the Bobcat, while shovels and rakes are used to spread and balance each lift of placed material. Contractor is observed using the Pneumatic Hand Whacker on each lift of placed material for compaction efforts, while moisture conditioning continues throughout the day as needed. Contractor continues with these methods of Curb/Wall Backfill throughout the day with little or no change in operations. Test taken during Backfill operations indicate compaction results met project specs with moisture generally near optimum. Both the contractor and OMWD representative were informed of today's test results. *All work areas today were visually classified as similar material to those tested previously at the Ninyo and Moore San Diego Lab. *Density tests followed ASTM D6938 with a 3430 TROXLER in above explained areas. Weather: Attachments: Sunny - Hot STAFF START I STOP REG. I O.T. I # OF TEST I I TIME TIME HOURS HOURS SPECIMENS I S-17 I 7:00 1 2:30 I 7.00 I I I CODE: RW Rework NIC = Not In Contract ST = Standby WC = Work Cancelled Code - (No. of hours) THE WORK Z was 0 was not tested in accordance with the approved documents. THE WORK TESTED 2 met 0 did not meet the requirements of the approved documents. MATERIAL SAMPLING 0 was 0 was not N/A performed in accordance with the approved documents. Mark MacCarthy Name of Field Technician Signature of Field Technici' 8/22/2017 Date Certification Number JOB S1E CONTACT IS ASKED TO SIGN TO VERIFf INSPECTION HOURS ONLY. THE CONTENT OF THIS REPORT AND FEE CHARGES ARE THE RESPONSIBILITY OF OTHERS. Signature: Owner-Authorized Job Site Contact Field Technician's Daily Report 2013 V 11 Page 1 of 1 V 4W V 5710 Ruffin Road, San Diego, CA 92123 Report Date: August 23, 2017; Wednesday Project Name: Fuel Pump & Wash Bay Relocation Project No: 108425001 Jurisdiction: OMWD Permit No.: N/A Project Street Address: 1966 Olivenhain Rd. Plan File No.: N/A Encinitas, CA 92024 Contractor: Western Pump Approved Documents: 5-31-17 CODE DESCRIPTIONS OF WORK PERFORMED, SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. 1-Deere 310 Backhoe, 1-Cat 236B Bobcat, , 1-Water Hose, 1-Pneumatic Hand Whacker, 1-Vibraplate, 1-Powder Puff S-17 On site today as requested for observation and testing during 2" Electrical Conduit backfill operations South adjacent the Fuel Pump & Wash Bay areas. Upon my arrival to the site I met with contractor foreman (Rick - Western Pump) to discuss scope of work for the day. Contractor is observed backfllling 2" Electrical conduit blocked by temporary Work Trailers. Contractor was unably to make compaction efforts using the Pneumatic Hand Whacker because of temporary Work Trailer location to the trench areas, contractor had to wait until they were able to use a Powder Puff for compaction efforts. Contractor is observed using the Bobcat and Water Hose to moisture condtion and process excavated spoils material and Agg. Base materials prior to placement. Contractor places materal with the Bobcat, while a shovel is used to spread and balance each lift of placed material. Contractor is observed using the Powder Puff on each lift of placed material for compaction efforts, while moisture conditioning continues throughout the day as needed. Contractor continues with these methods of of Backfill throughout the day with little or no change in operations. Test taken during Backfill operations indicate compaction results met project specs with moisture generally near optimum. Both the contractor and OMWD representative were informed of today's test results. *All work areas today were visually classified as similar material to those tested previously at the Ninyo and Moore San Diego Lab. *Density tests followed ASTM D6938 with a 3430 TROXLER in above explained areas. Weather: Attachments: Coudy - Cool START STOP REG. O.T. #OF TEST STAFF TIME TIME HOURS HOURS SPECIMENS S-17 7:00 9:00 2.00 CODE: RW =Rework NIC = Not In Contract ST = Standby WC = Work Cancelled Code - (No. of hours) THE WORK E was D was not tested in accordance with the approved documents. THE WORK TESTED met 0 did not meet the requirements of the approved documents. MATERIAL SAMPLING 0 was 0 was not E N/A performed in accordance with the approved documents. Field Technician's Daily Report 2013 V 1.1 Mark MacCarthy Name of Field Technician 77z?a Signature of Field Technicia 8/23/2017 Date Certification Number JOB SITE CONTACT ISASKED TO SIGN TO VERIFY INSPECTION HOURS ONLY. THE CONTENT OF THIS REPORT AND FEE CHARGES ARE THE RESPONSIBILITY OF OTHERS. Signature: Owner-Authorized Job Site Contact Page l of 1 Afiffl/O&AAGare FIELD TECHNICIAN'S DAILY REPORT V V 5710 Ruffin Road, San Diego, CA 92123 Report Date: August 24, 2017; Thursday Project Name: Fuel Pump & Wash Bay Relocation Project No: 108425001 Jurisdiction: OMWD Permit No.: N/A Project Street Address: 1966 Olivenhain Rd. Plan File No.: N/A Encinitas, CA 92024 Contractor: Western Pump Approved Documents: 5-31-17 CODE DESCRIPTIONS OF WORK PERFORMED, SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PRCGRESS, REMARKS, ETC. 1-Deere 310 Backhoe, 1-Cat 236B Bobcat,, 1-Water Hose, 1-Pneumatic Hand Whacker, 1-Vibraplate S-17 On site today as requested for observation and testing during Curb/Wall Backfill and Sewer Trench backfill operations adjacent the Fuel Pump & Wash Bay areas. Upon my arrival to the site I met with contractor foreman (Rick - Western Pump) to discuss scope of work for the day. Contractor is observed Backifllirig Curb/Wall areas on North portions of Job Site, and 4" Sewer Main South adjacent the new Fuel Pump/Wash Bay areas. Contractor is observed placing W Rock material and providing Moistrue Conditionining on placed 3/4" Rock material over installed 4" Sewer PVC, then Contractor is observed using the Vibraplate on placed Rock material. Contractor then is observed placing Filter Fabric and Metallic Caution Tape prior to placement of Agg. Base material. Contractor is observed using the Bobcat and Water Hose to moisture condtion and process both excavated Spoils Material (DG) and Agg. Base Material prior to placement. Contractor places both materals after moisture conditioning and Processing with the Bobcat were conducted, while laborers use shovels and rakes to spread and balance each lift of placed material. Contractor is observed using the Pneumatic Hand Whacker on each lift of placed material for compaction efforts at both locations (Wall backfill & Agg. Base Material), while moisture conditioning continues throughout the day as needed. Contractor continues with these methods of Backfill throughout the day with little or no change in operations. Test taken during Backfill operations on both materials, indicate compaction results met project specs with moisture generally near optimum. Both the contractor and OMWD representative were informed of today's test results. *All work areas today were visually classified as similar material to those tested previously at the Ninyo and Moore San Diego Lab. *Density tests followed ASTM D6938 with a 3430 TROXLER in above explained areas. Weather: Attachments: Coudy - Mild STAFF I START I STOP I REG. O.T. #OF TEST I TIME TIME HOURS HOURS I SPECIMENS I S-17 I 8:00 I 2:30 I 6.00 I CODE: RW = Rework NIC = Not In Contract ST = Standby WC = Work Cancelled Code - (No. of hours) THE WORK 2 was 0 was not tested in accordance with the approved documents. THE WORK TESTED 2 met 0 did not meet the requirements of the approved documents. MATERIAL SAMPLING 0 was 0 was not 2 N/A performed in accordance with the approved documents. Mark MacCarthy Name of Field Technician z/?a Signature of Field Technicia 8/24/2017 Date Certification Number JOB SITE CONTACT ISASKED TO SIGN TO VERIFY INSPECTION HOURS ONLY. THE CONTENT OF THIS REPORTAND FEE CHARGES ARE THE RESPONSIBIIJTYOF OTHERS. / Signature: Owner-Authorized Job Site Contact Field Technician's Daily Report 2013 V 1.1 Page 1 of 1 NIIIII0&IV'sUWe FIELD TECHNICIAN'S DAILY REPORT -V 411611111' T - 5710 Ruffin Road, San Diego, CA 92123 F—eport Date: August 25, 2017; Friday Project Name: Fuel Pump & Wash Bay Relocation Project No: 108425001 Jurisdiction: OMWD Permit No.: N/A 1966 Olivenhain Rd. Plan File No.: N/A Project Street Address: Encinitas, CA 92024 Contractor: Western Pump Approved Documents: 5-31-17 CODE DESCRIPTIONS OF WORK PERFORMED, SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. 1-Deere 310 Backhoe, 1-Cat 236B Bobcat,, 1-Water Hose, 1-Pneumatic Hand Whacker, 1-Vibraplate S-17 On site today as requested for observation and testing during Electrical Trench backfill operations adjacent the Fuel Pump & Wash Bay and future Emergency Shut Off Controls. Upon my arrival to the site I met with contractor foreman (Rick - Western Pump) to discuss scope of work for the day. Contractor is observed Backifiling 1" & 2" Electrical conduit adjacent the new Fuel Pump/Wash Bay & Emeergency Shut Off Control areas. Contractor is also observed installing 2" PVC Air Vent for the Sand/Oil Intercepter which will be outlet above the future Wash Bay Canopy. Contractor is observed placing Import Bedding Sand and using the Vibraplate prior to installing 2" Air Vent PVC (No Backfill on 2" Air Vent PVC today). Contractor is osberved placing Import Sand material upto 14" over 1" & 2" Electrical Conduit and using the Pneumatic hand Whacker for compaction efforts. Contractor then is observed placing Metallic Caution Tape and will place Agg. Base material at a later date (No further Backfill or compaction efforts during today's site visit). Contractor is observed using the Bobcat and Water Hose to moisture condtion and process Import Sand Material prior to placement. Contractor places materal after Moisture conditioning and Processing with the Bobcat were conducted, while laborers use shovels and rakes to spread and balance each lift of placed material. Contractor is observed using the Pneumatic Hand Whacker on each lift of placed material for compaction efforts, while moisture conditioning continues throughout the day as needed. Contractor continues with these methods of Backfill with little or no change in operations. Tests taken during Backfill operations indicate compaction results met project specs with moisture generally near optimum. Both the contractor and OMWD representative were informed of today's test results. *All work areas today were visually classified as similar material to those tested previously at the Ninyo and Moore San Diego Lab. *Density tests followed ASTM D6938 with a 3430 TROXLER in above explained areas. Weather: Attachments: Coudy - Mild STAFF I START I STOP I REG. O.T. I # OF TEST I TIME TIME HOURS HOURS I SPECIMENS I S-17 I 7:00 I 10:00 I 3.00 I I I CODE: RW = Rework NIC = Not In Contract ST = Standby WC = Work Cancelled Code - (No. of hours) THE WORK E was 0 was not tested in accordance with the approved documents. THE WORK TESTED 0 met 0 did not meet the requirements of the approved documents. MATERIAL SAMPLING 0 was 0 was not E N/A performed in accordance with the approved documents. Mark MacCarthy Name of Field Technician 7Ai /t Signature of Field Technic 8/25/2017 Date Certification Number JOB SITE CONTACT IS ASKED TO SIGN TO VERIFY INSPECTION HOURS ONLY. THE CONTENT OF THIS REPORT AND FEE CHARGES ARE THE RESPONSIBILITY OF OTHERS. Signature: orized Job Site Contact Field Technician's Daily Report 2013 vi .1 Page 1 of 1 FIELD TECHNICIAN'S DAILY REPORT 5710 Ruffin Road, San Diego, CA 92123 Report Date: September 28, 2017; Thursday Project Name: Fuel Pump & Wash Bay Relocation Project No: 108425001 Jurisdiction: OMWD Permit No.: Protect Street Address: 1966 Olivenhain Rd. Plan File No.: Encinitas, CA 92024 Contractor: Western Pump Approved Documents: 5-31-17 CODE DESCRIPTIONS OF WORK PERFORMED, SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. On site as requested to perform ACI testing and sampling duties for concrete scheduled for placement. Upon arrival checked in with OMWD inspector Mario Reed then met with con- tractor to discuss scope of work. Western Pump: Contractor is placing 20.0 cu yards of Robertson's 4,000 psi concrete (mix# 628114A) for control panel housekeeping pad, canopy/CMU wall footings and protection posts around fuel tanks. Contractor is placing concrete by trailer pump; sample is obtained from chute. Sample information described below: Ambient concrete 6"x12" Load# Yards Location Temp Temp Slump Samples Housekeeping Pad 1 1 10.0 Footings forCanopy/CMU Walls 60o 80 5.0" 1 set of 5 Contractor and OMWD inspector are informed of test results. Cylinders are placed inside of cooler for initial curing. Weather: Attachments: Sunny S-AFF START STOP REG. O.T. TIME TIME HOURS HOURS S19 0700 0900 2.00 CODE: RW = Rework NIC = Not In Contract ST Standby WC = Work Cancelled Code - (No. of hours) THE WORK Swas 0 was not tested in accordance with the approved documents. THE WORK TESTED met 0 did not meet the requirements of the approved documents. MATERIAL SAMPLING M was 0 was not 0 N/A performed in accordance with the approved documents. Mike Laurenzano mFieldTeceldTech nicianan IT Signature of Field Technician 9/27/2017 [CC-8173152 Date Certification Number Joe SITE CONTACT IS ASKED TO SIGN TO VERIFY INSPECTION HOURS ONLY. THE CONTENT OF THIS REPORT AND FEE CHARGES ARE THE RESPONSIBILITY OF OTHERS. Signature: Owner-Authorized Job Site Contact #OF TEST SPECIMENS Pagel of 1 Fielc Technician's Daily Report 2013 v 1.6 108425001_DR_MJL_2017-09-28 4flngo&4Ft5Mwe FIELD TECHNICIAN'S DAILY REPORT 5710 Ruffin Road, San Diego, CA 92123 Report Date: September 29, 2017; Friday Project Name: Fuel pump and wash bay Project No: 108425001 Jurisdiction: OMWD Permit No.: Plan File No.: Project Street Address: Contractor: Approved Documents: CODE I DESCRIPTIONS OF WORK PERFORMED, SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. On site to pick up and transport one set of five cylinders back to N&M lab for testing. Weather: Attachments: STAFF I START I STOP I REG. O.T. I 4 O TEST I TIME TIME HOURS HOURS SPECIMENS S17 I I I 1.00 CODE: RW = Rework NIC = Not In Contract ST = Standby WC = Work Cancelled Code - (No. of hours) THE WORK ED was D was not tested in accordance with the approved documents. THE WORK TESTED E met 0 did not meet the requirements of the approved documents. MATERIAL SAMPLING 0 was 0 was not Z N/A performed in accordance with the approved documents. Field Technician's Daily Report 2013 vi .5 Bryan Johnson Name of Field Technician Signature of Field Technician 9/29/2017 Date Certification Number JOB SITE CONTACT ISASKEDTO SIGN TO VERIFYINSPEC11ON HOURS ONLY. THE CONTENT OF THIS REPORTAND FEE CHARGES ARE THE RESPONSIBILITY OF OTHERS. Signature: Owner-Authorized Job Site Contact Page l of 1 Field Technicians Daily Report (Non.DSA) 2013 0.5_NON MACRO TEST (1) NJV7#0&AAQ0re FIELD TECHNICIAN'S DAILY REPORT V 5710 Ruffin Road, San Diego, CA 92123 Report Date: October 02, 2017; Monday Project Name: OMWD/Fuel Pump & Wash Bay Relocation Project No: 108425001 Jurisdiction: OMWD Permit No.: Project Street Address: 1966 Olivenhain Rd Plan File No.: Encinitas CA Contractor: Western Pump Approved Documents: CODE DESCRIPTIONS OF WORK PERFORMED, SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. On site as requested in relief of Ninyo and Moore's technician Mike Laurenzano, to provide continued observation and testing during the backfill operations around and over the sand/oil interceptor, sample box and 4" clean out. Observed con- tractor during the placement and compaction of the aggbase section over the structures that were draped with Mirifi 140n filter fabric. Contractor had also backfilled the remaining sections of the utility trench located at and around the proposed emergency shut off and controls panel. Probing indicated generally firm and unyielding conditions and in place density test- ing was performed utilizing a Troxler 3430 nuclear gauge in accordance with ASTM 6938/1557 and results indicate conformance with the project documents. Contractor ran short on aggbase material and roughly 2" to 6" remains to be placed around the interceptor, sample box and cleanout. Work remains in progress, Ninyo and Moore will return on Wednesday 10/4/17 as scheduled. Time is total for both Mike Laurenzano and Timothy Timmerman Mike Laurenzano 4.0hrs Timothy L Timmerman 4.0hrs Total 8.0hrs combined Weather: Attachments: STAFF START STOP REG. O.T. # OF TEST Timothy L Timmerman TIME TIME HOURS HOURS SPECIMENS Name of Field Technician S17 7:00 3:00 8.00 CODE: RW =Rework NIC = Not In Contract ST = Standby WC = Work Cancelled Code - (No. of hours) Signature of Field Technician THE WORK E was LI was not tested in accordance with 10/212017 ICC8035412 the approved documents. Date Certification Number THE WORK TESTED 0 met 0 did not meet the JOB SITE CONTACT ASKED TO SIGN TO VERIFY INSPECTION HOURS ONLY. THE CONTENT OF requirements of the approved documents. THIS REPORT AND FEE CHARGES ARE THE RESPONSIBILITY OF OTHERS. MATERIAL SAMPLING 0 was 0 was not 0 N/A Signature: performed in accordance with the approved documents. Owner-Authorized Job Site Contact Pagel of 1 Field Technician's Daily Report 2013 V 1.6 108425001_DR_TLT-MJL_2017-10-02 AIII,uo&Mwwe FIELD TECHNICIAN'S DAILY REPORT -v " -v- 5710 Ruffin Road, San Diego, CA 92123 Report Date: October 04, 2017; Wednesday Project Name: OMWD/Fuel Pump & Wash Bay Relocation Project No: 108425001 Jurisdiction: OMWD Permit No.: 1966 Olivenhain Rd Plan File No.: Project Street Address: - Encinitas CA Contractor: Western Pump Approved Documents: CODE DESCRIPTIONS OF WORK PERFORMED, SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. On site as requested to provide observation and testing during the backfill operations for the new fuel tank grounding system that was placed around the perimeter of the fuel tank, backfill of the electrical trenches into the proposed fuel tank pad and for the aggbase placement for the fuel tank pad and housekeeping pad located at emergency shut off and control panel. Observed contractor placing imported moisture conditioned DG material as backfill for grounding system and for the two electrical trenches. Compaction efforts were made using a handwacker and probing of these shallow trenches indicated firm and unyielding conditions. Contractor is starting to form for the concrete pads where approximately 4" to 6" of aggbase remains to be placed. Contractor anticipates having aggbase sections ready for testing tomorrow in the am and Ninyo and Moore will return as scheduled. Aggbase section around the interceptor, sample box and cleanout still remains to be placed as noted on 10/2/17. Work remains in progress Weather: Attachments: STAFF START STOP REG. 0. T. #OFTEST Timothy L Timmerman TIME TIME HOURS HOURS SPECIMENS Name of Field Technician S17 7:00 11:00 4.00 CODE: RW = Rework NIC = Not In Contract ST = Standby WC = Work Cancelled Code - (No. of hours) Signature of Field Technician THE WORK E was 0 was not tested in accordance with 10/4/2017 ICC8035412 the approved documents. Date Certification Number THE WORK TESTED Z met 0 did not meet the JoBSrrECONTAcTISASKEDTOSIGNToVERIFYINSPECT1oNH0uRSONLY.THECoNTENTOF requirements of the approved documents. THIS REPORT AND FEE CHARGES ARE THE REspoNsIBllsrvorOTHERS. MATERIAL SAMPLING 0 was 0 was not Z N/A Signature: performed in accordance with the approved documents. Owner-Authorized Job Site Contact Page 1 of 1 Field Technicians Daily Report 2013 V 1.6 108425001_DR_TLT_2017-10-04 NInh,o&IiItrnut FIELD TECHNICIAN'S DAILY REPORT V - V 5710 Ruffin Road, San Diego, CA 92123 Report Date: October 05, 2017; Thursday Project Name: OMWD/Fuel Pump & Wash Bay Relocation Project No: 108425001 Jurisdiction: OMWD/City of Carlsbad Permit No.: Project Street Address: 1966 Olivenhain Rd Plan File No.: Encinitas CA Contractor: Western Pump Approved Documents: CODE DESCRIPTIONS OF WORK PERFORMED, SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PRCGRESS, REMARKS, ETC. On site as requested to provide observation and testing during the backfill operations for the new fuel tank pad and for the housekeeping pad located at the emergency shut off and controls. On standby initially as contractor continued to place ST_ 2.5hrs form work before backfill could begin. Once formwork was completed, observed contractor placing imported moisture con- ditioned CLII aggbase material as backfill in both locations aforementioned and for the required 4" section at fuel tank pad. Compaction efforts were made using a handwacker, probing indicates generally firm and unyielding conditions and in place density testing was performed at both the housekeeping pad and the fuel tank pad, utilizing a Troxler 3430 nuclear gauge in accordance with ASTM D6938/1557, results indicate conformance with the project documents. Contractor anticipates placing reinforcing steel in preparation for concrete placement tomorrow, Ninyo and Moore will return for special inspection on the reinforcing steel and concrete placement in the am. Weather: Attachments: START STOP REG. 0.1. #OFTEST Timothy L Timmerman STAFF TIME TIME HOURS HOURS SPECIMENS Name of Field Technician S17 7:00 1:30 6.50 CODE: RW =Rework NIC = Not In Contract ST = Standby WC = Work Cancelled Code - (No. of hours) Signature of Field Technician THE WORK 0 was 0 was not tested in accordance with 10/5/2017 ICC8035412 the approved documents. Date Certification Number THE WORK TESTED 0 met 0 did not meet the JOB srrE CONTACT IS ASKED TO SIGN TO VERIFY INSPECTION HOURS ONLY. THE CONTENT OF requirements of the approved documents. THIS REPORT AND FEE CHARGES ARE THE RESPONSIBILITY OF OTHERS. MATERIAL SAMPLING 0 was 0 was not N/A Signature: ______________________________________ performed in accordance with the approved documents. Owner-Authorized Job Site Contact Page 1 of 1 Field Technician's Daily Report 2013 a 1.6 106425001_DR_TLT_2017-10-05 NIIiIiO&IVirturt FIELD TECHNICIAN'S DAILY REPORT -v " -v - 5710 Ruffin Road, San Diego, CA 92123 Report Date: October 06, 2017; Friday Project Name: OMWD/Fuel Pump & Wash Bay Relocation Project No: 108425001 Jurisdiction: OMWD/City of Carlsbad Permit No.: Project Street Address: 1966 Olivenhain Rd Plan File No.: Encinitas CA Contractor: Western Pump Approved Documents: CODE DESCRIPTIONS OF WORK PERFORMED, SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. On site as requested to perform special inspection during the placement of concrete for the new 12" thick fuel tank pad and for the new 6" thick housekeeping pad. Prior to concrete placement inspection was made on the reinforcing steel, observed size, type, grade, spacing, lap and clearances of the reinforcing steel placed to be generally in conformance with the approved project documents at both pads. Observed placement of approximately 13 cubic yards of concrete mix design #628114A (4000p51) being supplied by Robertson's Es- condido plant for use today in the fuel tank pad only today. Concrete was distributed via mixer chutes directly into pad and consolidated with mechanical vibrator. During initial placement, the form work failed at the east side, however contractor immediately repaired and strengthened the remaining form work before resuming placement. A sample was collected from the first load and sampled for temperature which was 77 degrees, slump which was 5" and one set of five cylinders were cast for compressive strength testing. Weather: Attachments: STAFF START STOP REG. 0.1. #OF TEST Timothy LTimmerman TIME TIME HOURS HOURS SPECIMENS Name of Field Technician S21 6:30 t 4.00 CODE: RW =Rework NIC = Not In Contract ST = Standby WC = Work Cancelled Code - (No. of hours) Signature of Field Technician THE WORK 2 was 0 was not tested in accordance with 10/6/2017 ICC8035412 the approved documents. Date Certification Number THE WORK TESTED 0 met 0 did not meet the JOB srTE CONTACT ISASKED TO SIGN TO VERIFY INSPECUION HOURS ONLY. THE CONTENT OF requirements of the approved documents. THIS REPORTAND FEE CHARGES ARE THE RESPONBIIJ1YOFOTHERS. MATERIAL SAMPLING 0 was El was not Z N/A Signature: ______________________________________ performed in accordance with the approved documents. Owner-Authorized Job Site Contact Pagel of 1 Field Technicians Daily Report 2013 V 1.6 108425001_DR_TLT_2017-10-06 I.fII1gO&Itriure FIELD TECHNICIAN'S DAILY REPORT 5710 Ruffin Road, San Diego, CA 92123 Report Date: October 09, 2017; Monday Project Name: Fuel Tank Project No: 108425001 Jurisdiction: OMWD Permit No.: Project Street Address: Plan File No.: Contractor: Approved Documents: CODE DESCRIPTIONS OF WORK PERFORMED, SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. On-site to pick up and transport one set of cylinders back to N&M lab. Weather: Attachments: 77F STAFF START STOP REG. O.T. #OF TEST TIME TIME HOURS HOURS SPECIMENS S17 1.00 CODE: RW =Rework NIC = Not In Contract ST = Standby WC = Work Cancelled Code - (No. of hours) THE WORK E was 0 was not tested in accordance with the approved documents. THE WORK TESTED 0 met 0 did not meet the requirements of the approved documents. MATERIAL SAMPLING 0 was 0 was not Z N/A performed in accordance with the approved documents. Field Technician's Daily Report 2013 v 1.5 Bryan Johnson ame of Fl le hnician 4a 9hn Signature of Field Technician 10/9/2017 Date Certification Number JOB SITE CONTACT ISASKED TO SIGN TO VERIFYINSPEC11ON HOURS ONLY. THE CONTENT OF THIS REPORTAND FEE CHARGES ARE THE RESPONSIBILITY OF OTHERS. Signature: Owner-Authorized Job Site Contact I Page l of 1 108425001_SP_BHJ_2017-10-9 NIflhI1J&aVlI%DXt FIELD TECHNICIAN'S DAILY REPORT -v 5710 Ruffin Road, San Diego, CA 92123 Report Date: October 10, 2017; Tuesday Project Name: OMWD/Fuel Pump & Wash Bay Relocation Project No: 108425001 Jurisdiction: OMWD/City of Carlsbad Permit No.: Project Street Address: 1966 Olivenhain Rd Plan File No.: Encinitas CA Contractor: Western Pump Approved Documents: CODE DESCRIPTIONS OF WORK PERFORMED, SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. On site as requested to perform observation and provide in place density testing during the placement of the aggbase section for PCC flatwork around the fuel tank pads and steel posts. Observed contractor placing approximately +-8" of im- ported moisture conditioned CIII aggbase material, compaction efforts were made using a handwacker. Probing indicates generally firm and unyielding conditions and in place density testing was performed, utilizing a lroxler 3430 nuclear gauge in accordance with ASTM D6938/1557, results indicate conformance with the project documents. Also observed that con- tractor has pre drilled for the required friction slab dowels into the fuel tank pad per detail, however dowels have yet to be installed. Weather: Attachments: Off site between 8:00 to 9:30 STAFF START STOP REG. O.T. # OF TEST Timothy I Timmerman TIME TIME HOURS HOURS SPECIMENS Name of Field Technician S17 7:00 12:30 4.00 CODE: RW = Rework NIC = Not In Contract ST = Standby WC = Work Cancelled Code - (No. of hours) Signature of Field Technician THE WORK 0 was 0 was not tested in accordance with 10/10/2017 ICC8035412 the approved documents. Date Certification Number THE WORK TESTED 0 met 0 did not meet the JOB SITE CONTACT ISASKDTO SIGN TO VERIFY INSPECTION HOURS ONLY. THE CONTENT OF requirements of the approved documents THIS REPORTAND FEE CHARGES ARE THE RESPONSIBUJTYOFOTHERS. MATERIAL SAMPLING 0 was 0 was not N/A Signature:______________________________________ performed in accordance with the approved documents. Owner-Authorized Job Site Contact Page l of 1 Field Technician's Daily Report 2013 v 1.6 108425001DR_TLT_2017-1O-10 A#J74fV&AAQQr8 FIELD TECHNICIAN'S DAILY REPORT V 4LW V 5710 Ruffin Road, San Diego, CA 92123 Report Date: October 17, 2017; Tuesday Project Name: OMWD/ FUEL PUMP & WASH BAY RELOCATION Project No: 108425001 Jurisdiction: OMWD/ CITY OF CARLSBAD Permit No.: 1966 OLIVENHAIN RD Plan File No.: Project Street Address: SAN DIEGO, CA 92024. Contractor: WESTERN PUMP Approved Documents: PLANS - 11-4-16 CODE DESCRIPTIONS OF WORK PERFORMED, SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. Onsite as requested to provide observation and in place density testing of base placement opera- tions. Upon arrival, met with contractor foreman. Pad just south of CMU wall and just north of refuel pad. Equipment: 1 - CAT 236B skid steer; 1 - Wacker DS720 motorized tamper Observations: Observed contractor perform moisture condition efforts using a hose. Observed contractor place base material into the pad area using the skid steer. Observed contractor perform compaction efforts us- ing the tamper. Testing: Performed a total of 2 ea. in place field density test of the prepared material in accordance with ASTM 6938 (Troxler 3430). Test results indicate conformance with plan specifications. Notified con- tractor and project inspector. Weather: Attachments: NONE CLEAR - WARM START STOP REG. O.T. #OF TEST DANIEL LINDSAY STAFF TIME TIME HOURS HOURS SPECIMENS Name of Field Technician S17 1000 1230 2.50 0.00 0 CODE: RW =Rework NIC = Not In Contract ST = Standby WC = Work Cancelled Code - (No. of hours) Signature of Field Technician THE WORK 0 was 0 was not tested in accordance with 10/17/2017 ICC 8200249 the approved documents. Date Certification Number THE WORK TESTED Z met 0 did not meet the JOB SITE CONTACT ISASKED TO SIGN TOVEFZIFY INSPECTION HOURS ONLY. THE CONTENT OF requirements of the approved documents. THIS REPORTAND FEE CHARGES ARE THE RESPoNSiBILrryoFoTHERS. MATERIAL SAMPLING fl was 0 was not Z N/A Signature: ___________________________________ performed in accordance with the approved documents. Owner-Authorized Job Site Contact ___ Page 1 of 1 Field Technician's Daily Report 2013 V 1,6 108425001_DR_DSL_2017-10-17 N*wD&Muwe SPECIAL INSPECTOR'S DAILY REPORT 5710 Ruffin Road, San Diego, CA92123 [Report Date: October 18, 2017; Wednesday Project Name: OMWD/ Fuel Pump & Wash Bay Relocation Project No: 108425001 Jurisdiction: Encinitas, Ca. 92024 Permit No.: CBC2017-0424 Project Street Address: 1966 Olivenhain Rd. Plan File No.: Encinitas Ca. 92024 Contractor: Western Pump Approved Documents: TYPE OF INSPECTION/TEST: 0 Deep Foundation 0 Shotcrete 0 Welding El Reinforced Concrete Z Masonry 0 Fireproofing o Pre-Stressed Concrete 0 High Strength Bolting 0 Other: CODE DESCRIPTIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. Arrived on site to perform Special Inspection for Structural Masonry @ OMWD Headquarters Fuel Pump & Wash Bay Relocation. I met with OMWD Representative Mario and Western Pump Superintendent Mark Thayer to discuss the scope of work involved in the project. I re- viewed the approved drawings noting detail 2/AS-2.0 for CMU Site Wall. The Layup in progress appears to conform to the approved drawings. Mortar samples have been made once. One mason & one tender awaiting CMU Block delivery to continue wall lay up. Weather: Attachments: Clear START STOP REG. 0. T. #OF TEST . Patrick N. Simmons STAFF TIME TIME HOURS HOURS SPECIMENS Name of Inspector S23 0800 1200 4.00 c'4t14j24- CODE: RW = Rework NIC = Not In Contract ST Standby WC = Work Cancelled Code -(No. of hours) Signature of Inspector THE WORK N was 0 was not inspected in accordance 10/18/2017 ICC # 1138471 with the approved documents. Date Certification Number THE WORK INSPECTED 0 met 0 did not meet the JOBSITECONTACTISASKEDTOSIGNTOVERIFYINSPECTIONHOURSONLY.THECONTENTOF requirements of the approved documents. THIS REPORT AND FEE CHARGES ARE THE RESPONSIBILITY OF OTHERS. MATERIAL SAMPLING 0 was 0 was not Z N/A Signature . ______________________________________ performed in accordance with the approved documents. Owner-Authorized Job Site Contact Page 1 of 1 Special Inspector's Daily Report 2013 V 1.6 . 108425001_SIR_PNS_2017-10-18 dccx NI',',o&Ilteiire SPECIAL INSPECTOR'S DAILY REPORT 5710 Ruffin Road, San Diego, CA92123 Report Date: October 19, 2017; Thursday Project Name: OMWD/ Fuel Pump & Wash Bay Relocation Project No: 108425001 Jurisdiction: Encinitas, Ca. 92024 Permit No.: CBC2017-0424 Project Street Address: 1966 Olivenhain Rd. Plan File No.: Encinitas Ca. 92024 Contractor: Western Pump Approved Documents: TYPE OF INSPECTiON/TEST: 0 Deep Foundation 0 Shotcrete 0 Welding 0 Reinforced Concrete Z Masonry 0 Fireproofing 0 Pre-Stressed Concrete 0 High Strength Bolting 0 Other: CODE DESCRIPTIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. Arrived on site to perform Special inspection for Structural Masonry @ OMWD Headquarters Fuel Pump & Wash Bay Relocation. I met with OMWD Representative Mario and Western Pump Superintendent Mark Thayer to discuss the scope of work involved in the project. I re- viewed the approved drawings noting detail 2/AS-2.0 for CMU Site Wall. The Layup in progress appears to conform to the approved drawings. Mortar samples have been made once. One mason & one tender laying up on Wash Bay Electrical Wall to top of Wall Elevation of 10 courses above Feet Above top of footing level where as Wash Bay CMU Wall is 11 cours- es above top of footing level. Verified the reinforcing steel installation for size, grade, laps, locations & clearances. Walls blown free & clean of dust & debris, cleanouts closed ready to place grout after Mortar is dry. I cast one set of Mortar and one set of grout samples on site today. Verified the placement and consolidation of 5.0 cubic yards of Mix # 61833-3000 PSI @ 28 days. Grout was place & consolidated @ CMU Electrical Wall and Wash Bay Wail. Weather: Attachments: Cloudy START STOP REG. 0. T. #OF TEST Patrick N. Simmons STAFF TIME TIME HOURS HOURS SPECIMENS Name of Inspector S23 0700 1300 6.00 7.0 ) . zzie /1/. hthtfr41 CODE: RW = Rework NIC = Not In Contract ST = Standby WC = Work Cancelled Code - (No. of hours) Signature of Inspector THE WORK ED was 0 was not inspected in accordance 10/19/2017 ICC # 1138471 with the approved documents. Date Certification Number THE WORK INSPECTED E met 0 did not meet the JOB srrE CONTACT IS ASKED TO SIGN TO VERIFY INSPECTION HOURS ONLY. THE CONTENT OF requirements of the approved documents. THIS REPORT AND FEE CHARGES ARE THE RESPONSIBILITY OFOTHERS, MATERIAL SAMPLING Z was 0 was not 0 N/A Signature: ______________________________________ performed in accordance with the approved documents. Owner-Authorized Job Site Contact Pagel of 1 Special Inspectors Daily Report 2013 V 1.6 108425001_SIR_PNS_2017-10-19.docx NI,,uo&IiAoort FIELD TECHNICIAN'S DAILY REPORT -Y 4W -Y - 5710 Ruffin Road, San Diego, CA 92123 Report Date: October 20, 2017; Friday Project Name: OMWD/Fuel pump & Wash bay Relocation Project No: 108425001 Jurisdiction: OMWD/City of Carlsbad Permit No.: 1966 Olivenhain Rd Plan File No.: Project Street Address: Encinitas CA Contractor: Western Pump Approved Documents: CODE DESCRIPTIONS OF WORK PERFORMED, SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. On site as requested to perform ACI sampling and testing of freshly placed concrete for the Concrete pavement be- tween the fuel tank pad and CMU wash bay and for the concrete swale along the west side of project site. Observed and monitored placement of 15 cubic yards of concrete mix design #628114A being supplied by Robertson's. A sample was collected form first load, slump was 4.5", temperature was 77 degrees and one set of five 6"x12" cylinders were cast for compressive strength testing. Contractor anticipates grading for the remaining PCC pavement and placing of aggbase sec- tion starting next week, Ninyo and Moore will return as requested. Weather: Attachments: Overcast STAFF START STOP REG. O.T. # OF TEST Timothy I Timmerman TIME TIME HOURS HOURS SPECIMENS Name of Field Technician S19 6:30 9:30 3.00 5 CODE: RW = Rework NIC = Not In Contract ST = Standby WC = Work Cancelled Code - (No. of hours) Signature of Field Technician THE WORK 0 was LI was not tested in accordance with 10/20/2017 ICC8035412 the approved documents. Date Certification Number THE WORK TESTED met LI did not meet the JOB SITE CONTACT IS ASKED TO SIGN TO VERIFY INSPECTION HOURS ONLY. THE CONTENTOF requirements of the approved documents. This REPORT AND FEE CHARGES ARE THE RESPONSIBIUTYOF OTHERS. MATERIAL SAMPLING E was LI was not N/A Signature:______________________________________ performed in accordance with the approved documents. Owner-Authorized Job Site Contact Page l of 1 Field Technician's Daily Report 2013 V 1.6 108425001_DR_TLT_2017-10-20.dorm NII111O&I1ftt%DX't FIELD TECHNICIAN'S DAILY REPORT V V 6710 Ruffin Road, San Diego, CA 92123 Report Date: October 23, 2017; Monday Project Name: OMWD/Fuel Pump & Wash Bay Relocation Project No: 108425001 Jurisdiction: OMWD Permit No.: Project Street Address: 1966 Olivenhain Rd Plan File No.: Encinitas CA Contractor: Western Pump Approved Documents: CODE DESCRIPTIONS OF WORK PERFORMED, SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. On site as requested to provide geotechnical observation and provide in place density :esting during the aggbase sec- tion placement for the proposed wash bay pad and new AC pavement West of pad. Observed contractor moisture conditioning the under laying competent subgrade materials that was tested during the original grading operations on 8/2/17, prior to placing imported moisture conditioned CIII aggbase. Contractor is working on placement today mostly in the corners and against the new concrete and CMU walls and compacting using a handwacker. Contractor anticipates bringing in a steel drum roller for the main open areas tomorrow. Work remains in progress and Ninyo and Moore will re- turn tomorrow for in place density testing. Also collected concrete cylinders that were cast on 10/20/17 and mortor and grout samples that were cast on 10/19/17 for transportation to Ninyo and Moore lab in San Diego for sample log in, curing and analysis. Weather: Attachments: Clear STAFF START STOP REG. O.T. # OF TEST Timothy L Timmerman TIME TIME HOURS HOURS SPECIMENS Name of Field Technician S17 7:30 10:30 3.00 15 CODE: RW = Rework NIC = Not In Contract ST = Standby WC = Work Cancelled Code - (No. of hours) Signature of Fielc Technician THE WORK 0 was 0 was not tested in accordance with 10/23/2017 ICC8035412 the approved documents. Date Certification Number THE WORK TESTED 0 met 0 did not meet the JOB SITE CONTACT ISASKED TO SIGN TOVERIFY INSPECTION HOURS ONLY. THE CONTENT OF requirements of the approved documents. THIS REPORTAND FEE CHARGES ARE THE RESPONSIBILITYOF OTHERS. MATERIAL SAMPLING 0 was 0 was not 0 N/A Signature: ______________________________________ performed in accordance with the approved documents. Owner-Auftorized Job Site Contact Page l of 1 Field Technician's Daily Report 2013 V 1.6 108425001_DR_TLT_2017-10-23 NIniPJ&inov FIELD TECHNICIAN'S DAILY REPORT -v -v- 5710 Ruffin Road, San Diego, CA 92123 Report Date: October 24, 2017; Tuesday Project Name: OMWD/Fuel Pump & Wash Bay Relocation Project No: 108425001 Jurisdiction: OMWD Permit No.: 1966 Olivenhain Rd Plan File No.: Project Street Address: Encinitas CA Contractor: Western Pump Approved Documents: CODE DESCRIPTIONS OF WORK PERFORMED, SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. On site as requested to provide continued geotechnical observation and to perform in place density testing during the aggbase section placement for the proposed wash bay pad and on the new AC pavement West of the pad and around the new fuel tank pad. Observed contractor moisture conditioning the under laying competent subgrade materials that was tested during the original grading operations on 8/2/17, prior to continued placement of imported moisture conditioned CUI aggbase. Two in place density tests were performed utilizing a Troxler 3430 nuclear gauge, in accordance with ASTM 1557/D6938, results indicate conformance with the project documents. Contractor is to continue with aggbase placement operations and Ninyo and Moore will return on 10/26/17 as requested to perform testing on remaining sections of aggbase being placed, work remains in progress. Weather: Attachments: Clear STAFF START STOP REG. O.T. # OF TEST Timothy L Timmerman TIME TIME HOURS HOURS SPECIMENS Name of Field Technician S17 8:00 11:00 3.00 CODE: RW = Rework NIC = Not In Contract ST = Standby WC = Work Cancelled Code - (No. of hours) Signature of Field Technician THE WORK ED was was not tested in accordance with 10/24/2017 ICC8035412 the approved documents. . Date Certification Number THE WORK TESTED N met 0 did not meet the JOB SITE CONTACT IS ASKED TO SIGN To vERiFy iNspEcnON HOURS ONLY. THE CONTENT OF requirements of the approved documents. THIS REPORT AND FEE CHARGES ARE THE RESPoNsIBIuTvoFOTHERS. MATERIAL SAMPLING E] was 0 was not Z N/A Signature: ______________________________________ performed in accordance with the approved documents. Owner-Authorized Job Site Contact Pagel of 1 Field Technician's Daily Report 2013 V 1.6 108425001DR_TLT_2017-10-24 NII71I0&I1AU0T8 SPECIAL INSPECTOR'S DAILY REPORT V RD' 5710 Ruffin Road, San Diego, CA 92123 Report Date: October 26, 2017; Thursday Project Name: OMWD/Fuel Pump & Wash Bay Relocation Project No: 108425001 Jurisdiction: OMWD/City of Carlsbad Permit No.: Project Street Address: 1966 Olivenhain Rd Plan File No.: Enicuntas CA Contractor: Western Pump Approved Documents: TYPE OF INSPECTION/TEST: 0 Deep Foundation 0 Shotcrete [:Welding Z Reinforced Concrete 0 Masonry El Fireproofing 0 Pie-Stressed Concrete El High Strength Bolting 0 Other: soils CODE DESCRIPTIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. Jauregui & Culver Inc; Observed contractor during installation of post installed anchors for the fuel tank pad, dispensers and card reader, into the 3000psi concrete. A total of (8) 5/8"x6" Hilti KBTZ SS anchors with a minimum embedment of 3- 5/8" were installed for the tank pad, a total of (8) Hilti KBTZ SS anchors with a minimum embedment of 2-5/8" were in- stalled for the dispensers - 4 on each, and a total of (4) 3/8"x 3-3/4" Hilti KBTZ SS anchors with a minimum embedment of 2-1/4" were installed for the card reader. Anchor types, sizes and embedment's were per project documents and installa- tion was performed in accordance with the manufactures recommendations and utilizing the installation guidelines in accordance with the ICC-ESR-1917. Western Pump; Observed contractor had completed the aggbase placement for the PCC pavement section at the wash bay area and reinforcing steel has been placed at 12" O.C. E.W., probing indicated generally firm an unyielding conditions and in place density had been performed on 10/24/17, area is ready for concrete and contractor is expected to place con- crete on 10/27. Aggbase has been stockpiled in the proposed new asphalt pavement area west of the wash bay pad, and work remains in progress. Weather: Attachments: START STOP REG. 0. T. # OF TEST Timothy I Timmerman STAFF TIME TIME HOURS HOURS SPECIMENS Name of Insoector S21 6:30 1 10:30 4 CODE: RW = Rework NIC = Not In Contract ST = Standby WC = Work Cancelled Code - (No. of hours) Signature of Inspector THE WORK 0 was El was not inspected in accordance 10/26/2017 ICC8035412 with the approved documents. Date Certification Number THE WORK INSPECTED met 0 did not meet the JOBSFFECONTACTISASKEDTOSK3NTOVERIFYINSPECT1ONHOURSONLY.THECONTENTOF requirements of the approved documents. THS REPORTAND FEE CHARGES ARE THE RESPONSIBIUTYOF OTHERS. MATERIAL SAMPLING 0 was El was not 0 N/A Signature: ______________________________________ performed in accordance with the approved documents. Owner-Authorized Job Site Contact Pagel of 1 Special inspector's Daily Report 2013 v 1.6 108425001_SIR_TLT_2017-10-26 NlnuiJ&IJiurffe FIELD TECHNICIAN'S DAILY REPORT -v -v- 5710 Ruffin Road, San Diego, CA 92123 Report Date: October 27, 2017; Friday Project Name: OMWD/ FUEL PUMP & WASH BAY RELOCATION Project No: 108425001 Jurisdiction: OMWD/ CITY OF CARLSBAD Permit No.: 1966 OLIVENHAIN RD . Plan File No.: Project Street Address: SAN DIEGO, CA 92024 Contractor: WESTERN PUMP Approved Documents: PLANS - 11-4-16 CODE DESCRIPTIONS OF WORK PERFORMED, SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. Onsite as requested to observe and perform ACT technician duties for concrete pour of wash bay. Supplier is Robertson's, mix design 628114a, with an estimated total yards of 10+. Observations: 1st load (#1308) Onsite at 0732. Per contractors request, 5 gallons of water was added to the load prior to placement. Batched at 0641. Sampled and tested at 0755. Slump = 5", temp = 79 deg.(F). Prepared I set of 5 ea. 6" x 12" concrete sample cylinders. 2 load (#1472) Onsite at 0813. No further loads needed at this time. Total loads delivered - 2, total placed - 2, total yards placed —20. Water added onsite was within allowable limits. Weather: Attachments: NONE CLEAR - WARM STAFF START STOP REG. O.T. # OF TEST DANIEL LINDSAY TIME TIME HOURS HOURS SPECIMENS Name of Field Technician S19 0630 0930 3.00 0.00 1SET CODE: RW = Rework NIC = Not In Contract ST = Standby WC = Work Cancelled Code - (No. of hours) Signature of Field Technician THE WORK ED was 0 was not tested in accordance with 10/27/2017 ACI 01234235 the approved documents. Date Certification Number THE WORK TESTED met 0 did not meet the JOB SITE CONTACT IS ASKED TO SIGN TO VERIFY INSPECTION HOURS ONLY. THE CONTENT OF requirements of the approved documents. THIS REPORT AND FEE CHARGES ARE THE RESPONSIBILITY OFOTHERS. MATERIAL SAMPLING E was 0 was not 0 N/A Signature: ______________________________________ performed in accordance with the approved documents. Owner-Authorized Job Site Contact Page l of 1 Field Technician's Daily Report 2013 V 1.6 106425001_DR_DSL_2017-10-27 lyIno&altriure 5710 Ruffin Road, San Diego, CA 92123 Project Name: Fuel Pump & Wash Bay Relocation Jurisdiction: OMWD Project Street Address: 1966 Olivenhain Road, Encinitas, CA 92024 FIELD TECHNICIAN'S DAILY REPORT Report Date: October 30, 2017; Monday Project No: 108425001 Permit No.: Plan File No.: Contractor: Western Pump Approved Documents: CODE I DESCRIPTIONS OF WORK PERFORMED, SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. On-site at 1966 Olivenhain Road, Encinitas, as requested to pick-up and transport to Ninyo & Moore laboratory one set of five, 6" x 12", concrete specimens cast by DSL on 10/27/17. Weather: Attachments: Overcast! 70 STAFF START STOP REG. O.T. #OFTEST TIME TIME HOURS HOURS SPECIMENS S17 0800 0930 1.50 0.00 5 CODE: RW = Rework NIC= Not In Contract ST = Standby WC = Work Cancelled Code - (No. of hours) THE WORK 0 was was not tested in accordance with the approved documents. THE WORK TESTED 0 met 0 did not meet the requirements of the approved documents. MATERIAL SAMPLING 0 was 0 was not Z N/A performed in accordance with the approved documents. Field Tethniciari's Daily Report 2013 V 1.6 Julio C. Guzman Name of Field Technician Signature of Field Technician 10/30/2017 ICC #8022838 Date Certification Number JOB SITE CONTACT IS ASKED TO SIGN TO VERIFY INSPECTION HOURS ONLY. THE CONTENT OF THIS REPORT AND FEE CHARGES ARE THE RESPONSIBILITY OF OTHERS. Signature: orized Job Site Contact Page 1 of 1 108425001_5P_JCG_2017-10-30 *J7ff0&*QQrP1 5710 Ruffin Road, San Diego, CA 92123 Project Name: Fuel Pump & Wash Bay Relocation Jurisdiction: OMWD Project Street Address: 1966 Olivenhain Road Encinitas FIELD TECHNICIAN'S DAILY REPORT Report Date: October 31, 2017; Tuesday Project No: 108425001 Permit No.: Plan File No.: Contractor: Western Pump Approved Documents: CODE I DESCRIPTION OF WORK PERFORMED, SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. On site as per client's request, to observe and provide density testing during Class 2 base placement for the planned asphalt section bordering the westerly side of the newly con- structed fuel pump station/wash bay. Upon my arrival, Western Pump personnel were observed placing and compacting the final lift utilizing a dual smooth drum roller with vibra- tory engaged. Once complete, I conducted three in-place field density tests in accordance with ASTM D6938/D1557 (Troxler-3430). Results conformed to the project specifications for moisture content and relative compaction. I informed the OMWD Inspector via phone call. Ninyo & Moore will return Friday for paving operations as requested. Weather: Attachments: 68F STAFF J START I STOP I REG. I O.T. I #OF TEST I TIME TIME HOURS HOURS SPECIMENS I S17 I 1030 1 1330 I 4.00 I I I CODE: RW = Rework NIC = Not In Contract ST Standby WC = Work Cancelled Code - (No. of hours) THE WORK ED was LI was not tested in accordance with the approved documents. THE WORK TESTED Z met 0 did not meet the requirements of the approved documents. MATERIAL SAMPLING 0 was 0 was not 0 N/A performed in accordance with the approved documents. Field Technicians Daily Report 2013 v 1.5 Bryan Johnson Name of Field Technician Signature of Field Technician 10/31/2017 Date Certification Number JOB SFFE CONTACT IS ASKED TO SIGN TO VERIFY INSPECTION HOURS ONLY. THE CONTENT OF THIS REPORT AND FEE CHARGES ARE THE RESPONSIBILITY OF OTHERS. Signature: Job Site Contact Page l of 1 108425001_DR_BHJ_2017-10-31 FIELD TECHNICIAN'S DAILY REPORT - __________________________________________________ 5710 Ruffin Road, San Diego, CA 92123 Report Date: November 06, 2017; Monday Project Name: Fuel Pump and Wash Bay Relocation Project No: 108425001 Jurisdiction: OMWD Permit No.: Project Street Address: 1966 Olivehain Road Plan File No.: Encinitas CA 92024 Contractor: Approved Documents: CODE DESCRIPTIONS OF WORK PERFORMED, SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. On site as requested to perform geotechnical observation and test relative compaction. Western Pump. - Contractor had open a +/- 40 by 40 area by 22 inches deep in the phase 2 next to the existing Building X and apply compaction efforts with a power tamper to prepare subgrade for Base. Conducted a total of 2 in-place moisture density test using a lroxler® 3430 nuclear gauge in accordance with ASTM stand- ard D6938; Tests results have met or exceeded project compaction and moisture requirements in accordance with ASTM Standard D1557. Test was plotted on N&M digital set of plans 108425001_Plot_AS 1.0. Then contractor import 25.46 Tons of JEB virgin class 2 base and started the placement in 2 lifts, the testing of this material will be performed tomorrow prior AC Placement. aw I J; Page 1 of 1 Field Technician's Daily Report 2013 v 1.6 108425001_FDR_MAP_2017-11-06 )V/J7ff0&*GQrP. FIELD TECHNICIAN'S DAILY REPORT 5710 Ruffin Road, San Diego, CA 92123Error! Reference Report Date: November 06, 2017; Monday source not found.5710 Ruffin Road, San Dieqo, CA 92123 Project Name: Fuel Pump and Wash Bay Relocation I Project No: 108425001 CODE I DESCRIPTIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. Angus Asphalt. - Contractor placed a total of 114.97 Tons of Vulcan Materials mix #ST 3/4 MM PG64-10 HMA in 7 loads in trenches and a +1- 80' by 40' area, Contractor place the base pavement section between 3" to 6" in thickness, contractor used a Lee Boy® 8510C Paver in the bigger area to lay the mat in 2 lifts, Applied compaction efforts with a Volvo® DD24 double drum roller compactor, vibratory plate and power tamper on trenches. Called Vulcan Lab to obtain the Hveem density of this mix and a 150 +/-2 PCF was given, used this density for testing pur- poses. Conducted a total of 5 in-place moisture density test using a Troxler® 3450 road reader plus nuclear gauge in accordance with ASTM standards, testing surfaces were prepared with silica sand to cover voids; Tests results have met or exceeded project compaction requirements. Test was plotted on N&M digital set of plans 108425001_Plot_AS 1.3. Weather: Attachments: None Clear 7SF STAFF I I START I STOP REG. O.T. #OF TEST I TIME TIME HOURS HOURS I SPECIMENS I S-17 I 1000 I 1500 I 5.00 I I I CODE: RW = Rework NIC = Not In Contract ST = Standby WC = Work Cancelled Code - (No. of hours) THE WORK Z was 0 was not tested in accordance with the approved documents. THE WORK TESTED Z met 0 did not meet the requirements of the approved documents. MATERIAL SAMPLING D was was not Z N/A performed in accordance with the approved documents. Mario A Palacios Name of Field Technician Signature of Field Technician 11/6/2017 ICC#8041226 Date Certification Number JOB SITE CONTACT ISASKED TO SIGN TO VERIFY INSPECTION HOURS ONLY. THE CONTENT OF THIS REPORTAND FEE CHARGES ARE THE RESPONSIBILITYOF OTHERS. Signature: Owner-Authorized Job Page 2 of 1 Field Technician's Daily Report 2013 V 1.6 108425001_FDR_MAP_2017-11-06 A0790&Afture FIELD TECHNICIAN'S DAILY REPORT 5710 Ruffin Road, San Diego, CA 92123 Report Date: November 07, 2017; Tuesday Project Name: OMWD/ FUEL PUMP & WASH BAY RELOCATION Project No: 108425001 Jurisdiction: OMWD/ CITY OF CARLSBAD Permit No.: 1966 OLIVENHAIN RD Plan File No.: Project Street Address: SAN DIEGO, CA 92024 Contractor: WESTERN PUMP Approved Documents: PLANS - 11-4-16 CODE DESCRIPTIONS OF WORK PERFORMED, SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. Onsite as requested to provide observation and in place density testing of base and asphalt preparations and placement. Upon arrival, met with contractor foreman. Location of work is area around the wash-rack and fuel station, as well as the area near bldg. X. See AS-1.0 and AS-1.3 Equipment: 1 - CAT 236B skid steer, 1 - Wacker DS720 motorized tamper, 1 - LeeBoy 8510C paving tractor, 1 - Bobcat S630 skid steer, 1 - Mikasa vibraplate, 1 - Volvo DD29 dual drum roller. Base (AB) section Observations: Observed contractor place previously imported AB material in 6" loose lifts using skid steer. Observed contrac- tor perform moisture conditioning efforts with a hose. Observed contractor perform compaction efforts using the tamper. Testing: Performed 2 ea. in place field density tests of the prepared material in accordance with ASTM 6938 (Troxler 3450). Test results indicate conformance with plan specifications. Asphalt (AC) section - Angus Asphalt Observations: Observed contractor receive asphaltic material (AC) from Vulcan Materials, Otay. Material is 320807 ST1/2 MM & 220804 ST3/4 MM. Per Mario Reed, project inspector, no sampling would be required. To use AC plant pro- vided numbers for testing. Observed contractor place AC material in 3"- 4" sections using skid steer and paving tractor. Observed contractor perform breakdown and compaction efforts using the roller, and the vibraplate. Total Tons 1/2" = 89.09, 3/4" = 14.81. Testing: Performed 8 ea. in place field density tests of the prepared material in accordance with ASTM D2950 (Troxler 3450). Test results indicate conformance with plan specifications USING PLANT PROVIDED HVEEM. Notified contractor and project inspector. Weather: Attachments: NONE CLOUDY - WARM STAFF START STOP REG. O.T. #OF TEST DANIEL LINDSAY TIME TIME HOURS HOURS SPECIMENS Name of Field Technician S17 0630 1730 8.00 2.50 0 CODE: RW =Rework NIC = Not In Contract ST = Standby WC = Work Cancelled Code - (No. of hours) Signature of Field Technician THE WORK E was D was not tested in accordance with 11/7/2017 ICC 8200249 the approved documents. Date Certification Number THE WORK TESTED 0 met D did not meet the coNTAcT IS requirements of the approved documents. THIS REPORT AND FEECHARGES ARE THE RESPONSIBILITY OF OTHERS. MATERIAL SAMPLING 0 was 0 was not 0 N/A Signature: ______________________________________ performed in accordance with the approved documents. Owner-Authorized Job Site Contact Pagel of 1 Field Technician's Daily Report 2013 vi .6 108425001_DR_DSL_2017-11-07 AJIM/O&AAGGre SPECIAL INSPECTOR'S DAILY REPORT -v 5710 Ruffin Road, San Diego, CA 92123 Report Date: December 28, 2017; Thursday Project Name: OMWD/ Fuel Pump & Wash Bay Relocation Project No: 108425001 Jurisdiction: OMWD/City of Carlsbad Permit No.: Project Street Address: 1966 Olivenhain Rd Plan File No.: Enicintas CA Contractor: Western Pump Approved Documents: Plans Dated 09/18/17 TYPE OF INSPECTION/TEST: El Deep Foundation LI Shotcrete LI Welding Reinforced Concrete 0 Masonry LI Fireproofing 0 Pre-Stressed Concrete 0 High Strength Bolting 0 Other: CODE DESCRIPTIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. Western Pump; Observed contractor during installation of post installed anchors for the Wash Bay Canopy column base plate connections to the concrete footings. Upon arrival I spoke with contractor foreman about today's scope of work and reviewed project documents detail 1/S2.1 alternate anchor note. A total of (16) - (4) at each column base plate, 3/4" diam- eter Hilti HAS anchors with a minimum embedment of 11" were installed into the concrete footings (''3000psi), utilizing Hilti Hit-HY 200-R epoxy. Anchor types, sizes, embedment and epoxy used were per the project documents and installation was performed in accordance with the manufactures recommendations and the installation guidelines as called out in the ICC- ESR-3187, for hole size, anchor spacing, edge distances and cleanliness. Weather: Attachments: STAFF START STOP REG. 0. T. #OFTEST Timothy L Timmerman TIME TIME HOURS HOURS SPECIMENS Name of Inspector S21 8:00 4 CODE: RW =Rework NIC = Not In Contract ST = Standby WC = Work Cancelled Code - (No. of hours) Signature of Inspector THE WORK IZI was was not inspected in accordance 12/28/2017 ICC8035412 with the approved documents. Date Certification Number THE WORK INSPECTED E met 0 did not meet the JOB SITE CONTACT IS ASKED TO SIGN TO VERIFY INSPEC11ON HOURS ONLY. THE CONTENT OF requirements of the approved documents. THIS REPORT AND FEE CHARGES ARE TH E RESPONSIBILITY OF OTHERS. MATERIAL SAMPLING LI was LI was not Z N/A Signature: ______________________________________ performed in accordance with the approved documents. Owner-Authorized Job Site Contact Page 1 of 1 Special Inspector's Daily Report 2013 v 1.6 108425001_SIR_TLT_2017-12-28 NIn',o&I1irjüt SPECIAL INSPECTOR'S DAILY REPORT 5710 Ruffin Road, San Diego, CA 92123 Report Date: 2018-1-3, WEDNESDAY Project Name: OMWD/Fuel Pump & Wash Bay Relocation Project No: 108425001 Jurisdiction: OMWD/City of Carlsbad Permit No.: CBC 2017-0424 Project Street Address: 1966 Olivenhain Road, Encinitas, CA Plan File No.: Contractor: WESTERN PUMP Approved Documents: PLANS DATED 09/18/17 TYPE OF INSPECTION/TEST: El Deep Foundation El Shotcrete • Welding El Reinforced Concrete LI Masonry El Fireproofing LI Pre-Stressed Concrete El High Strength Bolting LI Other: CODE DESCRIPTIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. S24 FIELD WESTERN PUMP Onsite as requested to perform visual observation of bolting activities. Visually observed Turn of Nut Pretensioning Method performed on (8) ASTM A325 galvanized bolts at interior of high roof of Fuel Bay & Wash station structure. Per AISC code bolts were brought to a firm snug tight condition and match marked with yellow paint stick and tightened 1/3 turn. Completed assemblies were also marked with a circled T in yellow paint stick. Please Reference Sheet #4 on app roved lans ECtFICATION THE ROTA ION ) CATED 15 ACCURATE FOR MOST THEREspo 18 OF H INSTALLER A. IFE( MEET AISC REQUIREMENTS. AFrER SNUG TIGHT, MATCH MARK PLATE THEN TURN BOLTINUT PAST SNUG TIGHT 1/3 TURN - - Weather: Attachments: STAFF START STOP REG. O.T. #OF TEST JOHN K. REA TIME TIME HOURS HOURS SPECIMENS Name of Inspector S24 4 1/ CODE: RW =Rework NIC = Not In Contract ST = Standby _________________ WC = Work Cancelled Code - (No. of hours) -tue of Inspector THE WORK ll was El was not inspected in accordance 2018-1-3 Il76 City of San Diego O1090551 CWI with the approved documents. Date Certification Number THE WORK INSPECTED Il met El did not meet the JOBSITECONTACTISASKEDTOSIGNTOVERIFYINSPEC11ONHOURSONLY.THECONTENTOF requirements of the approved documents. This REPORT AND FEE CHARGES ARE THE RESPONSIBILITY OF OTHERS. MATERIAL SAMPLING El was El was not N/A Signature: ______________________________________ performed in accordance with the approved documents. Owner-Authorized Job Site Contact Special Inspector's Daily Report 2013 V 1.5 Page 1 of 1 EsGil Corporation In Partners/lip with government for cBui(d?ng Safety DATE: September 18, 2017 JURISDICTION: City of Carlsbad PLAN CHECK NO.: CBC2017-0424 SET: II PROJECT ADDRESS: 1966 Olivenhain Rd. Li APPLICANT ,JURIS. Li PLAN REVIEWER Li FILE PROJECT NAME: Olivenhain Municipal Water District Wash down/Fuel Pump Relocation The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at EsGil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: EsGil Corporation staff did not advise the applicant that the plan check has been completed. EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by:71-1 Email: Mail Telephone Fax In Person REMARKS: By: Abe Doliente (for D.Y.) Enclosures: EsGil Corporation EGA []EJ LIMB EPC 9/11/17 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil Corporation In Partnership with government for(Building Safety DATE: 8/1812017 0 APPLICANT JURIS. JURISDICTION: City of Carlsbad D PLAN REVIEWER 0 FILE PLAN CHECK NO.: CBC2017-0424 SET: I PROJECT ADDRESS: 1966 Olivenhain Rd. PROJECT NAME: Olivenhain Municipal Water District Wash down/Fuel Pump Relocation F-1 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. F-1 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. El 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 John Culver EsGil Corporation staff did not advise the applicant that the plan check has been completed. EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: John Culver Telephone #: 760-743-9518 Date c ntacted:d/fr)fl (by:_.?) Email: john.cuIverjcincorp.com -Mail Telephone Fax In Person oJ JtO. REMARKS: By: David Yao Enclosures: EsGil Corporation F-1 GA DEJDMB 0 Pc 8/10 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 City of Carlsbad CBC2017-0424 8/18/2017 PLAN REVIEW CORRECTION LIST COMMERCIAL IPLAN CHECK NO.: CBC2017-0424 JURISDICTION City of Carlsbad iOCCUPANCY: U USE: shade 1 TYPE OF CONSTRUCTION: VB ACTUAL AREA: 480 1 ALLOWABLE FLOOR AREA: STORIES: 1 HEIGHT: 1 SPRINKLERS?: I REMARKS: 11 DATE PLANS RECEIVED BY JURISDICTION: 814 DATE INITIAL PLAN REVIEW COMPLETED: 8/18/2017 OCCUPANT LOAD: DATE PLANS RECEIVED BY ESGIL CORPORATION: 8/10 PLAN REVIEWER: David Yao FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the California version of the International 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 2016 CBC, which adopts the 2015 IBC 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. 105.4 of the 2015 International 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. City of Carlsbad CBC2017-0424 8/18/2017 Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. Bring TWQ corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 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. Provide a Building Code Data Legend on the Title Sheet. Include the following code information for each building proposed: Added on Plan Sheet T-1.0 Occupancy Classification(s) U Description of Use shade Type of Construction VB Sprinklers: Yes or No See Revised Draiwngs Sheet T-1.0 Stories Height Floor Area Occupant Load 2. Provide a statement on the Title Sheet of the plans, stating that this project shall comply with the 2016 California Building Code, which adopts the 2015 IBC, 2015 UMC, 2015 UPC and the 2014 NEC. Added on Plan Sheet T-LO See Revised Drawings Sheet 3. ProvFda fully dimensioned site plan drawn to scale. Sec. 107.2. Include the following: Added on Sheet AS-1.0 Clearly dimension building setbacks from property lines, street centerlines, and from all adjacent buildings and structures on the site plan. b) Property lines/easements. C) Streets/alleys. See Revised Drawings Sheet AS-1.0 d) Existing and proposed buildings and structures. City of Carlsbad CBC2017-0424 8/18/2017 Provide a statement on the site plan stating "All property lines, easements and buildings, existing and proposed, are shown on this site plan." Statement Added on AS-1.0 The following design toads shalt be clearly indicated on the construction documents. (Section. 6O3.1) Shade Structure Engineered Drawings and Calculations Dy voligon suDmittea as attachment Roof live load. Each roof live load used should be indicated. Roof snow load. The ground snow load, F'9, should be indicated. In areas where P9 exceeds 10 psf, additional information should also be provided in accordance with Section 1603.1.3. Wind load. The following information should be provided, (Section 1603.1.4) Ultimate Wind speed (3-second gust), mph, and nominal design wind speed Risk category Wind exposure Applicable internal pressure coefficient Components and cladding (the design wind pressure in terms of psf to be used for the design of exterior component and cladding materials not specifically designed by the registered design professional) Provide complete structural details on the plans with cross referencing as needed to show the structural framing will comply with the design calculations and building code requirements. Section 107.2. Included in Poligon Engineered Packag Provide minimum structural specifications on the plans to show that all structural materials will comply with the design calculations and building code requirements. Section 107.2. Included in Poligon Engineered Package Provide calculation to show the footing for shade structure (5/AS2.0) is adequate to resist the design load (vertically and laterally-wind). Included in Poligon Engineered Package Provide complete construction detail of the shade structure (purlin size and spacing, beam size, column size and all connection details) with calculation to justify it. Included in Poligon Engineered Package To speed up the review process, please 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. Included in Poligon Engineered Package Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: 0 Yes 0 No d City of Carlsbad CBC2017-0424 8/18/2017 (DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK NO.: CBC2017-0424 PREPARED BY: David Yao DATE: 8/18/2017 BUILDING ADDRESS: 1966 Olivenhain Rd. BUILDING OCCUPANCY: BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) relocate fuel pump & wash/down shade per city 10,000 Air Conditioning Fire Sprinklers TOTAL VALUE 10,000 Jurisdiction Code lCD IBY Ordinance I Bldg. Permit Fee by Ordinance I $114.591 Plan Check Fee by Ordinance "1 I $74.481 Type of Review: Complete Review LI Structural Only Repetitive Fee Repeats LII Other LI Hourly EsGil Fee Hr. @ * I $65.321 Comments: Sheet of macvalue.doc + Board of Directors Lawrence A. Watt, President Christy Guerin, Vice President Edmund K. Sprague, Treasurer Gerald E. Varty, Secretary Robert F. Topolovac, Director OLIV..N Municipal Water District General Manager Kimberly A. Thorner General Counsel Alfred E. Smith 1966 Olivenhain Road, Encinitas, California 92024 1 Phone (760) 753-6466 j Fax (760) 75 3 - 1 5 7 8 I www.omwd.com September 8, 2017 Mr. Matt Bodde Project Manager Western Pump 3235 F Street San Diego, CA 92102 SUBJECT: Olivenhain Municipal Water District Wash Bay & Fuel Pump Relocation Project Carlsbad Building Permit Information Dear Mr. Bodde: The District has reviewed the following documents and finds them consistent with the intent of the original design. Please forward them to the City of Carlsbad for review and final issuance of the building permit for the above project. Please call me if you have any questions. Thank you. Olivenhain Municipal Water District c7lemr George R. Briest, PE Engineering Manager CC: Chad Williams, OMWD Paul Mochel, Valley CM A Public Agency Providing Water I Wastewater Services I Recycled Water I Hycroetectricity I Elfin Forest Recreational Reserve Pure Excellence '_' :- SEE SUPPORT DETAIL FRONT VIEW 3. #4 0 12' O.C. 1W 5/80 STRONG-BOLT W/ 3 5/8' EMBED (2 BOLTS PER SKID) S j..'.5/8'0 SIMP. STRONG-BOLT 12' : •.• WI 3 5/8 EMBED ' (8 TOT. 4 EA. SIDE) SUPPORT DETAIL . . . 4. FOOTING DETAIL EDGE DETAIL YHERE LOCAL AGENCIES REQUIREMENTS RE MORE STRENGENT, THE FOOTING DEPTH MAY BE INCREASED WITH NO HANGE IN AREA OF STEEL HE 3 CLEAR FROM BOTFOM MUST BE MAINTAINED. TANK DESIGN BY OTHERS qM USE POWERS ANCHOR OR EQUIV. ALL STEEL A-36 OR EQUAL CAT. 4 SEISMIC DESIGN - 130 MPH WIND. EXPOSURE D I 1.5 SEISMIC Q = 1.000 PSF MIN f'c = 3.000 PSI REINFORCING STEEL Fy = 60.000 PSI MIN CENTER TANK ON FOOTING umJ& CBC 2016 T TT Z& CONTAINMENT \ SOLUTIONS J A DENALI COMPANY (i ENGINEERING GROUND SInc. 2COMP 1000/3000 D/W VT (V4AA204MVT500) 9LL Of RC 210 N.T.S. 9/7/17 I R-0 %r .ivrtc CJ.R.G.M. c'gj • • THIS #NO THE ppgy o KCJ AND MAY NOT BE REPRODUCED NOR ITS CONTENTS USED j I j RU O(ff DRS wii PISON ,J KCJ Engineering Inc. 25431 Cabot, Suite 109 Client: Containment Solutions Laguna Hills, CA. 92653-5526 Project: 4000 Gal UIL 2085 2Comp VT Tel (949) 380-8186 Date: 917/2017 Fax (949) 588-1664 Tank Designed by Others See Containment Drawing 5107316 These calculations are for the foundation only o Site Class B, Seismic Category D Use 130 MPH Basic Wind Speed, Exposure D Soil Pressure, Q = 1,000 psf Minimum Concrete Strength to be greater then or equal to f'c 2: 3000 psi Minimum Rebar Strength to be greater then or equal to Fy 3 60,000 psi All Steel to be A36 or Equal, ONO Use 2016 California Building Code General Tank Dimensions H Total Tank Height 80 in. W Total Tank Width 88 in. L Total Tank Length 198 in. H' Height to Vertical Centroid 41 in. x Distance between skids c/c 52 in. X1 Dist. From edge of tank to 1St skid 21 in. #Skids 4 Loading General Tank Welht Tank Size Empty Tank Weight Full Tank Weight (by Hoover) (Estimated from Calculation) 4000 Gal. 27000 lbs. 56400 lbs. 56333.333 lbs. Program by KCJ Engineering, version: 12/27/11 Wind 130 MPH Basic Wind Speed, Exposure D 4,000 Gal UL-2085 2compVT.xlsx 1 of 6 J KCJ Engineering Inc. 25431 Cabot, Suite 109 Client: Containment Solutions Laguna Hills, CA. 92653-5526 Project: 4000 Gal UIL 2085 2Comp VT Tel (949) 380-8186 Date: 9/7/2017 Fax (949) 588-1664 q5 43.3 psf Kz From ASCE 7-10 1.03 Cnet 0.99 Kzt From ASCE 7-10 1 From ASCE 7-10 1.25 lbs. o - *j *f' ri*it 1 net - q "z '-1nett' I'ZrJ 55.191263 psf A Largest Tank Area =H*L 110 ft2 Vw Horizontal Force From Wind P*A 6.0710389 kips MOT.W Moment Overturning from Wind =VW.H 248.91259 in*kips MR-Empty Moment Resisting Empty =0.66*Wt.*W/2 784.08 in*kips Note: No Moment Overturning Restraint Required Seismic Site Class D Fa 1 R From ASCE 7-10 3.0 Ss 1.25 From ASCE 7-10 1.25 Sos 1.4 C 0.5833333 Seismic Category D WP From Full Tank Weight Above 56400 lbs. Fp 32900 lbs Occupancy Category Ill Fp That is used for design in this program 32.9 kips MOT.P Moment Overturning from Seismic =FP.H 1348.9 in*kips MR-Full Moment Resisting Full =0.66*W*W/2 1637.856 in*kips Note: No Moment Overturning Restraint Required Summary Max. Total Vertical Load 56.4 kips Max. Total Horizontal Load 32.9 kips Max Total Overturning Restraint Required 0 in*kips T=C= 0 Kips 4,000 Gal UL-2085 2compVT.xlsx 2 of 6 KCJ Engineering Inc. 25431 Cabot, Suite 109 Client: Containment Solutions Laguna Hills, CA. 92653-5526 Project: 4000 Gal U1L 2085 2COmp VT Tel (949) 380-8186 Date: 9/7/2017 Fax (949) 588-1664 Overturning Restraint Type of Bolt: Power-Bolt+ (PB+) 5/8" W/ 3 3/4" embed Number of Bolts Per Side Allowable Tension From Manufacturer's Analysis Allowable Shear From Manufacturer's Analysis Horizontal Spacing Use Tank Width (conservative) Actual is Tank Width + 4" Assume Overturning Occurs at Anchor Bolts Case 1 - Wind Load Tw Net OT Moment from Wind/Spacing 4 2.655 kips 7.257 kips 92 in 0 kips Interaction (VwNa) + (Tw/Ta) 0.1045721 <1 - OK Case 2 - Seismic Tp Net OT Moment from Seismic/Spacing 0 kips Interaction (FpNa) + (TpIT) 0.5666942 <1 - OK 4,000 Gal UL-2085 2compVT.xlsx 3 of 6 KCJ Engineering Inc. 25431 Cabot, Suite 109 Cliert: Containment Solutions Laguna Hills, CA. 92653-5526 Project: 4000 Gal U/L 2085 2Comp VT Tel (949) 380-8186 Date: 9/7/2017 Fax (949) 588-1664 Footina Desian General Info: Qaow Allowable Soil Pressure 1,000 psf Q'aiiow Allowable Soil Pressure for wind or seismic 1330 psf f'c Nominal Concrete Compressive Strength 3000 psi Fy Rebar Yield Strength 60000 psi w Footing Width 10 ft. Footing Length 18 ft. t Footing Thickness 12 in. LL Live Load 25 psf P Max. Total Vertical Load 56.4 kips H Max. Total Horizontal Load 32.9 kips M Max Total OverTurning Load 1348.9 in*kips Normal Loading QNOM P/(w*l) + Slab Weight + LL 488.33333 :5 1,000 OK Earthquake/Wind Loading e eccentricity = M/P ek kern distance = w/6 488.33333 psf 23.916667 in 20 in 23.916667 > 20 note: e>.w16 Slab to be Designed within Kern Area Qmax width 4*P/(3*(w2*e/12)*l) 694.68822 psf 694.68822 :5 1330 OK Omax length QNOM+6*M/(w*l2) 696.49691 psf 696.49691 1330 OK 4,000 Gal UL-2085 2compVT.xlsx 4 of 6 KCJ Engineering Inc. 25431 Cabot, Suite 109 Client: Containment Solutions Laguna Hills, CA. 92653-5526 Project: 4000 Gal U/L 2085 2Comp VT Tel (949) 380-8186 Date: 9/7/2017 Fax (949) 588-1664 Check the Thickness For Two-Way Shear d Max Equals t-3" 9 9 in. b Skid Width (C6x8.2) 6 in. b0 Perimeter of Skid = 2*b + 2*W 188 in. vu Max Shear (PI# Skids) 14.1 kips P. Long side/Short side of Skid 14.666667 as Constant 40 Case 1 dreq =V/ 4*(2+4/I3c)(fc)A0.5*bo 0.7088174 in. 0.7088174 :5 9 OK Case 2 dreq V uI 4 *(as*d/bo+2)(fIc)0.5*bo 0.4114923 in. 0.4114923 :5 90K Case 3 dreq VuI 4*4*(fbC)A0.5*bo 0.4027372 in. 0.4027372 :5 9 OK Check the Thickness For One-Way Shear Width V Max Shear (Qmaxngth * w * (I-L12)) 5.2237269 kips dreq Vj4*(fIc)\0.5*w*d 0.1038908 in 0.1038908 :5 9 OK Length V, Max Shear (Qmaxwicitti * I * (w-W/2)) 16.672517 kips dreq Vu/4*(fIc)A0.5*1*d 0.1842152 in 0.1842152 15 9 OK .,000 Gal UL-2085 2compVT.xlsx 5 of 6 KCJ Engineering Inc. 25431 Cabot, Suite 109 Client: Containment Solutions Laguna Hills, CA. 92653-5526 Project: 4000 Gal tilL 2085 2Comp VT Tel (949) 380-8186 Date: 9/7/2017 Fax (949) 588-1664 Rebar Calculations Runs along the width Mmax + Cantilever: Omax width * ((wW)/2)A2 /2 As+ M*1.5/(0.9* Fyid) Runs along the length Mmax + Cantilever: Qmax width * ((l-L)/2)A2 /2 As+ M*1.5/(0.9* Fy*jd) 7.4100077 in*kips / per ft. 0.0254115 in'2 1per ft. 26.050808 in*kips / per ft. 0.0893375 inA2 I per ft. Mmax + Span between Skids: Qmax width * (x)A2 /11 14.230583 in*kips / per ft. As + M*1 .51(0.9 * Fy*jd) 0.0488017 in"2 / per ft. Mmax - Qmax width * (x)A2 /9 17.392935 in*kips / per ft. dneg depth to negative reinforcement 3 in As - M*1 .5/ (0.9 * Fy*jd 9) 0.1789397 inA2 / per ft. As min =0.0018*b*t (per ACI sec. 10.5.3 & 7.12.2) 0.2592 ln"2 / per ft. Lateral Restraint Depth Below Ground (12 min for Freezefrhaw) 6 in. 0LS Allowable Lateral Passive Pressure 100 psf QLB Allowable Lateral Bearing 100 psf i'ft depth A Slab Area =w*l 180ftA2 Apmin Short Side Area = w*Depth 5 ft"2 Apmax Long Side Area = l*Depth 9 ft"3 Lateral Resistance =1.33*(QLS*(A+2*Apmjfl)+QLB*Apm 0.125 kips Full Tank Wt. (.4 Friction Fatcor Calculated Lateral Resistance) 33.333333 kips 33.5 32.9 OK Footing Summary OK - All Cells Report OK Largest Required As + d= 9 0.26 in'2 / per ft. 0.19 EQ Largest Required As - dneg= 3 0.26 In'2 / per ft. 0.19 EQ 4,000 Gal UL-2085 2compVT.xlsx 6 of 6 Company: Date: 9/7/2017 Engineer: Page: 1/4 Project: Address: Phone: E-mail: Project description: Location: Fastening description: Anchor Designer 1M Software - Version 2.5.6326.17 a f.Prolect Information Customer company: Customer contact name: Customer e-mail: Comment: 2. Innut Data & Anchor Parameters General Design method:ACI 318-11 Units: Imperial units Anchor Information: Anchor type: Torque controlled expansion anchor Material: Carbon Steel Diameter (inch): 0.625 Nominal Embedment depth (inch): 3.625 Effective Embedment depth, hei (inch): 3.000 Code report: ICC-ES ESR-3037 Anchor category: I Anchor ductility: Yes h (inch): 5.84 c (inch): 7.71 Cmjn (inch): 6.50 5mm (inch): 5.00 Load and Geometry Load factor source: ACI 318 Appendix C Load combination: not set Seismic design: Yes Anchors subjected to sustained tension: Not applicable Ductility section for tension: D.3.3.4.3 (d) is satisfied Ductility section for shear: D.3.3.5.3 (c) is satisfied Q0 factor: not set Apply entire shear load at front row: No Anchors only resisting wind and/or seismic loads: Yes <Figure 1> Base Material Concrete: Normal-weight Concrete thickness, h (inch): 9.00 State: Cracked Compressive strength, f (psi): 3000 Pc,v: 1.0 Reinforcement condition: B tension, B shear Supplemental reinforcement: Not applicable Reinforcement provided at corners: No Do not evaluate concrete breakout in tension: No Do not evaluate concrete breakout in shear: No Ignore 6d0 requirement: Not applicable Build-up grout pad: No UIBIW / Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925,847.3871 www.strongtie.com I1Il1']1 Anchor DesignerTM Software - Version 2.5.6326,17 a Company: I Date: 9/7/2017 Engineer: I Page: 2/4 Project: Address: Phone: E-mail: <Figure 2> Recommended Anchor Anchor Name: Strong-Bolt® 2- 5/8'0 CS Strong-Bolt 2, hnom:3.625' (92mm) Code Report: ICC-ES ESR-3037 Input data and results must be checked for agreement with the exsUng circumstances, the standards and guidelines nust be checked for plausibility. Simpson Strong-Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925 847.3871 www.strongtie.com t1IkTilè1IhI Anchor Designer TM ,. Software - Version 2.5.6326.17 S Company: I Date: 9/7/2017 Engineer: I Page: 3/4 Project: Address: Phone: E-mail: Resulting Anchor Forces Anchor Tension load, Shear load x, Shear load y, Shear load combined, Nua (lb) Vu (lb) Vuay (Ib) (Ib) 1 100.0 0.0 4113.0 4113.0 Sum 100.0 0.0 4113.0 4113.0 Maximum concrete compression strain (%o): 0.00 Maximum concrete compression stress (psi): 0 Resultant tension force (Ib): 100 Resultant compression force (lb): 0 Eccentricity of resultant tension forces in x-axis, e (inch): 0.00 Eccentricity of resultant tension forces in y-axis, ep (inch): 0.00 Eccentricity of resultant shear forces in x-axis, e'w (inch): 0.00 Eccentricity of resultant shear forces in y-axis, e'vy (inch): 0.00 Steel Strength of Anchor in Tension (Sec. 0.5.1) N0 (I b) 0 ON.. (lb) 19070 0.80 15256 5, Concrete Breakout Strength of Anchor in Tension (Sec. 0.5.21 Nb = kc2e /f'chef15 (Eq. D-6) k Pc (psi) her (in) Nb (lb) 17.0 1.00 3000 3.000 4838 0.750N = 0.750 (AIA) We4NWCNWcANNb (Sec. D.4.1 & Eq. D-3) A (in2) AAk. (in2 Ca.mIi, (in) We4N y'C.N !f'cpN Nb (lb) 0 0.75 ØNc (lb) 81.00 81.00 - 1.000 1.00 1000 4838 0.75 2722 6. Pullout Strength of Anchor In Tension (Sec. 0.5.3) 0.75ØN 1 = 0.75 Ø!Pcp2oNp(fc/2,500)" (Sec. D.4.1, Eq. 0-13 & Code Report) N (lb) f (psi) fl 0 0.75 ON, (lb) 1.0 1.00 4308 3000 0.50 0.75 2655 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94568 Phone: 925.560.9000 Fax: 925.847.3671 www.strongtie.com 1IkTAIèI'JI Anchor Designer TM Software - Version 2.5.6326.17 a Company: I Date: 917/2017 Engineer: I Page: 4/4 Project: Address: Phone: E-mail: 8. Steel Strength of Anchor In Shear (Sec. D.6.1) V,. (lb) ut6Vsa(Ib) 9930 1.0 0.75 7448 Concrete Prvout Strength of Anchor in Shear (Sec. D.6.3 OV.p = q5kc,Ncb = A/A) q' N CNNb (Sec. D.4.1 & Eq. D-40) kcp A (in2) AN. (in2) !1'e4N q',N 91cN Nb (lb) 0 çbV (I b) 2.0 81.00 81.00 1.000 1.000 1.000 4838 0.75 7257 Results interaction or t ensue ang bnear t-orces itiec, U.!) Tension Factored Load, Nua (lb) Design Strength, eN (b) Ratio Status Steel 100 15256 0.01 Pass Concrete breakout 100 2722 0.04 Pass Pullout 100 2655 0.04 Pass (Governs) Shear Factored Load, V (lb) Design Strength, ØV,, (lb) Ratio Status Steel 4113 7448 0.55 Pass Pryout 4113 7257 0.57 Pass (Governs) Interaction check NUU/ØNn V/ç6Vn Combined Ratio Permissible Status Sec. D.7.2 0.00 0.57 56.7% 1.0 Pass 518"0 CS Strong-Bolt 2, hnom:3.625" (92mm) meets the selected design criteria. 12, Warnings - Minimum spacing and edge distance requirement of 6da per ACt 318 Sections D.8.1 and D.8.2 for torqued cast-in-place anchor is waived per designer option. - Per designer input, ductility requirements for tension have been determined to be satisfied - designer to verify. - Per designer input, ductility requirements for shear have been determined to be satisfied - designer to verify. - Designer must exercise own judgement to determine if this design is suitable. - Refer to manufacturer's product literature for hole cleaning and installation instrLctions. Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc. 5956W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com I )? CALCULATIONS FOR: POLIGON 0J REK j MULTI RIB 2016 CALIFORNIA BUILDING CODE -N- Al-4 OF THE DESIGN PROFESSIONAL ABOVE PORTERI 4240 N. 136th Avenue Holland, Ml 49424 616-399-1963 j www.portercorp.com ar2()j7-w,0qzq P611901v TABLE OF CONTENTS Structural Engineering Notes Applicable Building Codes Design Criteria Load Combinations Materials RISA Model Views Foundation Design Connection Design RISA Analysis Report Panel Data Ve'zkwt52 LdO52Z20'6 Poligon Select: REK2Ox24 Secondary 2 of 45 P011690n. STRUCTURAL ENGINEERING NOTES General Loading conditions assumed in the design of this structure equal or exceed those required by the applicable governing building code. Actual structure dimensions may be smaller than shown In this document. Design Philosophy This structure meets or exceeds the requirements of the toad Scenarios defined In the Design Criteria section and summarized below. Loading Conditions Load Scenario Dead (psi) S S L_A 2 2.00 1.07 L a 6 12.0011.07 Load Scenarios are concurrently applied to multiple identical models and analyzed for the worst case scenario in the design of the structure. Member labels and nodes include an alphabetical prefix indicating the Load Scenario applied. Loading This structure is designed to satisfy the loading requirements for both the 2005 and 2010 editions of the American Society of Civil Engineers (ASCE) Minimum Design Loads for Buildings and Other Structures (7-05 & 7-10). The Design Criteria section lists the Basic Design Wind Speeds for ASCE 7.10 (V) and the ASCE 7-05 equivalent (V) as defined by equation 16-33 In the latest International Building Code. The following example shows a comparison between applied pressures calculated from VLm and those calculated from Vad value chosen for our maximum design criteria. ASCE 7-10 JASCE7.051 asic Wind Speed. V(mph) 145 iioIIJ Velocity Pressure', g, (psi) J 38.89 22.38 W 2 per ASCE 7-10 Chap. 2.4.1 (psi) J 3889 x 0.6 2333 22.38 1. Vedty yna c21a$sted auuun4 )(i.O, nd; I ow apç&able) -.O 2 ASCE 7.10 OapIa 24.3 reducnn W by 06 before renidei4ng the Interadlons *lth Idditionti Ioodt. Analysis RlSA-30 structural analysis software was used to model the 3-D space frames. For simplicity and clarity, the analysis results have been consolidated to show only the controlling load cases In each load scenario. Unless otherwise noted in the RISA Analysis Report', the roof deck was not assumed to provide lateral support to the members. Design End plates were designed by applying beam and forces to the edges of the plate and calculating the resulting prying moment at the edge of the bolt holes. In determining the prying moment, the area of the plate between bolts was assumed to be fixed. Light gauge members were designed in accordance with the latest edition at the AISC specifications and the AISI Cold-Formed Steel Design Manual. Connections All field-bolted connections must be made with A325 High Strength bolts. All field-bolted connections designed as pretensioned connections except where snug-tightened Is Identified on the drawings. Bolt threads were assumed to not be excluded from the connections. Poligon Select: REK2OX24 Secondary 3 of 45 P611901f APPLICABLE BUILDING CODES 2006 International Building Code 2006 International Building Code 2006 with 2010 Hawaii Building Code Appendices International Building Code 2006 with Washington D.C. 2008 Amendments International Building Code 2006 with Nevada Amendments 2009 International Building Code 2009 International Building Code 2009 with Massachusetts Amendments 2011 Ohio Building Code 2011 2012 International Building Code 2012 International Building Code 2012 with Georgia Amendments International Building Code 2012 with Nevada Amendments International Building Code 2012 with Rhode Island Amendments Michigan Building Code 2012 Worth Carolina Building Code 2012 Virginia Building Code 2012 2013 California Building Code 2013 Kentucky Building Code 2013 2014 Florida Building Code 2014 Indiana Building Code 2014 Oregon Structural Specialty Code 2014 2015 International Building Code 2015 Minnesota Building Code 2015 New Jersey International Building Code 2015 2016 California Building Code 2016 Poligon Select: REK20x24 Secondary 4 of 45 DESIGN CRITERIA Load Scenario A Load Scenario B Poligon Select REK2Ox24 Secondary 5 of 45 poligon DESIGN CRITERIA LOAD SCENARIO A GENERAL Building Code; See Cover Sheet Root Slope (): 18,43 4:12 Pilch Design Code: ASCE 7-10 Risk Category: II Equivalent Roof Height: 15.00 ft DEAD LOAD Weight of Rooting System 2 psI Frame Dead Lbad Frame Self-Weight jSee RISA Ma's fleporl) LIVE LOAD Roof 1Live iLoad, Lr 20 psi ASCE 7 Table 4"l SNOW LOAD fl Ground Snow Load p9 200 psi lmpoilanceFactor,l (Snow Loads) 1.0 :ASCE7TabJ $4.2 Slope Factor, Ca 1.0 ASCE 7Ftgw 7-2 lhermatFactor C1 12 Table 7-3 Exposure Factor, C LO ASCE7TaWO7'2 Flat Roof Snow Load p, 200 psI ASCE 7Sec 73 Leeward Unbalanced Snow Load 20.0 psi ASCE 7ScM7 76,1 WIND LOAD Basic Wind Speed, VO 145 mph V 110 mph ASCE 7Sectbn 26.5 Expsure Category C .4SCE 7Socbn 26,7 Gtisl Effect Factor, (3 0.85 ASCE7Soc1n26.9.1 Velocity Pressure Exposure Coefficient, KL 0,85 ASCE 7 Table 2Z3.i Wind Directionality Factor K,1, 0,85 ASCE 7 TCIIO 2634 Topographic Factor, K 1.00 ASCE 75.ctCfl 26.82 Velocity Pressure, q1 38.89 psI ASCE 7Sec1tn 273.2 Main Wind-Force Resisting System ASCE 7Sectvi 27.4.3 Component and Cladding Elements ASCE 7Sac1n 3062 CeI, B. Cica, WW Flow (Cn frcmASCE 7Fj. 274-4 -27,4.7) en quAft, Clear Wind Flow tCn ftm ASCE 7 F- 3044 -30.8-3) Wind Direction ToRocI A*ay Fmm Roof Load Case A B Zone 3 Cn: 2.29 -2.11 p(psft 75,75 -89.69- WindwardCp- 1.10 0.01 2one2 Cn 1.77 -11.63 p(psf 3636 028 p(psfl_5846 y.180 Zone Cm 1.15 -1.05 Leeward Gp- -0.17 . .0.96 p (psI): 37,87 , -34.85 p(pO: -5.55 ., .. SldewardCp- 0.80 -0.80 p (Ps: 26.44 -26.44 SEISMIC LOAD Analysis Procedure Equivalent Lateral Force Procedure ASCE 7 SeCdon $28 Seismic Slle Class D ASCE Sac *1n $142 L Basic Seismic Force Resisting System Caatvet Courm PmwrA ASCE 7 Thbl 122-I Short Spectral Response Parameler, S, 2,00 ASCE 7Sectvjn 12.8 1. In Cakfoi'nia, atomodates Sg v ueupto2.5perCBC 013SectiDn I616.1311. I Sec Spectral Response Parameter, 5, 1.07 Seismic Design Category E ASCE 7Seclon $1.6 Importance Factor, I tOO ASCE 7 Table 11.5-1 Response Modification Coefficient, R 1,25 .43c8 71,thie 12.2-1 Redundancy Factor, p 1.30 ASCE 7 Table $2.24 * Overstrength Factor, U 1.25 ASCE 7 Table 1224 Design Short Spectral Response Parameter SDs 1,33 ASCE 7ec$ 11.4.4 1-Sec Design Spectral Response Parameter, S01 1,07 ASCE 7 Sect. 11,4.4 Seismic Response Coefficient, C, 1,07 A$CE7Seaion 12,&1 Effective Seismic Weight, W 2,00 psi ASCE 7Secilc7 127.2 Seismic Base Shear, V 2.13 psi ASCE 7Se*M i $2- Seismic Load, E 2.77 psi ASCE 7SeEbn $24 Seismic Load with Ove:strength Factor, E, 2.67 psi ASCE 7Soc$kln 12.4 PoUgon Select: REK20x24 Secondary 6 of 45 - I poligon DESIGN CRITERIA LOAD SCENARIO B 1 GENERAL Building Code: See Cover Sheet Root Slope ('): 18.43 412Pi1c1, Design Code. ode ASCE 7 10 Risk Category: It Equivalent Roof Height: 15.00 It DEAD LOAD Weight Roofing System 6 pst 1 Frame DeàdLoad Frame Self-Weight (See RisAA*sReport J LIVE LOAD Root MUM, L, 20 Psi ASCE 7 Thtsle 4-1 SNOW LOAD j Ground Snow Load, pQ 20.0 psf lmportanceFactor,1 (Snow Loads) 1.0 S7TabIóI5-2 Slope Factor, Cg 1.0 ASCE 7Fçura7.2 1 Thermal Factor C1 1.2 ASCE7TabJe7.3 j Exposure Factor C • 1.0 ASCE 7 Table 72 Flit RootSnowLoad p, 200 psi ASCE 7 Section 73 Leeward Unbalanced Snow Load 20.0 PSI ASCE7Secfb 76.1 ] WIND LOAD Bslciind Speed, 145 mph - V 110 mph ASCE 7Seran2S5 Exposure Category ..! '. C -. :.- ASCE7Sen26.7 Otist Effect Factor G 0.85 ASCE 7Sbc1bn 26.91 J Velocity Pressure Exposure Coefficient, K5 0.85 ASCE 7 Table 27.3.1 Wind Directionality Factor 085 ASCE7TabJe26.8-1 Topographic Factor K 1.00 ASCE 7 Section 2E82 Velocity Pressure, q :• 38,89 PSI , ASCE7Seci627.3.21 Main Wind-Force ResIstIng System A$CE 7Secikxi27.43 Open Beading, Clear Wkd Flow (Cn frvm ASCE 7 F. 27,4-4 -27,44) Load Case A B Y=0 ..• Windward Cp 1.10 0.01 p(ps) 3636 028 y.180 Leeward Cp. ' -0.17 -0.96 p(pst: -5.65 -31.82 y.90 Sideward Cp- 0.80 -0.80 p{psi): 26.44 - -26.44 Comoonent and Ctadd!ñc, EIanieh1i' . AsCE 7Sectb30.8.2 Open &,adng, Clear WI-4 F1ow(Cn fron, ASCE 7F. 308-1' 30.8-3) Wind Direco.•ósn, A'jFmmAoa! Zone 3 Cn; 2.29 -2.11 I .75.75 :' '69,69I Zone 2 Cn: 1.77 -1.63 P pst) 58.46 -53.92 Zone 1 Crr 1.15 -1.05 p(pf):37.'87 34.5 SEISMIC LOAD j Analysis Procedure Equivalent Lateral Force Procedure ASCE 7Secslon 12.8 Seismic Site Class I) ASC7SecSkd 11.4.2 Basic Seismic Force Resisting System Sleet ordinary Canllavef Column Systems ASCE 7 Table 12.2.1 1 Short Spectral Response Parameter, S9 2.00 1 ASCE78.C*,n 12.8 j I. In Calitoqnla. accomodales S value up to 2.5 per CSC 2013 Section 1516.10.11. 1-Sc Spectral Response Parameter, S, 1.07 Seismic Design Category E ASCE 7Sdc1lon 11.5 Importance Factor,l 1.00 ASCE 7 Ta 1.11.54 Response Modification Coefficient, R 1.25 ASCE 7 Table 12.2-1 Redundancy Factor, p 1.30 ' Overstrength Factor, O 1.25 ASCE 7 Table 122-1 Design Short Spectral Response Parameter, 5DS 1.33 ASCE 7Sec1*'M 11.4.4 1-Sec Design Spectral Response Parameter, Sot 1.07 ASCE 7 S0500 11.4.4 ii Seismic Respohse Coefficient, C 1.07 AIC'E7SecXn 12.5.1 Effective Seismic Weight, W 6.00 psi ASCE 7Sectn 12.72 Seismic Base Shear V 640 PSI ASCE 7$ecXnlZ&1 Seismic Load, E 8.32 psi 4$CE7Sectkx 124 J Seismic Load with Overstrength Factor, E, 8.00 pot I ASCE 75.eclkn 12.4 PoUgon Select: REK20x24 Secondary .7 of 45 poligon' LOAD COMBINATIONS Key Service (tinfactored) Abbreviation Descriollo Number DescriRtion DL Dead Load I SERVICED Li Root Live Load 2 SERVICE Li S Snow Load 3 SERVICE S Su Unbalanced Snow load 4 SERVICE Su Wx Wind Load (X-Direction) S SERVICE Wx (Load Case A) Wz Wind Lead (Z- Direction) 6 SERVICE Wx (Load Case B) Wx (Minimum) 10 psi Minimum Wind Load (X-Direction) 7 SERVICE Wz (Load Case A) Wz (Minimum) 10 psI Minimum Wind Load (Z-Direction) 8 SERVICE Wz (load Case B) Ex Seismic Load (X-Direction) 9 SERVICE Ex Ez Seismic Load (Z.Directlon) 10 SERVICEEz Emx Seismic load (X-Direction) with Overstrength Factor Emz Seismic Load (Z-Directton) with Dverstrength Factor Sds Design Spectral Acceleration Parameter Allowable Stress Design (Factored) Strength Design (Factored) Number Descdotio Number Descriplio 14 0 54 14D 15 D+Lr 55 1.21)+0.51j J 16 0+5 56 1.20+0.55 17 D+Su 57 1.20+0.SSu 18 D+0.6Wx (Load Casa A) 58 120+ l.6Lr+O.5W* (Load Case A) 19 D. 0.6Wx (Load Case B) 59 1.20 + 1.61-r + 0.5Wx (Minimum) 20 0 + (a6Wx (Minimum)) 60 1.20 + 1.6S + OSWx (Load Case A) 21 D + 0.75(0.6Wx (Load Case A)) + 0.75Lr 61 120 + 1.6$ + 0.5Wx (Minimum) 22 0 + 0.75(0.S Wx (Minimum)) + 0.75Li 62 1.2D + iOWa (Load Case A) + 0.5Li 23 0 + 0.75(O.6Wx (Load Case A)) + 0.75S 63 1.20 + i.OWx (Load Case 8) + 0.5Lr 24 0 + 0.75(0.6Wx (Minimum)) + 0.75S 64 1.20 + lOWs (Minimum) + 0.51.t 25 0.60 + 06Wx (Load Case A) 65 1.20 + 1.0Wx (Load Case A) + 0.5$ 26 0.60 + 0,6Wx (Load Case 8) 66 1.21) + IOWa (load Case 8) + O.SS 27 0.60 + (0.6W5 (Minimum)) 67 120 + I.0Wx (Minimum) + O.SS 28 0 + 0.6Wz (Load Case A) 68 0.90 + tOWs (Load Case A) 29 0 + 0.6Wz (Load Case 6) 69 0.90 + lOWs (Load Case B) 30 0 + (0.6Wz (Minimum)) 70 0.90 + lOWs (Minimum) 31 0 + 0.75(0.6Wz (Load Case A)) + 0,75Lr 71 1.20+ 1.6Li + 0.5Wz (load Case A) 32 0 + 0.75(0.6Wz (Minimum)) + 0.751, 72 1.20 + 1,61.r • 0.5Wz (Minimum) - 33 0 + 0,75(0.6Wz (Load Case A)) + 0.755 73 1.20 + 1.6S + 0.5Wz (Load Case A) 34 0 + 0.75(0.6Wz (Minimum)) • 0.75S 74 1.2D + 1.6S + 0,5Wz (Minimum) 35 0.60 + 0.6Wz (load Case A) - 75 1.20 + l.0Wz (Load Case A) +0.51, 36 0.60 + 0,6Wa (load Case B) 76 1.20 + 1,OWz (Load Case 8) +0.SLi 37 0.60 + (0.6Wz (Minimum)) 77 1.20 + 1,0Wz (Minimum) + 0.51, 38 (1.0+0,14Sds)0+0.7Ex 78 l,2D+1.0Wz (Load Case A)+O.5$ 39 (I.0+0.105Sds)0 + 0.525Ex 40.75$ 79 1.204 I.0Wz (Load Casa 8) + 0.5S 40 (0.6-0.14Sds)D + 0.7Ex 80 1.204 1.0Wz (Minimum) + 0.5S 41 (1.0+O.14Sds)0+0.7Ez 81 0.90+1.OWz (Load Case A) 42 (1.0+0.105Sds)D + 0.525Ez .p0.75S 82 0.90+ 1.0Wz (Load Case B) 43 (06-0.14Sds)D + 0.7Ez 83 0.90 + 1.0Wz (Minimum) 84 (1.2+0ZSds)0 + I .()Ex + 0.2S 85 (0.90.2Sds)0 + 1.0Ex 86 (1.2+0,2'Sds)D+ 1.0Ez+ 0.2S 87 (09.O.2Sds)D+ i3OEz Load combinations are effective In all slates that have adopted I$C as a base code. See RISA Analysts Report* for the load combinations that are not listed above. Poligon Select: REK2Ox24 Secondary 8 of 45 MATERIALS Column HSS6x6x3/16 Gable Beam HSRtiJiR Eave Beam HSS6x4x1I8 Purlin HSS6x4x1/8 Ridge Beam HSS6x4x1/8 Eave Tail HSS6x4x1/B Purfln Tall F4SS6x4x1I8 Ridge Tail HSS6x4x1IB Compression Member I-ISS8xBx5/8 HSS Sections: Pipe Sections: RUT Sections: Channel & Angie Sections: Connection Plates: Connections Bolts Welding Process: Welding Electrode: ASTM A500 Gr. B ASTM A53 Gr. B ASTM A519 ASTM A36 ASTM A36 ASTM A325 Gas Metal Are Welding E7Oxx Poilgon Select, REK2Ox24 Secondary 9 of 45 P6119off RISA MODEL VIEWS Jont Labels Member Labels Member Shapes Member Lengths Member Local Axis For slnipklly and clarity, only the Load Scenario A model Is shown. All models are Identical with the exception of Member Name and Joint Labels Poligon Select: REK20x24 Secondary 10 of 45 Pohgon Select: REK2Ox24 Secondary 11 of 45 Poligon Select REK2Ox24 Secondary 12 of 45 Poligon Select: REK2Ox24 Secondary 13 of 45 14 of 45 Poligon Select REK2Ox24 Secondary Pohgon Select: REK2Ox24 Secondary 15 of 45 poligon FOUNDATION DESIGN Foundation Design Load Scenario A Service Load Reactions Load Scenario 8 Service Load Reactions FoundatiorDesiari By Other If foundations are to be designed by another engineer, the engineer should reference attached service load (unfaclored) foundation reactions. Anchorage designed with the following assumptions. Contact Poiigon if these minimum requirements are not met: Concrete compressive strength (5'J 4,000 psi minimum See HILTI output for minimum anchorage edge distance, minimum embedment, anchor quantity, and diameter. Cast-In-Place anchors are ASTM F-1554 Epoxy anchors are HILTI HIT.HY 200 Poligon Select: REK20x24 Secondary 16 of 45 P611goff FOUNDATION DESIGN FIXED BASE (SPREAD FOOTING) Spread Footing Allowable Actual Load Combination I Member 1 Bearing Pressure (Chapter 18 of the Building Coda) 1500 psi 823 psi 431 B:Coiumn3 OK 2 Shear Check (ACt Chapter 11) N/A N/A Does Not Ccntrot / OK By Inspection OK 3 overturning Check SF- 1.21 171 kip-in 142k1p4n 431B:Column3 OK 4 Sliding Check SF. 373 55 kip 1'.5'P 381B-Column2 OK 5 Area of Reinforcement (ACt Chapter 7) 4.42 tn 4.42 ire Minimum Value Controls OK Design Forces / Moments Chad toad Coinbinadon Member dF 1 43 B:Column3 0.47 .1.38 8.76 142.20 -1.33 x - x x x 43 : 3 B:Column3 0.47 -1.38 142.20 -1.33 4 38 B:Cclumn2 1.82 ,O1 a 0.00 ~8.76 73 IC IC a a a a 5- #6 horizontal bars (equally spaced) each way, top and bottom - ------------------- T \ --------------------- I —6,5ft ---- Snread Footino Ootion The foundation design contained herein Is not site specific, but Is based on the presumptive allowable foundation pressures In Chapter 18 of the Building Code (Class 5 soil). The building official In the jurisdiction in which this structure is located may require a site specific geotechnical report or letter from a qualified local professional engineer attesting to whether the actual site conditions meet the assumptions Identified above. Spread Footing Width (ft): 1 6.5 Spread Footing Thickness (ft): 1.5 fc (psi): 4000 Concrete Unit Weight (tb/fl): 150 FOUNDATION DESIGN - FIXED 8ASE/3P0E40 FOOTING) OK Poligon Select; REK20x24 Secondary 17 0145 P6119off SERVICE LOAD FOUNDATION REACTION SUMMARY Refer to RISA model views for column local axis Service LoadjUnfactored) LC Member Label Sec Axial 1k] v Shear (k) z Shear [k] Torque 1k-mI y-y Moment tk-In) z-z Moment 1k4n] LC DescrIptIon 1 A;Columnl 1 0,907 -0.037 0.000 0.281 -0.002 -4.012 SERVICED I A:Column2 1 0907 .0.037 0.000 -0.281 0.002 -4.012 SERVICED I A:Column3 1 0.907 -0.037 0,000 .0.281 0.002 -4.012 SERVICED 1 A:Cokimn4 1 0.907 .0.037 0.000 0.281 .0.002 -4.012 SERVICED 2 A:Columnl 1 2,400 -0,128 0,000 1.501 -0.013 -13.819 SERVICE Li 2 ACoIumn2 1 2.400 -0.128 0.000 .1.501 0013 .13.819 SERVICE Li 2 A:Column3 1 2.400 -0,128 0.000 -1.501 0.0*3 -13.819 SERVICE Li 2 A:Cotumn4 1 2.400 -0.128 0.000 1.501 -0.013 -13.819 SERVICE Li 3 A:Columnl 1 2.400 -0.128 0000 1.501 .0.013 -13.619 SERVICES 3 A:CoIumn2 1 2.400 -0.128 0.000 .1.501 0.013 -13.819 SERVICES 3 A:Column3 1 2.400 -0.128 0,000 -1j01 0.013 -13.819 SERVICES 3 A:CoIumn4 1 2.400 -0.128 0.000 1.501 0.013 -13.819 SERVICES 4 ACclumn1 1 1.950 -0.064 0.000 0.512 -0.008 -6.959 SERVICE Su 4 A,Cotumn2 1 0.450 -0.063 0.000 -0.990 0.005 -6.832 SERVICE Su 4 ACotumn3 1 1.950 -0.064 0.000 -0.512 0.008 -6.959 SERVICE Su 4 kCoIurnn4 1 0.450 .0.063 0.000 0.990 -0.005 -6.832 SERVICE Su 5 A:Columnl 1 1.988 0.460 0.000 0.323 -0.004 49.732 SERVICE Wx (Load Case A) 5 ACoIumn2 1 0.223 -0,561 0,000 -0.942 0.006 -60.542 SERVICE Wx (Load Case A) 5 A:Column3 1 1.988 0.460 0000 .0,323 0.004 49.732 SERVICE Wx (Load Case A) 5 ACoIumn4 1 0.223 -0.561 0.000 0.942 -0006 -60.542 SERVICE Wx [Load Case 6 A:Columnl 1 -0.462 0.432 0.000 -0.886 0.006 46.642 SERVICE Wx (Load Case B) 6 A:CoIumn2 1 -1.809 -0.329 0.000 0.413 -0.005 -35.528 SERVICE Wx (Load Case B) 6 A:Column3 1 -0,462 0.432 0,000 0.886 -0.006 46.642 SERVICE Wx (Load Case B) P4JII4.1.8'9 -0-329 PQ_ .0.41 Q05 -35.528 SERVICE Wx I Load Case 7 A:Columnl 1 1.920 -0.089 -0.224 2.503 18.944 -9.589 SERVICE Wz (Load Case A) 7 A:Columrt2 1 1.920 .0,089 0.224 -2,503 -18.944 -9.589 SERVICE Wz (Load Case A) 7 A:Column3 1 1.887 -0085 -0.225 0.324 18.952 -9.154 SERVICE WZ (Load Case A) 7 A:CoIumn4 1 1.887 .0.085 0.225 -0.324 -18.962 -9.154 SERVICE WztoadCjj B A:Columnl 1 .1.904 0.086 -0,002 -iOW I.4U 9273 SERVICE Wi (Load Case B) 8 AtColumn2 1 '1.904 0.086 0.002 1.079 -0.148 9.273 SERVICE Wz (Load Case B) 8 kCoIumn3 1 -1.904 0.086 -0.002 1.100 0.130 9.276 SERVICE Wz (Load Case 8) 8 A:CoIumn4 1 -1.904 0.086 0.002 -1.100 -0.130 9.276 SERVICE Wz (Load Case S) 9 ACoIumn1 1 -0.120 1.258 0.000 -0.021 0.002 126.024 SERVICE Ex 9 A:CoIumn2 1 0.120 -1.258 0.000 -0.021 0,003 -126,038 SERVICE Ex 9 A:CoIumn3 1 .0.120 1.258 0.000 0.021 -0.002 126.024 SERVICE Ex 9 A:Coiurnn4 1 0.120 -1.258 0.000 0,021 -0.003 -126.038 SERVICE Ex 10 AColumni 1 0.096 -0.012 -1258 7,427 126.031 -1.258 SERVICEEz 10 A:CoIumri2 1 0.096 -0.012 *258 .7.427 -126,031 -1.258 SERVICEEZ 10 A:Column3 1 -0,096 0.012 .1.258 7,422 126.030 1.257 SERV10EEZ 10 kCoIumn4 1 -0.096 0.012 1.258 -7.422 -126.030 1.257 SERVICEEz Poligon Select REK2Ox24 Secondary 18 of 45 P61190(y SERVICE LOAD FOUNDATION REACTION SUMMARY Refer to RISA model views for column local axis Service Loads (Unfactored) LC Member Label Sec Axial N y Shear [Ic) z Shear [Ic] Torque fk-In) y-y Moment 1k-In) z-z Moment [Ic-In) LC Description 1 B:Coiumal 1 1.413 -0.064 0.000 0.597 -0.005 -6923 SERVICED I 8:Column2 1 1.413 -0.064 0.000 -0.597 0.005 -6.923 SERVICE D 1 B:CoIumr3 1 1.413 -0.054 0.000 -0.597 0.005 -5923 SERVICED I B:CoIumn4 1 1.413 -0.084 0000 0.597 -0005 .6.923 SERVICED 2 B:Cclumnl 1 2.400 -0.128 0.000 1.501 -0D13 -13,819 SERVICEL 2 B:CoIurnn2 1 2.400 -0.128 0.000 -1.501 0,013 .13.819 SERVICEL 2 B:CoIumn3 1 2.400 -0.128 0.000 -1.501 0.013 -13.819 SERVICE Lr 2 8CoIumn4 1 2.400 -0.128 0.000 1.501 -0.013 -13.819 SERVICE Li 3 BColumnl 1 2.400 .0.128 - 0000 1.501 .0.013 .13,819 SERVICES 3 B:Coiumn2 1 2.400 -0.128 0.000 .1.501 0.013 -13.819 SERVICES 3 8:CoIumn3 1 2.400 .0.128 0.000 -1.501 0.013 -13,819 SERVICES 3 8:CoIurnn4 1 2.400 -0.128 0000 1.501 -0.013 -13.819 SERVICES 4 8:Co1umnl 1 1.950 -0.064 0.000 0.512 -0.008 -6.959 SERVICESU 4 8:CoIumn2 1 0.450 -0.063 0.000 -0.990 0005 -6.832 SERVICE Su 4 B:CoIumn3 1 1.950 .0.064 0.000 .0.512 0.008 -6.959 SERVICE Su 4 B:Coiumn4 1 0.450 -0.063 0.000 0.990 -0005 -6832 SERVICE Su 5 S:Columnl 1 1.988 0.460 0.000 0.323 -0,004 49.732 SERVICE Wx (Load Case A) 5 B:Column2 1 0223 .0.561 0,000 -0.942 0.006 -60.542 SERVICE Wx (Load Case A) 5 B:CoIurnn3 1 1.988 0.460 0.000 -0.323 0.004 49.732 SERVICE Wx (Load Case A) 5 8:CoIumn4 1 0.223 -0.561 0000 0.942 -0.006 -60.542 SERVICE Wx (Load Case A) 6 BCoIumnl 1 -0.462 0.432 0.000 4886 0.008 46.642 SERVICE Wx (Load Case B) 6 B:Coiumn2 1 -1.809 -0.329 0.000 0.413 -0.005 -35.528 SERVICE Wx (Load Case B) 6 B:CoIumn3 1 -0.462 0.432 0.000 0.886 -0.006 46,642 SERVICE Wx (Load Case 8) 7 B:CoiumnZ 1 1.920 -0.089 0.224 -2.503 -18.944 -9.589 SERVICE Wz (Load Case A) 7 B:CoIumn3 I 1.887 -0.085 -0.225 0.324 18.962 .9.154 SERVICE WZ (Load Case A) 7 B:Column4 1 1.557 .0,085 0.225 -0,324 -18.962 -9.154 SERVICE Wz (Load Case A) B BCoIumnl 1 -1.904 0.086 -0.002 -1.079 0.148 9.273 SERVICE Wz (Load Case B) 8 8:Co1umn2 1 -1.904 0.086 0.002 1.079 -0.148 9.273 SERVICE Wz (Load Case B) 8 8CoIumn3 1 -1.904 0.086 -0.002 1.100 0.130 9,276 SERVICE Wz (Load Case B) 8 BCoIumn4 1 -1.904 0.086 0.002 -1.100 -0.130 9.276 SERVICE Wz (Load Case B) 1 -' 1.959 0.000 -o.oF 0.007 201,775 SERVI Ex 9 8:Colurnn2 1 0.208 -1.960 0.000 -0.032 0.007 -201.814 SERVICE Ex 9 9:CoIumn3 1 -0208 1.959 0.000 0.032 -0.007 201,775 SERVICE Ex 9 B:Coumn4 1 0208 -1.960 0.000 0.032_ -,007 -201.814 SERVICE Ex 10 BCoIumn1 1 0.165 -0.020 -1959 12.863 201.796 -2.175 SERVICE EZ 10 8:CoIurnn2 1 0.166 -0.020 1.959 -12.863 .201.796 -2.175 SERVICEEz 10 B:Co1umn3 1 -0.166 0.020 -1.959 12.845 201.793 2.173 SERVICEEz 10 BCoIumn4 1 -0.166 0.020 1.959 -12.845 -201793 2,173 SERVICEEZ Po)igon Select REK20x24 Secondary 19 of 45 CONNECTION DESIGN Poligon Select REK2Ox24 Secondary 20ct45 www.hlltLus aaaa* 11 1-072 " I Profis Anchor 2.6.5 Company: Page: i Specifier Project: I Address: Sub-Project I Pos, No,: I Phone I Fax: Date: 7I222016 E-Mail: Specifiers comments: linput data I Anchor type and diameter Heavy Hex Head ASTM F 1554 GR, 55 1 Effective embedment depth: ht = 11.000 In. 1 Material: ASTM F 1554 I Proof Design method ACt 318-14 I CIP Stand-off Installation, e) = 0.000 in. (no stand-off): t z 1.000 In. Anchor plate: I. x l x I = 14.000 In. x 14.000 in. x 1.000 In.; (Recommended plate thickness: not calculated I Protile: Square HSS (AISC); (Lx W xl) = 6.000 In. x 5.000 In. x 0.188 in. Base material: cracked concrete, 4000, t'= 4000 psi: h = 1 B4O00 in. Reinforcement tension: condition B. shear. condition B; 1 edge reinforcement none or < No.4 bar $ Seismic loads (cat. C. 0, E, or F) Tension load yes (17.2.34.3 (d)) Shear load: yes (17.2.3.5.3 (c)) jGeometry fin.) & Loading [kip, In.klp] I I Q - 4P 41171 ~ Oo~i~ -. :• put dais and reeutts dbet be thecked for egmement tth the extaling cwdWoft and foq PWUBWV J PROFtS Arithor >2003.2009 I-lOU AG, FL-9494 Sch$en Hate. mgletered Trademark of Hod AG, Sda.an Poliqon Select: REK20x24 Secondary 21 of 45 www.hfltius Profis Anchor 2.6.5 Company: Page: 2 Specifier: Project: Address: Sub-Project I Pos. No.: Phone I Fax: I Date: 7/22/2016 E-Mail: 2 Proof 1 Utilization (Governing Cases) Design values (klpj Utilization Loading Proof Load Capacity fW I Status Tension Concrete Breakout Strength 18.237 30838 601- OK Shear Concrete edge failure In direction x- 2.101 16.063 -114 OK j Loading - Utilization PNV L%I Status Combined tension and shear load 46 OK 3 Warnings Please consider all details and hlntslwamings given In the detailed reportl Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties Any and all information and data contained in the SoYtware concern solely the use of Huh products and are based on the principles, formulae and security regulations In accordance with Hit's technical directions and operating, mounting and assembly Instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use-specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put In. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be - put In by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to Interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application, You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, If applicable, carry out the updates of the Software offered by Hill on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-dale version of the Software In each case by carrying out manual updates via the l-iilU Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. npiA date WXJ res,ilta ,mt be decked for .Weembnt wM the exlibng conthUcn$ lAd for ptauotbat)I PfOF1S Anclw (c) 2003-2009 HalAG, FL-9494 ScaaA KItS fee regIstered Trademaj ci HItS AG, Schien Pnlinan Select: REK20x24 Secondary 22 of 45 www.hiltLus Profis Anchor 2.6.5 Company: Page: 1 Specifier Project: Address: Sub-Project I Pos. No.: Phone I Fax: Date: 7/2212016 E-Mail: Specifiers comments: Please Note: Post Installed Anchors are Optional I Input data ______ Anchor type and diameter. HlT.HY 200 + HAS I awo Effective embedment depth: 11.000 In. (h - In) Material,, 5.8 Evaluation Service Report: ESR-3187 Issued I Valid: 3/112016131112018 Proof: Design method ACI 318-141 Chem Stand-off Installation: e. = 0.000 In, (no stand-off) t = 1.000 In. Anther plate: lx I x t 14.000 In. x 14,000 In. x 1.000 (Recommended plate thickness: not calculated Profile: Square HSS (AISC); (Lx W x T) = 6.000 In. x 6.000 In. x 0.188 in. Base material, cracked concrete, 4000, 4000 psi; h = 18,000 In., Temp. short/long: 32132 'F Installation: hammer drilled hole, Installation condition: Dry Reinforcement tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement none or c No. 4 bar Seisnc loads (cat. C, D, E, or F) Tension load: yes (17.2.3.4.3(d)) Shear load: yes (17.2,3,5.3 (c)) Geometry tin.] & Loading tklp, In.kip] j I I 10 * — 'T7 tnput date and resuel net be thedcod for aresmenI wtth 'ho eastMg conditiom and tar paui&betyt PROF'IS Andor (C) 2003-2009 UflU AG, 't..94G4 Schaan HRU tee regatarad Tradame,Ic & H1lJ AG, Sdaan i Poligon Select: REK20x24 Secondary 23 of 45 fi www.hiltius Profis Anchor 2.6.5 Company: Page: 2 Specifier Project: Address: Sub-Project I Pos. No.: Phone I Fax: Date: 7/2212016 E-Mail: 2 Proof I Utilization (Governing Cases) Design values [klp] Utilization Loading Proof Load Capacity P.i / pv 1%1 Status Tension Bond Strength 18.237 19.874 921- OK Shear Concrete edge failure In direction x 2.101 16.063 -/14 01< Loading Combined tension and shear loads Al8 o.i Utilization Nv (1/61 Status 1,0 88 01< - 3 Warnings Please consider all details and hints/warnings given In the detailed report! Fastening meets the design criterial 4 Remarks; Your Cooperation Duties Any and all information and data contained in the Software concern solely the use of HUll products and are based on the principles, formulas and security regulations in accordance with HiltFs technical directions and operating, mounting and assembly Instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use-specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsiblilty for the absence of errors, the completeness and the relevance of the data to be put In by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability fora specific application. You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, If applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software In each case by carrying out manual updates via the Hilt! Website. Hilt! will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. rout data and ,ealt1 tmjnt be cftaod for egmomentwdtr ae exaUng nd5on$ and to paubflttI PROPS Anchor (c ) 200.3.2009 HIM AG. FL-9494 Schaan HOd tea regtetesad T(adorwlr ci HOd AG, Schaan Qotør't' PW)flv4 nrnnriary 24 of 45 F P6119off STRENGTH DESIGN FOUNDATION REACTIONS Strength Design Reactions (Factored) Controlilg Column: B:Column2 smngaxtc Axial y Shear z Shear Torque y-y Moment z-z Moment LC Load Combination Description N fkj IkJ [in-kip] [1n-kIpj tin-kip) Controlling Comb1iition - 54 lAD 2.0 -0i 0.0 -0.8 0,0 -9.7 55 I.20+0.$Lr 2.9 -0.1 0.0 -13 0.0 -15.2 56 1.2D + 0.5$ 2.9 -0.1 0.0 .1.5 0.0 .15.2 57 1.213+0.5Su 1.9 -01 0.0 .1.2 0.0 -11.7 58 1.20 + 1.6Lr + 0.5Wx (Load Case A) 5.7 .0.7 0.0 -3.9 0.0 -80.2 59 1.20 + 1.61r + 0.5Wx (Minimum) 5.6 -0.4 0.0 -3.1 0.0 47.2 60 1.20 + 1.65 + 0.5Wx (Load Case A) 5.7 -0.7 0.0 -3.9 0.0 -80.2 61 1.20 + 1.6$ + 0.5W,{fnimum) 5,6 -0.4 0.0 -3.1 0.0 -47.2 82 1.20 + 1.0Wx (Load Case A) + 0.5ET 3.3 -1.1 0.0 -3.0 TO -115.0 63 l,20+1.OWX (Load Case B)+0.5Lr -0.1 -0.7 0.0 -0.8 0.0 -75.3 64 1.20 + 1.0Wx(Minimum)+0.5Lr 2.9 -0.5 0.0 -1.4 0.8 -48.9 65 120+1.0Wx (Load Case A)+0.5S 3.3 -1.1 0.0 -3.0 0.0 -115.0 66 12D:. 1.0Wx (Load Case B) + 0.5S -0.1 -0.7 0.0 -0.8 0.0 -75.3 67 1.2D+1.0Wx(Mlnlmum)+0.5S 2.9 -0.5 0.0 - -1.4 0.0 -48.9 68 0.90 + 1.0Wx (Load Case A) 1.6 -1.0 0.0 -2.1 0.0 -106.0 69 0.90 + 1.0Wx (Load Case 8) -1.7 -0.6 0.0 0.2 0.0 -68.3 70 0.90 + 1.0Wx (Minimum) 1.3 -0.4 0.0 -0.5 0.0 40.0 71 120 + 1.6Lr + 0.5Wz (Load Case A) 7.1 -0.4 8.2 -52 -15.4 -38.3 72 1.20 + 1.6Lr + 0.5Wz (Minimum) 5.5 -0.3 0.1 -3.6 -6.8 -30.4 73 1.20+1.6S+0.5Wz (Load Case A) 7,1 -0.4 0.2 -5.2 -15.4 -38.3 74 1.20 + 1.6$ + 0.5Wz (Minimum) 53 -0.3 0.1 -3.6 -6.8 -30.4_ 75 1.20 + 1.0Wz(LoadCase A) ~ 0.51r 6.1 -0.3 04 -5.6 - -30.9 -31.1 76 1.20 + 1.0Wz (Load Case B) + 03Lr -0.3 0.0 0.0 0.3 -02 0.4 77 1.2D+1.0Wz(M(nimum+0.5Lr 2.9 -0.1 0.2 -2.5 -13.6 -15.3 78 1.20 + L0Wz (Load Case A) + 0.5S 6.1 -0.3 0.4 -5.6 -30.9 -31.1 79 1.20 + 1.0Wz (Load Case B) + O.5S -0.3 0.0 0.0 0.3 -0.2 0.4 80 1.20 + 1.0Wz (Minimum) + 0.5S 2.9. -0.1 0.2 -2.5 -13.6 -15.3 81 090+1.0Wi (Load Case A) 43 -0.2 04 -4.7 -30.9 -22.1 82 0.90 + 1.0Wz (Load Case 8) -1.9 0.1 0.0 - 1.3 -0.2 9.3 UsJ UJI# V ISIVV £, lV,IllUlLIIII I.0 'lJII U.. I .W - - I U.1 ,84 (12+25ds)0+110Exj.02S t' 00 1.2 XICZ 55 (12+0250S)D+1,0Z#Q2S Z.7 -0.1 Z.Q -14.0 -01. -15;; 87 (0.9-0.2Sds)D + 1.0Ez 1.1 -0.1 2.0 -13.2 -201.8 -6.5 (-OLTIPROFJS$NPLJT Tensile Force -2.8 kip - uplift Is positive Shear (x) .. -2.1 hip Shear (y) 0.0 hip Torsional Moment (z-axis) -1.2 in-hip Sending moment (x-axis) 0,0 In-kip Bending moment (y-axis) -214.7 in-hip Pofigon Select: REK2Ox24 Secondary 25 of 45 X Base Plate Calculations Bearing Pressure Maximum Bearing 1.117 ksl Max/Allowable Ratio .379 ASCE 5 (b) (ABIF = 1.000) 1.117 (ksl) %LL Base Plate Stress Maximum Stress 19.965 ksl Max/Allowable Ratio .616 ASCE 5 (b) Plain Base Plate Connection (ASIF = 1.000) Base Plate Thickness :1. in Base Plate Fy :36. ksl I 19.965 Bearing Surface Fp :2.944 ksl (ksi) Anchor Bolt Diameter : 1. In Anchor Bolt Material F1554.55 1.003 Anchor Bolt Fu :75. ksl / Column Shape : HSS6x6x3 Steel Code : AISC 14th:ASD Concrete Code ACI 318-11 Anchor Bolts RIt Y flr 7 finl Tpntz W1 Vv 1k V7 (k'I Fnt 1ki\ ft tktil Fry, 1kril hi tkcil I InIh, mhintirn ET - S. I S. 5.852 1 -.35 .01 1 N.A. I N.A. I N.A. I N.A. I N.A. I ASCE 8(14) L1 -5. S. .136 0. .045 N.A. N.A. N.A. N.A. N.A. ASCE 8(13) L1 5. -5. 6.026 0. .045 1 N.A. I N.A. I N.A. I N.A. I N.A. ASCE 8(13) [41 .5. -5. 6.026 1 0. 1 .045 1 N.A. I N.A. I N.A. I N.A. I N.A. I ASCE 8(13) Note: Fnt and Fnv shown above include phi factors. 1.4 DL -.1 -6.9 2.4 LL -.1 -13.8 .2 WL -.6 -60.5 .2 EL -.2 -201.8 1.9 .2 01-1 - -.1 -9.6 -18.9 .2 2. 01-2 -2.2 -201.8 Poligon Select REK20x24 Secondary 26 of 45 - Loads P(k) Vx(k)Vz(k) Mx(k)Mz(k-ln) PeRgoll COLUMN BASE WELD CHECK Weld Prooertles of Column Base Width, b - 6.0 In Aw - 24.0 In 2(b+d) Sy 48.0 tnA2 (b(J)+(d2/3) Depth,d... 6.0 In.. Vi- 12Dm 2'b Si- .48.0In2 (bd)+(b2I3) •' Vy • 12.0 in 2'd 1w - 288.0 1n63 t(b#d)3]/6 Weld Check: w = 0.25" - Allowable (kfln) Actual (k/in) Load Combination I Member I Tension (FxIAw + MyISy+ MzISz) 3.45 3.13 41 I8:Cobjmnl OK 2 Shear V (FyNy + (Mx (b/2))/tw) 345 012 38 / B Columni OK 3 Shear Z (Fz.Nz + (Mx'(d/2))11w) 3.45 0.04 42 / B:Cofumn4 OK 4 Combined ,jrtnsen2+Sh*arr +Sl4ar1 345 313 4118'Coiumn2 OK . Design Forces / Moments Check Iced CcMnadon Mernbeq . Mx Z 1 41 B:Colurnnl .1.40 9.74 144.00 9.76 2 38 B:Cctumnl -0.00 0.69 0.00_ 135.79 3 42 B:Colurnn4 U1.79-0.09 1.07 -4.99 .110.35 ..I7.I4 4 41 8:CaIumn2 1.40 -9.74 -144.00 -9.76 x x xx x x x JFx 7'.fl Mz Plate Width, W (in): See Base Plate Calculations Column Size: HSS6x6x3I16 Plate Thickness, T (In) See Base Plate Calculations Weld Size, w (in) 114 COLUMN BASE WELL' CHECK OK Poligon Select: REK2Ox24 Secondary , 27 of 45 P61190ft FLYOVER GABLE BEAM 2 BOLTS Bolt Check: (2) 0.625' Diameter, A325 Bolts Allowable Actual Load Combination I Member I Shear AISC (J3-1) RN/a 8.3 kip 4.6kip 41/BC&umnl OK 2 Tension AISC (J3-1) RN/fl 13.8 kip 0,7 kip 36/ kColumn3 OK 3 Bearing AISC (J3.6b) RN/fl 20.4 kip 4,6 kip 41/ B:Columnl OK End Plate Check: 0.375" Thick Allowable Actual Load Combination! Member 4 Shear Ylelding AISC (J4.3) RN/a 34.2 kip 1.8kip 39/8CoIumn1 OK 5 Shear Rupture AISC (.14-4) RN/fl 32.3 kip 1.8 kip 39/8 CIn1 6 Weld Check w.0875 AISC (.12-3) RN/C) 2.8 klpñn 02 kipfln 41 /8'Columnl OK 7 Plate Thckness(l,) 4M 22W 013 in 038 in 36/A.Coiumn1 OK Design Forces / Moments Check Load C4Ctna1cn Mentor Fe Z MY MZ 1 41 B:Coiurnnl 1,6 -0.1 -1.3 9.7 00 0.0 2 36 ACoIumn3 -1,4 0.1 0.0 0.9 0.0 0.0 3 41 - B:Columnl 1,6 -0.1 - ,3 92 0.0 0.0 4 39 B:Coiumal 32 0,8 0.0 1.8 0,0 0.0 5 39 BColumn1 3.2 0.8 0.0 1,6 0.0 0.0 6 41 B:Colurnnl 1.6 -01 -1.3 9.7 0.0 0.0 7 - 36 A:Columnl -1,4 0.1 0.0 -0.9 0.0 0.0 7 n4 3.16 In Fz,pl Lp-6.321n 2.3210 *.- - . 2'i .4 4 3,16 In Mz 3, 18,43- Wp 6 In Member Height (in):li Number of Bolts: Member Width (in):6 Bolt Diameter (in): 6.625' Member Thickness (in): 0.188 End Plate Thickness (in): 0.375 End Plate Weld Size (in): 0.188 Flange Plate Thickness (in): 0.375 ; FLVOVEA GABLE BEAM - 2 BOLTS OK Poligon Select' REK20x24 Secondary 26045 P6119011 GABLE BEAM TO COMPRESSION MEMBER 4 BOLTS Bolt Check: (4) 1" Diameter, A325 Bolts - Allowable Actual Load Combination I Member 1 Shear AISC (J3.1) Ado 21.2 hip 23 kip 42/ B.-Gable Beam2 OK 2 Tension AISC (J-3.1) AdD 35.3 hip 162 kip-, 31/8Gable8earn1 OK 3 Bearing AISC(J3-6b) Ado 26.3 hip 2.3 kip 4218:Gab1oBeam2 OK End Plate Check: 0.625" Thick Allowable Actual Load Combination / Member 4 Shear Yteding AISC (J43) RNIO 54.0 kip 1.0 kip 31 / EL-Gable 6earn2 OK 5 Shear Rupture AISC (J4-4) - Ado 42.1 hip 1,0 hip 311 6-Gable Beam2 OK 6 Weld Check wO.1875 AISC (J2.3) R,Ifl 2.8 klplin 2,6 kip/in 31IBGebleBeam1 OK 7 Plate Thickness (to) 056 in \f 22W 063 in 31/B Gable Beam OK Design Forces I Moments Cheek Load Combination Member Fx Fx (k) Mx 1k4i my D'i M1 (knl 1 42 B:Gable Beam2 0.4 0.5 0.9 -7.5 56.0 -117.5 2 31 B:Gable Beaml 0.8 0.6 -10 8.1 -45.0 -1452 3 42 B:Gable Beam2 0.4 0.5 0.9 -7.5 560 -117.5 4 31 8:GabieBeam2 0,8 0.6 1.0 -8.1 45.0 .145.2 5 31 B:Gable Beam2 0.8 0.6 .145.2 6 31 B:Gable Beami 0.8 0.6 1j= -145.2 7 31 B:Gablc Beami 0 0.6 -1452 x 1.5 in 12 koOl HSS8XEXO.187s a Lp.8.431n 4.22 In MZ ) 543 In 4!m. 4.22 In 1.5 In _ 8 18.43 ' Wp..61n Connection Elevation End Plate Ejevation Member Height (in): 8 Number of Bolts: 4 Member Width (in): I6 Bolt Diameter (in): 1.000 Member Thickness (in): 0.188 End Plate Thickness (in): 0.625 End Plate Weld Size (in): 0.188 Flange Plate Thickness (in): NONE GABLE BEAM 112 COMPRESSION MEMBER -4 BOLTS OK Poligon Select REK20x24 Secondary 29 of 45 RIDGE BEAM TO COMPRESSION MEMBER 2 BOLTS Bolt Check: (2) 0.75 Diameter, A325 Bolts Allowable Actual Load Combination I Member 1 Shear AISC(J3-1) AdO 11.9 kip 0.7 kip 31/BRldge Beam l OK 2 TensIon AISC(J3 1) AdO 199 klp ill kip 42/BRidge Beami OK 3 Bearing AlSO (4.6b) Ado 18.4 kip 0.7 kip 311 B:Ridge Beaml OK End Plate Check: 0.5" Thick Allowable Actual Load Combination I Member 4 Shear Yielding AlSO (J4.3) RU'O 43.2 kip 1.3 kip 31 IB:Ftldgo Beaml OK 5 Shear Rupture AlSO (J4.4) AdO 381 kip 13 kip 311 B:Ridge Beaml OK 6 Weld Chock we ( i2s, AlSO (J2-3) R,IO 1.9 kip/in 1.4 kipfln 42 / a:Ridgo Beaml OK 7 Plate Thickness (1p)046 p2w, In 050 In 421 E. Ridge Beam I OK Design Forces /Moments Check Load ConbInatn Member I (k11 (c4e 1 31 B:Ridge Beaml 2.1 1.3 0.0 0.0 00 47.0 2 42 B:Ridge Beaml 1.7 1.1 0.0 00 00 $1.8 31 B:RldgeBeaml 2.1 1.3 0.0 00 0.0 47.0 4 31 B:Rldge Beaml 2.1 1.3 0.0 00 0.0 47.0 5 - 31 BRIdgeBeam1 2.1 1,3 0.0 0.0 0.0 47.0 6 42 BRldgeBeaml 1.7 1.1 0.0 0.0 1 0.0 51.8 7 42 B:Ridge Beaml 1.7 1.1 0.0 - 0.0 1 0.0 51.8 x.2 in I.. 1 7 ___ 1.25 Fth 3m Lp6ln 3,51n Mx) 3In 1.25 i;-f Wp4ln Member Height (in): 6 Number of Bolts: (2 Member Width (in): 4 Bolt Diameter in): 0.750 Member Thickness (in): 0,125 End Plate Thickness (in): 0.500 End Plate Weld Size (in): 0.125 Flange Plate Thickness (in): NONE WELDED CONNEC7701V IS PERMITTED RIDGE BEAM TO COMPRESSION AEMBER 2 BOLTS OK Poliqon Select, REK20x24 Secondary 30 of 45 P011901f EAVE BEAM/PURLIN TO GABLE BEAM ONE-SIDED Top Flange Checks: (3) 14-14 Screws Allowable Actual Load Combination I Member 1 Shear (3 of the screws) 2573 lb 1111 lb 31/ BPur8n3 OK 2 Tension (none of the screws) 0 lb 0 lb n/a OK 3 Shear Yielding (plate) AISC(J4.3) R,/fl 1162116 1111 lb 3118:Purlln3 OK 4 Shear Rupture (plate) ALSC (J4.4) RN/C) 12287 lb 1111 lb 31/ B.Purlln3 OK Side Flange Checks: (3)14-14 Screws Allowable Actual Load CombinatIon/Member 5 Shear (3 of the screws) 2573 lb 1510 lb 21 !B:PrUn1 OK 8 Tension (none of the screws) 0 lb 0 lb n/a OK 7 Shear Yielding (plate) AlSC(J43) Ru/C) 11621 lb 1510 lb 21/B:Pwiinl OK 8 Shear Rupture (plate) AISC(J4.4) RN/C) 122871b 1510 lb 21.'813udini OK. Weld Check: 0.125' Fillet Weld Allowable Actual Load Combination / Member 9 Weld Check AlSC(J2-3) RJC) 1.94 kip/in 012 kip/n 31/B:Purlln3 OK Design Forces I Moments chock Load CoatGn Member 1' Pi4nl (k4 (k-Ni) 1 31 B:Purlin3 -Ii 1,1 -0.2 0.0 0.0 0.0 2 We n/a n/a n/a n/a n/a We n/a 3 31 B;Purlin3 -1.1 1,1 -0.2 0.0 0.0 0,0 4 31 B:Purlln3 -1.1 1.1 -02 0.0 0.0 0.0 5 21 SPurlini 0.1 1.3 -0.2 0.0 0.0 0.0 6 n/a n/a We n/a n/a n/a n/a n/a 7 21 B:Purfini 0.1 1.3 -02 0.0 0.0 0.0 8 21 8:Purftni 0.1 1.3 42 0.0 0.0 0.0 9 31 - B:Puilln3 -1.1 1.1 -0.2 0,0 1= 3/4 Pusb, on C,Osi2a gIn, of Uvu ry Shown fW clasl?y Screw quantity 01 gkalcfl,s ahoy, may nol tailed actualtaqus'amanta Plan \flew Connection Elevation End Plate Elevation .1 Member Height (in): 6 Member Width (in): 4 1 Member Thickness (in): 0.125 End Plate Weld Size (in): 1/8 Sheet Metal Thickness: 10 gauge 0.1345 In Screw Size: 14-14 l tP2905 Screw Quantity (Top): 3 Screw Quantity (Side): 3 E,4VE BEAM/PURLIN TO GABLE BEAM 'ONE-SIDED OK Poligon Select REK2Ox24 Secondary 31 of 45 P61190(f NON-SLOPING TAIL CONNECTION 2BOLTS - Bolt Check: (2) 0.625 Diameter, A325 Bolts Allowable Actual Load Combination / Member 1 Shear AISC (J3'.1) RN/C) 8.3 kip 0.3 hip 21/ B:Purtln Tall3 OK 2 Tension AISC (J3-1) RN/C) 138 hip 08 kip 21/B PurllnT8113 6k 3 Bearing AISC (J3-6b) RN/C) 148 kip 0.3 hip 21/ 8PurtIn 1a113 OK End Plate Check: 0.375" Thick Allowable Actual Load Combination / Member 4 Shear Yielding AISC (J4.3) RN/C) 32.4 kip 03 hip 31/ B.Rldge Taill OK 5 Shear Rupture AISC (.14.4) RN/n 302 lap 03 hip 31 / B Ridge Talli OK 6 Weld Check w12$ AISC (J23) RN/n 1.9 kn 0.1 klpuin 211 BPurlin 1a113 OK 7 Plala Thickness (ti.) 012 in 038 In 31/B Ridge Tall OK '422W, . Design Forces / Moments Cliecli U36d Cotion member FZ Mx Z MZ 21 B:PurtlnTaii3 0.0 -0.3 0.0 0.0 -o.c ao - - SI B;PurlinTalU 0.0 -0.3 0.0 0.0 -06 3.0 - - 21 B:Puriin Ta113 0,0 0,3 0.0 0.0 .0.6 3.0 4 31 B:flldgelalll 0.0 -0.3 0.0 00 00 3.1 31 BRldgeTe1!I 0.0 -0.3 0.0 0.0 1 0.0 3.1 21 B:PurllnTall3 0.0 .0.3 0.0 0.0 -0.6 10 7 31 1 BRldgeTafli 0.0 -0.3 0.0 0.0 0.0 3.1 12 1 0.001 _--d x.Wp/21n HSSSX4XO.125 I Gin Wp - 4inMin a-o_ Plate Elevation 125 In Fth Fx, pi 3m I Varies 1E- MApI 3m 1.25 in Minimum Member Height (in): 6 - 1 Number of Bolts: 2 Member Width (in): 4 Bolt Diameter (in): 0.625 Minimum Member Thickness (in): 0.125 End Plate Thickness (in): 0.375 Minimum End Plate Weld Size (in): 0.125 Flange Plate Thickness (In): NONE WELDED CONNECTiON IS PERMITTED NON•SLOPFNG TAIL CONNECTION -2 BOLTS OK Poligon Select REK20x24 Secondary 32 of 45 RISA ANALYSIS REPORTS Poligon Select: REK2Ox24 Secondary 33 of 45 P1 iIrik?'c' A DeQv 2 Id Load Comb4nafLonsJC'it1nue4) 12 MMEIMIRMIMMOMEMMMUMMMmm WX wool MMM"MMMEM =1 UUMMMMMEMMUMMMIRMIUMMIMMIM r Men?ber Arm Loads (8W 2: DL) RS Job BIR A ffi i. 2 MemberAresJ.oads (8W 7: X LEEWARD LOWtlConNnued) _______ i! -- U! ! _! ____________ Jfrmnber Arm Loads (OW 12, XIOM1NWIND) .JUH .*C JuD Ordt P'tn M(mfl Ii I A7 P36 lJ l_P?c PernoA- -t MemberArea Loads (BLC 13:2 WINDWARD LOW) - MemberAtea Lcads1BLC 15: ZSIOEWARD LOW) Member Asea LoadsWLC 3: LO Member Aea Loads (8L0 4: SLI • 71. -- • __ ______ ;. _Member Area Loads (8W 7 X LEEWARD LOW) 0 JOW A Joint 0 tbtC JoD Direction Pstn MIptI h R1SA-0 Version 14.0.1 IS ,% TSeconday,r3 UA Member Area Loads (BLC 19: ZIOMIN WiND) Member Area Loads (BLL21 :EX ROOF)_ Slam MemberArea Loads (8LC23: ROOF) RSA-30 Version 140.1 - fS.LLLMEK2Oa US wraEI(2Ox24_SEt.ECT.Secondarr.t3d) Page 4 :r' - MOM '• --'-5'? -t• Iiii- —1J:!LJ- 'I??D ri :1 ., _______________ -r INUMPM FrN --_._-_.--.- rTrar - CE-0 c0mcufln"Opm ___ - ------•--- i - rui:' ins tri____________ -— im j Hot Roiled Steel Design Parameters ZZ ;-.------.-••••-..---.-.-- J-4...__ 1'!3 .c. __.L.!4 LL . _... .__ _... 7t, j LL4_iIl1.. - rL±jl 3J - ..- - - . i. ..A MfltrL. . - -. IA I4j AIL L ..Z . . ..... .r: - .... 1L.IEL .PUIiTa g -o 2. ?! Cçwy ( A O.erc Job Nwtdw Ctad By: _. Lou film r Men*erAdv,nced Ota (Coalinued) R4.,.,. J RM* I OfttqThI J QIIInI TC Or* PIv$ TOM ,actI SM D.Ii rn FM :P. r -4 0 R9A-D vuszoitoj ndasREO24SELECTSoclafyi3dj Page? IRRRISA Ced Hor So-tied .$(eel l3eslqn Pc.rameterskConilnuedl Le4 SI I.erItt tby.thl thnlfll L cC!!1Lr.,boLi-v,m Kr! K c F I 4..I.&.fl.4t-tZaIT.JI.-'.I....-T4 .L. lIn.1 Lr.mr IIt1:T.4 1U1 ij IdT)V1...lI71F I - Mmuqum M, 04TIT W, Wfls. mr EF%;L.'r :cThfj i'-rj mwxunummm fILrmFf, .i9 ___________ HoLflotledflteel Properties oil --Vt-----. RISA.30 Version 4.O.I - Pages I poligon I Multi-Rib Tongue and Groove Tongue and Groove (Factory Stained) Standing Seam (Medallion-I.ok) Florida State Approval (Structural) I Florida State Approval (Non-Structural) PANEL DATA 3 4 3 a * 11 J 1R&er to the toflcwing data sheets for the root type applicable to the structure ordered for this project. Poligon Select: REK2Ox24 Secondary 39 045 McELROY METAL CORPORATE OFFICE • P.O. BOX 1148 • SHREVEPORT, LA 71183-1148 (318) 7478000 FAX (318)747-8029 It" CH M I COAL U I I Issue Date: June 1, 2006 No. 07-232-06 Multi-Rib 'V 36 COVERAGE 1, Section properties are calculated in eccrd.nc, with the 2001 AtSl North 4. Is I, far deflection dsterrnlnallon. American Specification for the Design at Ccld.Fonmsd Blasi Structural Members. 5. Se Is for bending. 2 Vale the allowable shear, 6. Ms Is the allowable bending moment 3. Pals the allowable loud for web crippling an end S Interior supports. 7. AS values are for one loot of panel width. Allowable Uniform Loads (PSF) Span In Feet Span Type Load Type 1.50 2.00 2.50 3.00 350 4.00 450 5.00 5.50 600 6.50 7.00 7,50 8.00 850 900 Peak" lMnd 510 287 183 121 63 71 55 45 37 31 27 23 2) 17 15 14 Negative Wind 451 271 173 120 86 87 53 43 38 30 25 22 13 16 15 13 Single live 510 287 153 127 83 71 56 45 37 31 27 23 2) Il 15 14 DeflelOfl(lJ150) 1354 571 292 169 105 71 50 35 27 21 16 13 I) 8 7 8 Deflection (L1240) 1015 428 219 128 79 53 37 27 20 IS 12 9 8 5 4 positive Wdd 431 253 188 116 88 86 52 42 35 29 25 22 12 16 14 13 NegatIve Wind 451 288 175 123 91 70 55 43 37 31 26 23 23 17 15 14 2Spsrt live 431 253 185 118 88 68 52 42 35 29 25 22 19 18 14 13 0.flndort (11180) 2651 1118 572 331 208 139 8 11 53 41 32 28 21 17 14 12 Deflection (1.1240) 1988 838 429 248 156 104 73 53 40 31 24 19 15 13 10 9 Positive Wind 316 308 204 144 161 82 65 53 44 37 31 27 23 21 15 16 Negative WInd 538 324 214 152 113 67 46 39 33 29 25 22 19 17 S Span live $15 309 204 144 107 82 85 44 37 31 27 23 21 18 18 oettectionflil8o) 2077 678 448 239 183 109 78 42 32 25 20 16 13 11 9 Deflection (1.1240) 1557 857 338 194 122 82 69P 49 57 31 24 19 15 12 10 8 7 Pouttiva Wind 459 291 191 135 190 77 61 41 34 29 23 22 IS 17 VMd 510 305 201 142 105 61 1 Negative 64 43 38 31 27 23 20 16 16 4 Span UsS 488 291 191 135 lOG 77 1 61 1 49 41 34 29 25 22 19 17 115 Deflection (L/160) 2204 930 476 275 173 116 81 59 44 34 27 21 11 14 12 10 Deflection (1.1240) 1653 697 357 28 130 67 61 44 33 25 1 20 15 1 13 10 9 1 Notes: Allowable, unllctnn loads are based upon equal span lengths. Positive Wind Is wind pleasure and IsNOT hla,.sed by 33113%, Negative Wind Is wind auction or uplift and MOT Increased by 33 173%, liv. Is the allowabl* live or snow load. 3, Deflection (1.1180) is the allowable load that tilts the pine7s deflection 101.1180 while under positive or he load, S. Deflection (11240)1, the allowable load that Writs the psneVa deflectIon to (1240 vinds under positive or rive load, 7, The weight at the panel hisNOl been deducted horn the ataw*ble loin. 8. Passive Vftd, Negative Wind, and Live toad values are tilted to combined shear & bending using Eq. C3.3.1 .1 aims AISI 5pdflcatlon 9, poaltiva Werd and Live Load vain., are tilted by web crippling using a bearing length 012" 10. Web crippling values air determined usIng a ratio of the uniform loudaclualty supported by the lop flanges of the s.cilon, CORPORATE OFFICE SHREVEPORT. LOUISIANA MIDWEST DIVISION • CLINTON, IL SOUTHEAST DIVISION • PEACHTREE CITY. GA WESTERN DIVISION • ADELANTO, CA NORTHEAST DIVISION - WINCHESTER. VA SOUTHWEST DIVISION • BOSSIER CITY. LA BLUEGRASS DIVISION LEWISPORI, KY WEST TEXAS DIVISION • MERKEL, TX GREAT LAKES DIVISION • MARSHALL Mt PoIgon Select: REK20x24 Secondary . 40 of 45 L Load Duration Factors (Ce) Typical Delsgn Loads Co Dead load 0.9 Live Load 1.0 Snow Load 1.15 Wind load 1.6 Earthquake Load 1.6 P01190,1V 2 x 6 Tongue and Groove Panels Allowable Loads Southern Yellow Pine No. 2 Section / Isometric View of Panel Cross-Section 5.320' 5.000 0.320" Section View of Typical Panel Section Properties (Out of Plane Bending) Isometric View of Panels Member Size Weight (psf) Fb (ksi) 1 I, (in 4)S (in3) M. (in-kips) 2"X6" 335 1.25 0.792 1.268 1.585 Allowable Loads Span Type Span Lengths (ft) Allowable Load (psf) Single Span 4 149 5 95 6 66 7 49 8 37 Two Span 4 149 5 95 6 66 7 49 8 37 Three Span 4 186 5 119 6 83 7 61 8 i 47 Notes All calculations for properties of panels are calculated in accordance with the National Design Specification (NOS) for Wood Construction, 2010 Edition. Allowable loads are based on at least two sections of the tongue and groove decking in place, with tongue and groove in contact. The spans shown assume equal spacing between the multi-span conditions, Weight of panels and roof covering material must be deducted from values to obtain net allowable load. -' Per NDS 2010 Section 2.3.2, reference design values shall be multiplied by the appropriate load duration factor, C0. PolEgon Select: REK20x24 Secondary 41 o145 Load Duration Factors (Coll Typical Delsgn Loads C0 Dead Load 0.9 Live load 1.0 Snow Load 1.15 Wind Load 1.6 Earthquake load - 1.6 P01 23 x 6 Tongue and Groove Panels Ofl Allowable Loads Douglas Hem Fir No. 1 Factory Stained Section / Isometric View of Panel Cross-Section 5.36 .1- L 5.00 0 0.36 0 Section View of Typical Panel Isometric View of Panels Section Prooertles (Out of Plane Bending) Member Size Weight (PS Fb (ksi) I,, (in 4)S. (ln) M. (in-kips) 2" X 6" 3.15 0.979 1.251 1.734 1.698 Allowable Loads Span Type - Span Lengths (ft) Allowable load (psO Single Span 4 - 160 5 102 6 71 7 52 8 40 Two Span 4 160 5 102 6 71 7 52 8 40 Three Span 4 199 5 128 6 89 7 65 8 50 Notes All calculations for properties of panels are calculated in accordance with the National Design Specification (NDS) for Wood Construction, 2010 Edition. Allowable loads are based on at least two sections of the tongue and groove decking in place, with tongue and groove In contact. The spans shown assume equal spacing between the multi-span conditions. Weight of panels and roof covering material must be deducted from values to obtain net allowable load. Per NDS 2010 Section 2.3.2, reference design values shall be multiplied by the appropriate load duration factor, Co. ii Poligon Select REK20x24 Secondary 42of45 McELROY METAL CORPORATE OFFICE • P.O. BOX 1148 • SHREVEPORT, LA 71183-1148 '(318) 747-8000 • FAX (318)747-6029 TECH P11 CA!. J!.LET1 P1 Issue Date June 1, 2006 No. 07-207-06 Medallion-Lok 16" I- 16 COVERAC -I SECTION PROPERTIES TOP IN COMPRESSION BorrOM IN COMPRESSION GAUGE F? WEIGHT V5 P P I,, S. M5 I, S, M5 (KSI) (PS ki lbsI ibs/ (In.Ala ) (in.3 ) IaJIt (In.4/) OnIt) Ifli 24 160.01 1.31 1 0.7873 1 178.63. 1•354,50 00855 1 00565. 1-6912,1 0,0398 1 0.0482 1 1.2548 I. Section properties are calculated In accordance, with the 2001 AISI North 1. lx Is for deflection determination, American SpeclOcabon for the Design of Cold-Formed Steel Structural Members. 5$. Is for banding, 2. Vals the alowable shear 8. Mc Is the allowable bending moment 3, P.i the alowaSle load for web crippling an and & Interim supports. 7, All values are for" foot of panel wldlt Allowable Uniform Loads (PSF) Span in Feet Span Type Load Type 1.00 1,50 200 2.50 ADO 3.50 4,00 4.50 1 5.00 1 5.50 8.00 6.50 1 7,00 7.50 8.00 8.50 PoslUvetN,nd 1127 501 281 180 125 92 70 55 45 37 31 26 23 20 17 15 Use 1127 501 251 180 125 92 70 '55 45 37 31 26 23 20 17 15 SIng De5elosv(Li1B0) 7473 2214 934 478 276 174 118 82 59 44 34 27 21 17 14 12 Deflection (1f240) 5005 1060 700 358 207 130 87 61 44 33 25 20 16 13 10 9 Posfliva'sWrd 696 339 106 129 90 67 51 40 33 27 23 19 15 14 13 11 Use 696 339 196 129 00 67 51 40 33 27 23 19 16 14 13 11 25pan Deflection (1/180) 13191 3908 1846 844 488 307 206 144 105 79 61 48 38 31 25 21 Deflection (1.1240) 9893 2931 1236 633 366 230 154 108 79 so 4S 38 26 23 19 16 PositivelMnd 817 410 242 158 112 83 64 50 41 34 28 24 21 18 16 14 Use 817 410 242 159 112 83 54 50 41 34 23 24 21 18 18 14 3Span 0d.ction(l./150) 10333 3061 1291 681 1 382 241 161 1 113 -------- 82 52 47 37 30 24 20 16 Deflection (1/240) 7750 2296 96.8 490 287 180 1 121. 85 62 46 35 22 22 18 15 12 eoslljvev4nd 222 149 105 77 59 47 38 31 28 22 19 17 15 13 the 719 228 149 105 77 58 47 38 31 26. 22 18 17 15 13 4Span Detlsdior(tJ180) _:j 10969 779L3O 1371 102 406 255 171 120 87 05 50 39 31 28 21 17 De 8227 1023 528 304 191 128 00 65 49 38 29 23 19 16 13 I l5 Testing 31 28J28 25 24 1, Allowable tmlforrn loads are based upon equal span lertgtl* 2 PosItive Wend Is wind pressure end Is NOT Increased by 33113%. I Use Is the allowable live or straw load. 4, Deflection (11180) lathe allowable load that thols the panels deflection to 1/180 while under positive or live load. S. Deflection (1/240) is the 580wa51e load that limits the panels deflection to 11240 wIllIe under positive or live load. 6, The weight of the panel has NOT been deducted front the elowable loads, 7. Positive wind and Live load values are ItatIted to combined shear & banding using Eq C3311 of the AlSI Specification. Values at ASIM 01592 Mvd Uplltt Testing Include a factor of safety of 2.0. Shaded areas Ire outside attest range. Contact McElroy Metal for more Information. Positive W.nd and Use Load values are limited by web alpØng using a bearing length of 2, Web crippling values sri determined using a ctic of the teriform load actually supported by the top flanges of the section. CORPORATE OFFICE J SHREVEPORT. LOUISIANA MIDWEST DIVISION • CLINTON, IL SOUTHEAST DIVISION • PEACHTREE CITY. GA WESTERN DIVISION • ADELANTO, CA NORTHEAST DIVISION- WINCHESTER, VA SOUTHWEST DIVISION • BOSSIER CITY, LA BLUEGRASS DIVISION • LEWISPORT, KY WEST TEXAS DIVISION • MERKEL TX GREAT LAKES DIVISION • MARSHALL MI 1 Poligon Select: REK2Ox24 Secondary 43 of 45 CORPORATE OFFICE I P.O. BOX 1148 SHREVEPORT, LA 71163.11481(318)747.a000l FAX (318)747-8029 McELROY METAL r 'NCH NICAL 1PIU-416116"IMNI ttr. Issue Date: September 9, 2004 Revised: December 11, 2013 No. 04-188-04 Florida State Approval Structural Metal Roofing (Applied over open framing) The following roofing products have been approved by the Florida Building Commission for being in compliance with the 2010 Florida State Building Code. WITflUiur MasterLok 90 24" 24 1747.1 t1iTI TThE Max-Rib 36" 29 1747.2 Maxima 12", I6,18" 24 1747.3 Maxima ADV 12",I6",18" 24 1747.4 MedallionLok 1619,1819 24 1747.5 Mega-Rib 36" 26 1747.6 Mirage 16" 24 1747.7 Multi-Rib 36" 26 1747.8 R-Panel 36" 26 1747.9 MasterLok FS 24' 24 8051 1 1 Maxima 1.5 16-,18'9 - 24 8051.2 U-Panel 36" 26 8885.1 Mirage II 16" 24 13647.1 ABC 238T 16", 18" 24 16606.1 1 For additional information and verification please visit www.floridabuilding.org . CORPORATE OFFICE SHREVEPORT, LOUISIANA BOSSIER CITY, LA PEACHTREE CITY, GA WINCHESTER, VA LEWJSPORT, KY ASHBURN, GA SUNNYVALE. TX CLINTON, It. MARSHALL, MI ADELANTO. CA MAUSTON, Wi MERKEL TX HOUSTON, TX Poligon Select REK20x24 Secondary 44 of 45 /y%\Xm CORPORATE OFFICE I P.O. BOX 1148 SHREVEPORT, LA.71 163-1148 1(318)747.80001 FAX (318)747-8029 MCELROY METAL TIMIN011 CAL BUILIG-brMNI Issue Date September 9, 2004 Revised December 13,2013 No 04-189-04 Florida State Approval Non-Structural Metal Roofing (Applied over solid decking) The following roofing products have been approved by the Florida Building Commission for being in compliance with the 2010 Florida State Building Code. flaitel Name 5V-Crimp Panel Widths 24" Minimu "I Gauge 26 Florida Approval Number 1832.1 Panel Profile MasterLok90 24" 24 1832.2 Max-Rib 36" 29 1832.3 Maxima 12", 16", 18" 24 1832.4 Medallion 1 12" 24 1832.5 Medallion II 12" 24 1832.6 [I El 11 MedallionLok 16", 18" 24 1832.7 Mega-Rib 36" 26 1832.8 Mirage 16" 24 1832.9 Multi-Rib 36" 26 1832.10 R-Panel 36" - 26 1832.11 Meridian 1251,1617 26 2358.1 MultiCor 31.375" 26 10680.1 ABC 238T 1611,1811 24 16606.2, 16606.3 For additional information and verification please visit www.floridabuildingorg. CORPORATE OFFICE SHREVEPORT, LOUISIANA BOSSIER CITY, LA PEACHTREE CITY, GA WINCHESTER, VA LEW1SPORT, KY CLINTON, IL MARSHALL, MI ADELANTO. CA MAUSTON, WI Poligon Select: REK20x24 Secondary ASHBURN, GA SUNNYVALE, TX MERKEL, TX HOUSTON, TX 45o145 Ah Ah SAN Ntr#'Wflr%kl Al OFFICE USE ONLY RECORD ID#Xfi4OHr/eve' HAZARDOUS MATERIALS PLAN CHECK #__________________ BP DATE '71 13 Business Name BusinessContact - Telephone # Olivenhain Municipal Water District Chad Williams 760-753-6466 Project Address City erD State LI Al U Zip Code APN# 1966 Olivenhain Rd. Encinitas, CA 92024 Mailing Address same City .. _State CSC'( OF Zip Code Plan File# Project Contact Applicant E-mail i. ' "- Tetephone# John Culver (contractor, Jauregui & Culver, Inc.) john.culver@jcincorp.net 760-743-0518 in iuuuuwiny quesuons represent me Facility's activities, riui ma spacitic project description. PART I: FIRE DEPARTMENT -HAZARDOUS MATERIALS DIVISiON: OCCUPANCY CLASSIFICATION: (not required for orolects within the City, of San Diego): Indicate by circling the item, whether your business will use, process, or store any of the foltowing hazardous materials. If any of the Items are circled, applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. Occupancy Rating: Facility's Square Footage (including proposed project): Explosive or Blasting Agents 5. Organic Peroxides 9 Water Reactives 13. Corrosives Compressed Gases 6. Oxidizers 10. Cryogenics 14. Other Health Hazpds Flammable/Combustible Liquids I 7. Pyrophorics 11. Highly Toxic or Toxic Materials 15. None of These. ( , C Flammable Solids 8. Unstable Reactives 12. Radioactives ?7 Call (858) 505.6700 prior to the issuance of a building permit. FEES ARE REQUIRED Project Completion Date: Expected Date of Occupancy: YES NO (for new construction or remodeling projects) 0 Is your business listed on the reverse side of this form? (check all that apply), 0 Will your business dispose of Hazardous Substances or Medical Waste in any amount? 9 L!J Will your business store or handle Hazardous Substances in quantities greater than or equal to 55 gallons, 500 pounds and/or 200 cubic feet? 0 I!I Will your business store or handle carcinogens/reproductive toxins In any quantity? 0 I!J Will your business use an existing or install an underground storage tank? 0 LEI Will your business store or handle Regulated Substances (CalARP)? 0 0 Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? 0 Will your business store petroleum in tanks or containers at your facility with a total facility storage capacity equal to or greater than 1,320 gallons? (California's Aboveground Petroleum Storage Act). the ariWer to any of Diego, CA 92123. 0 CalARP Exempt Date Initials o Ca!ARP Required Date initials El CalARP Complete Date Initials PART Ill: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT (APCD): Any YES answer requires a stamp from APCD 10124 Old Grove Road, San Diego, CA 92131 apcdcompisdcounty.ca.pov (858) 5862650), (No stamp required if Qi Yes and 03 Yes and Q4 to identify the majority of air pollution issues at the planning stage Projects may require additional measures not udenpfled by requirements contact APCD. Residences are typically exempt, except those with more than one building' on the l4roperty; sintebihidiIt with'1i+loé than four dwelling units townhomes condos,-,mixed commercial use deliberate burns residences forming part of a larger project [Excludes garagessmaII outbuildings.] YES NO 0 0 Will the project disturb 160 square feet or more of existing building materials? 0 0 Will any load supporting structural members be removed? Notification may be required 10 working ays prior to cqTlrt1ncing defli'ojition. 3 0 0 (ANSWER ONLY IF QUESTION 1 or 2 IS YES) Has an asbestos survey been performed by a Certified Asbestos isultanto'Si!e Surveillance Technician? 4, D 0 (ANSWER ONLY IF QUESTION 3 IS YES) Based on the survey results, will the project disturb anyasos.,containing material? Notificati n may be required 10 working days prior to commencing asbestos removal. ECK 5 El 0 Will the project or associated construction equipment emit air contaminants? See the reverse side o cm of,,, PC faCjseet (www.sdancd.orafinfolfacts/permits.pdf) for typical equipment requiring an APCD permit. 6. 0 0 (ANSWER ONLY IF QUESTION 5 IS YES) Will the ' ssociated construction equipment be located within 1,000 feet of a school boundary Briefly describe business activities: Bn fly esc' e prgosed project: Municipal Water District facility. \, Relo ate 00 gi4'o ST to a new location on the same property. I decIre undqr peglty of perjury that to the best of my knowledge and b ' t e r $ ses rein are true and correct. ..Jc'14.J /ErIZ..- '/ / //_7 Name of Owner or Authorized Agent Sipafre of Owner or Authorized Agent Date FIRE DEPARTMENT OCCUPANCY CLASSIFICATION: FOR"6FFICAL USE ONLY: BY: - DATE: I I EXEMPT OR NO FURTHER INFORMA11ON REQUIRED RELEASjFOR'Bth&DING PERMIT SLIT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTY-HMD APCD ITfl*à\ AP9D COUNTYHMD APCD REVIEWED L Reviewed . -.SAO ha Date/Initials f1/'7 . / of Sac' JIM &A A stamp in this box only exempts businesses trom completing hazardous Matenais Utisiness Plan. other permitting requirements may still apply. C'i&s sth / / / /' HM-9171 (08)15) County of San Diego - DEH - Hazardous Materials Division I t City of Carlsbad STANDARD PROJECT REQUIREMENT CHECKLIST E-36 Development Services Land Development Engineering 1635 Faraday Avenue (760) 602-2750 www.carlsbadca.gov Project Information Project Name: Oh v, v, t4 frt,(.,, rz../ hJt - Z,.51ri 6 - W.c& i.a)A) /Jv.J Project ID: DWG No. or Building Permit No.: C.07_QL4Z4 Source Control BMPs All development projects must implement source control BMPs SC-1 through SC-6 where applicable and feasible. See Chapter 4 and Appendix E.1 of the BMP Design Manual for information to implement source control BMPs shown in this checklist. Answer each category below pursuant t0 the following. Yes" means the project will implement the source control BMP as described in Chapter 4 and/or Appendix E.1 of the Model BMP Design Manual. Discussion/justification is not required. 'No" means the BMP is applicable to the project but it is not feasible to implement. Discussion/justification must be provided. Please add attachments if more space is needed. "N/A" means the BMP is not applicable at the project site because the project does not include the feature that is addressed by the BMP (e.g., the project has no outdoor materials storage areas). Discussion/justification may be provided. Source Control Requirement Applied? SC-1 Prevention of Illicit Discharges into the MS4 Yes 0 No 0 N/A Discussion/justification if SC-1 not implemented: L)e6' cv& c,Lr 5 ( OJO 4' r,& Are_- - / c S,7 cJ,, SC-2 Storm Drain Stenciling or Signage 0 Yes L 'No 0 N/A Discussion/justification if SC-2 not implemented: SC-3 Protect Outdoor Materials Storage Areas from Rainfall, Run-On, Runoff, and Wind 'gI'YeS 0 No 0 N/A Dispersal Discussion/justification if SC-3 not implemented: E-36 Page 1 of 4 Revised 03/16 S Source Côhfrol Reqüietht.(contiued) :ApIiéd? SC-4 Protect Materials Stored in Outdoor Work Areas from Rainfall Run-On Runoff, and Wind Dispersal l'Yes 0 No 0 N/A Discussion/justification if SC-4 not implemented: "'k A ,-ea, /5 C - ?4,i-t /j // 1 141 /,>, Vc' SC-5 Protect Trash Storage Areas from Rainfall, Run-On, Runoff, and Wind Dispersal eyes 0 No 0 N/A Discussion/justification if SC-5 not implemented: 7a4 SC-6 Additional BMPs based on Potential Sources of Runoff Pollutants must answer for each source listed below and identify additional BMPs. (See Table in Appendix E.1 of BMP Manual for guidance). ' On-site storm drain inlets 'Yes 0 No 0 N/A Interior floor drains and elevator shaft sump pumps 0 Yes 1ZNo 0 N/A El Interior parking garages 0 Yes 'No 0 N/A E] Need for future indoor & structural pest control 0 Yes 10No 0 N/A Landscape/Outdoor Pesticide Use 0 Yes i1'Jo 0 N/A El Pools, spas, ponds, decorative fountains, and other water features 0 Yes VNo 0 N/A El Food service 0 Yes 9No 0 N/A El Refuse areas 0 Yes 2'No 0 N/A O Industrial processes 0 Yes .,'No 0 N/A Outdoor storage of equipment or materials 0 Yes trNo 0 N/A Vehicle and Equipment Cleaning t"Yes 0 No 0 N/A E] Vehicle/Equipment Repair and Maintenance 0 Yes &No 0 N/A Fuel Dispensing Areas pleyes 0 No 0 N/A 0 Loading Docks 0 Yes 1'Jo 0 N/A D Fire Sprinkler Test Water 0 Yes QI"Jo 0 N/A Miscellaneous Drain or Wash Water 'es 0 N/A 0 Plazas, sidewalks, and parking lots 0 Yes No 0 N/A For "Yes" answers, identify the additional BMP per Appendix E.1. Provide justification for "No" answers. Dr-mm w, J/ /3 ,i'ø -- tA1czJ4 i) '9ie CL/fl5 /, &44 t Cs" I a-,', 1e ,34 Y) 3'ih7. -T; ,V is a_ h te - J-V/ (' ,1/,# V f.P2S 5 / c91) 1flL E-36 Page 2 of 4 Revised 03/16 Site Design BMPs All development projects must implement site design BMPs SD-i through SD-8 where applicable and feasible. See Chapter 4 and Appendix E.2 thru E.6 of the BMP Design Manual for information to implement site design BMPs shown in this checklist. Answer each category below pursuant to the following. "Yes" means the project will implement the site design BMPs as described in Chapter 4 and/or Appendix E.2 thru E.6 of the Model BMP Design Manual. Discussion /justification is not required. "No" means the BMPs is applicable to the project but it is not feasible to implement. Discussion/justification must be provided. Please add attachments if more space is needed. "N/A" means the BMPs is not applicable at the project site because the project does not include the feature that is addressed by the BMPs (e.g., the project site has no existing natural areas to conserve). Discussion/justification may be provided. Source Control Requirement Applied? SID-1 Maintain Natural Drainage Pathways and Hydrologic Features Yes I 0 No I 0 N/A Discussion/justification if SD-1 not implemented: SD-2 Conserve Natural Areas, Soils, and Vegetation I Yes 0 N/A Discussion/justification if SD-2 not implemented: SD-3 Minimize Impervious Area IYes 0 No I 0 N/A Discussion/justification if SD-3 not implemented: SD-4 Minimize Soil Compaction I l'Yes I 0 No I 0 N/A Discussion/justification if SD-4 not implemented: SD-5 Impervious Area Dispersion El Yes I 41No I 0 N/A Discussion/justification if SD-5 not implemented: E-36 Page 3 of 4 Revised 03/16 Socé CôhtióIReüiiéthëntoñtiüed) - APIP Iied? SD-6 Runoff Collection 0 Yes VNo 1 0 N/A Discussion/justification if SD-6 not implemented: t\Jc7 ,&L7 SD-7 Landscaping with Native or Drought Tolerant Species 0 Yes Tf No 0 N/A Discussion/justification if SD-7 not implemented: SD-8 Harvesting and Using Precipitation I 0 Yes I r'No I 0 N/A Discussion/justification if SD-8 not implemented: E-36 Page 4 of 4 Revised 03/16 (C of STORM WATER STANDARDS Development Services ity Carlsbad QUESTIONNAIRE Land Development Engineering 1635 Faraday Avenue E-34 (760) 602-2750 www.carlsbadca.gov INSTRUCTIONS: 1 To address post-development pollutants that may be generated from development projects, the city requires that new development and significant redevelopment priority projects incorporate Permanent Storm Water Best Management Practices (BMPs) into the project design per Carlsbad BMP Design Manual (BMP Manual). To view the BMP Manual, refer to the Engineering Standards (Volume 5). This questionnaire must be completed by the applicant in advance of submitting for a development application (subdivision, discretionary permits and/or construction permits). The results of the questionnaire determine the level of storm water standards that must be applied to a proposed development or redevelopment project. Depending on the outcome, your project will either be subject to 'STANDARD PROJECT' requirements or be subject to 'PRIORITY DEVELOPMENT PROJECT' (PDP) requirements. Your responses to the questionnaire represent an initial assessment of the proposed project conditions and impacts. City staff has responsibility for making the final assessment after submission of the development application. If staff determines that the questionnaire was incorrectly filled out and is subject to more stringent storm water standards than initially assessed by you, this will result in the return of the development application as incomplete. In this case, please make the changes to the questionnaire and resubmit to the city. If you are unsure about the meaning of a question or need help in determining how to respond to one or more of the questions, please seek assistance from Land Development Engineering staff. A completed and signed questionnaire must be submitted with each development project application. Only one completed and signed questionnaire is required when multiple development applications for the same project are submitted concurrently. PROJECT INFORMATION PROJECT NAME: - p po w g,744PROJECT ID: Oovn ADDRESS:, & APN: 55 - 0'7'O 5 The project is (check one): LII New Development [Redevelopment The total proposed disturbed area is: 1&0466 ft2 (_) acres The total proposed newly created and/or replaced impervious area is: 5O ft2 (_) acres If your project is covered by an approved SWQMP as part of a larger development project, provide the project ID and the SWQMP # of the larger development project: Project ID SWQMP #: Then, go to Step 1 and follow the instructions. When completed, sign the form at the end and submit this with your application to the city. E-34 Page 1 of 4 REV 02/16 STEP 1. TO BE COMPLETED FOR ALL PROJECTS To determine if your project is a "development project", please answer the following question: YES NO Is your project LIMITED TO routine maintenance activity and/or repair/improvements to an existing building or structure that do not alter the size (See Section 1.3 of the BMP Design Manual for guidance)? If you answered "yes" to the above question, provide justification below then go to Step 5, mark the third box stating "my project is not a 'development project' and not subject to the requirements of the BMP manual" and complete applicant information. Justification/discussion: (e.g. the project includes only interior remodels within an existing building): If you answered "no" to the above question, the project is a 'development project', go to Step 2. STEP TO BE COMPLETED FOR ALL DEVELOPMENT PROJECTS To determine if your project is exempt from PDP requirements pursuant to MS4 Permit Provision E.3.b.(3), please answer the following questions: Is your project LIMITED to one or more of the following: YES NO 1. Constructing new or retrofitting paved sidewalks, bicycle lanes or trails that meet the following criteria: Designed and constructed to direct storm water runoff to adjacent vegetated areas, or other non- erodible permeable areas; El Designed and constructed to be hydraulically disconnected from paved streets or roads; Designed and constructed with permeable pavements or surfaces in accordance with USEPA Green Streets guidance? 2. Retrofitting or redeveloping existing paved alleys, streets, or roads that are designed and constructed in accordance with the USEPA Green Streets guidance? 3. Ground Mounted Solar Array that meets the criteria provided in section 1.4.2 of the BMP manual? El If you answered "yes" to one or more of the above questions, provide discussion/justification below, then go to Step 5, mark the second box stating "my project is EXEMPT from PDP .....and complete applicant information. Discussion to justify exemption ( e.g. the project redeveloping existing road designed and constructed in accordance with the USEPA Green Street guidance): If you answered "no" to the above questions, your project is not exemp: from PDP, go to Step 3. E-34 Page 2 of 4 REV 02/16 . STEP 3 • TO BE COMPLETED FOR ALL NEW OR REDEVELOPMENT PROJECTS To determine if your project is a PDP, please answer the following questions (MS4 Permit Provision E.3.b.(1)): YES NO Is your project a new development that creates 10,000 square feet or more of impervious surfaces collectively over the entire project site? This includes commercial, industrial, residential, mixed-use, El and public development projects on public or private land. Is your project a redevelopment project creating and/or replacing 5,000 square feet or more of impervious surface collectively over the entire project site on an existing site of 10,000 square feet or more of impervious surface? This includes commercial, industrial, residential, mixed-use, and public development projects on public or private land. Is your project a new or redevelopment project that creates and/or replaces 5,000 square feet or more of impervious surface collectively over the entire project site and supports a restaurant? A restaurant is a facility that sells prepared foods and drinks for consumption, including stationary lunch counters and El refreshment stands selling prepared foods and drinks for immediate consumption (Standard Industrial Classification (SIC) code 5812). Is your project a new or redevelopment project that creates 5,000 square feet or more of impervious surface collectively over the entire project site and supports a hillside development project? A hillside El development project includes development on any natural slope that is twenty-five percent or greater. Is your project a new or redevelopment project that creates and/or replaces 5,000 square feet or more of impervious surface collectively over the entire project site and supports a parking lot? A parking lot is El a land area or facility for the temporary parking or storage of motor vehicles used personally for business or for commerce. Is your project a new or redevelopment project that creates and/or replaces 51000 square feet or more of impervious surface collectively over the entire project site and supports a street, road, highway freeway or driveway? A street, road, highway, freeway or driveway is any paved impervious surface used for the automobiles, other vehicles. _transportation _of _trucks, _motorcycles, _and Is your project a new or redevelopment project that creates and/or replaces 2,500 square feet or more of impervious surface collectively over the entire site, and thscharges directly to an Environmentally Sensitive Area (ESA)? "Discharging Directly to" includes flow that is conveyed overland a distance of El I 200 feet or less from the project to the ESA, or conveyed in a pipe or open channel any distance as an isolated flow from _the project to_ the _ESA _(i.e._not commingled with _flows from _adjacent lands).* Is your project a new development or redevelopment project that creates and/or replaces 5,000 square feet or more of impervious surface that supports an automotive repair shop? An automotive repair El shop is a facility that is categorized in any one of the following Standard Industrial Classification (SIC) codes: 5013, 5014, 5541, 7532-7534, or 7536-7539. Is your project a new development or redevelopment project that creates and/or replaces 5,000 square feet or more of impervious area that supports a retail gasoline outlet (RGO)? This category includes RGO's that meet the following criteria: (a) 5,000 square feet or more or (b) a project Average Daily Traffic (AD T) of 100 or more vehicles per day. Is your project a new or redevelopment project that results in the disturbance of one or more acres of land and are expected to generate pollutants post construction? Is your project located within 200 feet of the Pacific Ocean and (1) creates 2,500 square feet or more of impervious surface or (2) increases impervious surface on the property by more than 10%? (CMC El 21.203.040) If you answered "yes" to one or more of the above questions, your project is a POP. If your project is a redevelopment project, go to step 4. If your project is a new project, go to step 5, check the first box stating "My project is a PDP and complete applicant information. If you answered "no" to all of the above questions, your project is a 'STANDARD PROJECT.' Go to step 5, check the second box stating "My project is a 'STANDARD PROJECT'.....and complete applicant information. E-34 Page 3 of 4 REV 02/16 STEP4 TO BE COMPLETED FOR REDEVELOPMENT PROJECTS THAT ARE PRIORITY DEVELOPMENT PROJECTS (PDP) :ONL'Y •.... Complete the questions below regarding your redevelopment project (MS4 Permit Provision E.3.b.(2)): YES NO Does the redevelopment project result in the creation or replacement of impervious surface in an amount of less than 50% of the surface area of the previously existing development? Complete the percent impervious calculation below: Existing impervious area (A) = sq. ft El 1-1 Total proposed newly created or replaced impervious area (B) = sq. ft. Percent impervious area created or replaced (BIA)*100 =% If you answered "yes", the structural BMPs required for PDP apply only to the creation or replacement of impervious surface and not the entire development. Go to step 5, check the first box stating "My project is a PDP ..." and complete applicant information. If you answered "no," the structural BMP's required for PDP apply to the entire development. Go to step 5, check the check the first box stating "My project is a PDP ..." and complete applicant information. .. STEP5 -...-.-.. -- CHECK THE APPROPRIATE BOXAND COMPLETE APPLICANT INFORMATION LI My project is a PDP and must comply with PDP stormwater requirements of the BMP Manual. I understand I must prepare a Storm Water Quality Management Plan (SWQMP) for submittal at time of application. 'My project is a 'STANDARD PROJECT' OR EXEMPT from PDP and must only comply with 'STANDARD PROJECT' stormwater requirements of the BMP Manual. As part of these requirements, I will submit a "Standard Project Requirement Checklist Form E-36" and incorporate low impact development strategies throughout my project. Note: For projects that are close to meeting the PDP threshold, staff may require detailed impervious area calculations and exhibits to verify if 'STANDARD PROJECT' stormwater requirements apply. LI My Project is NOT a 'development project' and is not subject to the requirements of the BMP Manual. Applicant Information and Signature Box Applicant Name: Trfr/G z.j /'er cIJ. Apphcant Title: -71 40caw Applicant Signature: 1L_- Date: 7 * Environmentally Sensitive Areas include but are not limited to all Clean Water Act Section 303(d) impaired water bodies: areas designated as Areas of Special Biological Significance by the State Water Resources Control Board (Water Quality Control Plan for the San Diego Basin (1994) and amendments); water bodies designated with the RARE beneficial use by the State Water Resources Control Boarc (Water Quality Control Plan for the San Diego Basin (1994) and amendments); areas designated as preserves or their equivalent under the Multi Species Conservation Program within the Cities and County of San Diego; Habitat Management Plan; and any other equivalent environmentally sensitive areas which have been identified by the City. This Box for City Use Only City Concurrence: YES NO LI By: Date: '%J -Jrt Project ID: cC..2.OV - E-34 Page 4 of 4 REV 02/16 DETERMINATION OF PROJECT'S SWPPP TIER LEVEL AND CONSTRUCTION THREAT LEVEL E-32 Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov I'm applying for: 0 Grading Permit gBuilding Permit 0 Right-of-way permit 0 Other Project Name: nblin kA.4y LiJoe D Project ID: DWG #/CB# Cf50—Q0~-1— 0=1 Address:I(,(e 'cr APN2-4 Disturbed Area: Section 1: Determination of Project's SWPPP Tier Level SWPPP (Check applicable criteria and check the corresponding SWPPP Tier Level, then go to section 2) Tier Level Exempt - No Threat Prolect Assessment Criteria My project is in a category of permit types exempt from City Construction SWPPP requirements. Provided no significant grading proposed, pursuant to Tablel, section 3.2.2 of Storm Water Standards, the following permits are exempt from SWPPP requirements: 0 Exempt Electrical 0 Patio 0 Mobile Home 0 Plumbing 0 Spa (Factory-Made) El Fire Sprinkler 0 Mechanical 0_Re-Roofing 0_Sign 0 Roof-Mounted SolarArray Tier 3 - Significant Threat Assessment Criteria - (See Construction General Permit (CGP) Section l.B)* My project includes construction or demolition activity that results in a land disturbance of equal to or greater than one acre including but not limited to clearing, grading, grubbing or excavation; or, My project includes construction activity that results in land disturbance of less than one acre but the construction activity is part of a larger common plan of development or the sale of one or more acres of disturbed land surface; or, El My Project is associated with construction activity related to residential, commercial, or industrial 0 Tier 3 development on lands currently used for agriculture; or El My project is associated with construction activity associated with Linear Underground/Overhead Projects (LUP) including but not limited to those activities necessary for nstallation of underground and overhed linear facilities (e.g. conduits, substructures, pipelines, towers, poles, cables, wire, towers, poles, cables, wires, connectors, switching, regulating and transforming equipment and associated ancillary facilities) and include but not limited to underground utility mark out, potholing, concrete and asphalt cutting and removal, trenching, excavation, boring and drilling, access road, tower footings/foundation, pavement repair or replacement, stockpile/borrow locations. Other per CGP______________________________________________________ Tier 2 - Moderate Threat Assessment Criteria: My project does not meet any of the Significant Threat Assessment Criteria described above and meets one or more of the following criteria: 'Project requires a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15.16 of the Carlsbad )Aunicipal Code); or, JProject will result in 2,500 sq. ft. or more of soils disturbance including any associated construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas and project meets one . , or more of the additional following criteria: Tier 2 located within 200 ft. of an environmentally sensitive area or the Pacific Ocean; and/or, disturbed area is located on a slope with a grade at or exceeding 5 horizontal to 1 vertical; and/or disturbed area is located along or within 30 ft. of a storm drain inlet, an open drainage channel or watercourse; and/or construction will be initiated during the rainy season or will extend into the rainy season (Oct. 1 -Apr. 30) Tier I - Low Threat Assessment Criteria El My project does not meet any of the Significant or Moderate Threat criteria above, is not an exempt permit type per above and the project meets one or more of the following criteria: 0 Tier 1 results in some soil disturbance; and/or includes outdoor construction activities (such as roof framing, saw cuffing, equipment washing, material stockpiling, vehicle fueling, waste stockpiling) * Items listed are excerpt from CGP. CGP governs criteria for triggers for Tier 3 SWPPP. Developer/owner shall confirm coverage under the current CGP and any amendments, revisions and reissuance thereof. E-32 Page 1 of 2 REV. 02/16 SWPPP Section 2: Determination of Project's Construction Threat Level Construction Tier (Check applicable criteria under the Tier Level as determined in section 1, check the Threat Level L corresponding Construction Threat Level, then complete the emergency contact and Level signature block below) Exempt - Not Applicable - Exempt Tier 3 - High Construction Threat Assessment Criteria: My Project meets one or more of the following: Project site is 50 acres or more and grading will occur during the rainy season Project site is located within the Buena Vista or Agua Hedionda Lagoon watershed, inside or within 200 feet of an environmentally sensitive area (ESA) r discharges directly to.. an ESA Soil at site is moderately to highly erosive (defined as having a predominance of soils with High g Tier 3 USDA-N RCS Erosion factors kf greater than or equal to 0.4) Site slope is 5 to 1 or steeper Construction is initiated during the rainy season or will extend into the rainy season (Oct. 1 -April 30) C] Owner/contractor received a Storm Water Notice of Violation within past two years Tier 3 - Medium Construction Threat Assessment Criteria 0 Medium All projects not meeting Tier 3 High Construction Threat Assessment Criteria Tier 2 - High Construction Threat Assessment Criteria: My Project meets one or more of the following: Project is located within the Buena Vista or Agua Hedionda Lagoon watershed, inside or within 200 feet of an environmentally sensitive area (ESA) or discharges directly to an ESA Soil at site is moderately to highly erosive (defined as having a predominance of soils with High g USDA-NRCS Erosion factors kf greater than or equal to 0.4) Tier 2 0 Site slope is 5 to 1 or steeper Construction is initiated during the rainy season or will extend into the rainy season (Oct. 1 - Apr. 30) Owner/contractor received a Storm Water Notice of Violation within past two years Site results in 10,000 sq. ft. or more of soil disturbance Tier 2 - Medium Construction Threat Assessment Criteria r#ii dium uvu gMy project does not meet Tier 2 High Threat Assessment Criteria listed above Tier 1 - Medium Construction Threat Assessment Criteria: My Project meets one or more of the following: Owner/contractor received a Storm Water Notice of Violation within past two years Medium Site results in 500 sq. ft. or more of soil disturbance Tier 1 0 Construction will be initiated during the rainy season or will extend into the rainy season (Oct.1 -April 30) Tier I - Low Construction Threat Assessment Criteria Low My project does not meet Tier I Medium Threat Assessment Criteria listed above certify to the best of my knowledge that the above statements are true and correct. I will prepare and submit an appropriate tier level SWPPP as determined above prepared in accordance with the City SWPPP Manual. I understand and acknowledge that I must adhere to and comply with the storm water best management practices pursuant to Title 15 of the Carlsbad Municipal Code and to City Standards at all times during construction activities for the permit type(s) checked above. The City Engineer/Building Official may authorize minor vanances from the Construction Threat Assessment Criteria in special circumstances where it can be shown that a lesser or higher SWPPP Tier Level is warranted: Emergency Contact Name: LkJ F c&1&L Telephone No: Owner/Owners Authorized Agent Name: Title: Pr jc1 tcffQ/ Owner/Own , ~ ~- -,- es Authorized Agent Si Date: 7 L/l 7 City Concurrence: I Yes I I I No By: Date: 'I'Ivi E-32 Page 2 of 2 REV. 02/16 INDUSTRIAL WASTEWATER DISCHARGE PERMIT SCREENING SURVEY Date r-7/19/17 Business Name r OlIiihIáMLinIcIpaI Water District Street Address C- 1966 Olivenhairi RD., Encinitas, CA 92024 Email Address( cwiIligsnIivRnhlin r.om PLEASE CHECK HERE IF YOUR BUSINESS IS EXEMPT: (ON REVERSE SIDE CHECK TYPE OF BUSINESS) E] Check all below that are present at your facility: Acid Cleaning Ink Manufacturing Nutritional Supplement! Assembly Laboratory Vitamin Manufacturing Automotive Repair Machining/Milling Painting I Finishing Battery Manufacturing Manufacturing Paint Manufacturing Biofuel Manufacturing Membrane Manufacturing Personal Care Products Biotech Laboratory (i.e. water filter membranes) Manufacturing ,Buik Chemical Storage Metal Casting! Forming Pesticide Manufacturing/ V Car Wash (J',k I... (c4 Metal Fabrication Packaging Chemical Manufacturing Metal Finishing Pharmaceutical Manufacturing Chemical Purification Electroplating (Including precursors) Dry Cleaning Eieclroless plating Porcelain Enameling Electrical Component Anodizing Power Generation Manufacturing Coating (i.e. phosphating) Print Shop Fertilizer Manufacturing Chemical Etching I Milling Research and Development Film /X-ray Processing Printed Circuit Board Rubber Manufacturing Food Processing Manufacturing Semiconductor Manufacturing Glass Manufacturing Metal Powders Forming Soap! Detergent Manufacturing Industrial Laundry Waste Treatment/ Storage SIC Code(s) (If known): iL4A S -4-JL Oli'\i "Descnptlon of operations generätlngwastewater (discharged to sewer, hauled or eapdté N-i InAA. t'o- fAPA(- j nLMS c sedr( I LI (Estimed voiimef industrial astewate lobe disharged (gal /day) Nc j.... -List hâzirdous wastes generated (type volume): NJ Date operation j r Have you,apKd for ,a Wàstewater. Discharge Permit from the Encina Wastewater Authortty? Yes No If yes, when: Site Contac)(, Signature )6t.v__/G- Phone No. 3:53 £Ub ENCINA WASTEWATER AUTHORITY, 6200 Avenida Encinas Carlsbad, CA 92011 (760) 438-3941 FAX: (760) 476-9852 THE FLUOYANG GENERAL RITE MAAL4 GENE/VT VI JRVIONTS SHiLL R BE OUND) ADHERED TO TIIROUEROUT ThE 01/NA 171W OP THE CONSTRUCTION lENt (TEAR 13 IN CASE LEERED/NOT WORK IS REQUIRED. COIPTACI' FROM______ B NE) _______________ B 2. DEECES BID/IN ON CITY APPROVED PLANS BIlLS NOT BE MOVED OR MODIFIED I4777IOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. B flit CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO 11GW/INC ORDER TO THE SAITREACTIM UN TIE CITY DI/OFIDOR AFTER EACH RUN-OFF PRODUCING RAINFALL t THE CONTRACTOR STIlLS EISTALL ADDITIONAL EROREW CONTROL ME/lIST/RITE AS MAY BE REQUIRED BY DIE CITY tRENtON DUE TO LUICCIVPLEIED GRADING OPERATIC/AS OR UTIFEOTSEER LIRCUMSYANIRIS KIllER MAY ARISE 5 THE CEVIRACTOR SHALL BE RESPCAIRBLE AND SHALL TARE NECESSARY PRECAUTIONS To PBE',oRr PUBLIC TRESPASS ONTO AREAS WERE iMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 9 WAD/NE AREAS AROUND lilt PRCJECT PERWE TED MUST DRAIN AWl V FROM THE FACE OF SLOPE AT THE 001/aU/SON OPOACH HORNING DIII 7. ALL REMOVABLE PITOTECTTTE 01/ICES RI/iLL BE IN PLACE AT THE 0/I0 OF ODOR 40/A/0UO DAY EllEN Flit (5) DAY 54/N PROBABILITY FORECAST MEWS FORTY PERCENT (40. RIOT AND OTHER DEBRIS SHALL BE READIED AFTER EACH RAINFALL B ALL ERA /ti BAGS SHALL CONTAIN 3/41/101 A/lESLIE AGGREGATE. 9. ALL OSH0500 DISTURBED AREAS MUST I/lIVE ERG/SON PROTECTION BA/PR PROPERLY INSTALLED. THIS INCLUDES ALL BL900ETIG PADS UTIANISTILD ROADS AND SLOPES. ta ADEQUATE PERIMETER PROTECTION BlIP/I MUST BE INSTALLED AND MAINTAINED AND I/ILL BE LIPCIRADEOL IF NECESSARY, TO PROVIDE SUFFICIENT PROTECTION FROM RUNOFF DUPING RAIN EVENTS It ADEQUATE BED/IdE/AT CONTROL BMPa MUST BE INSTALLED AND MAINTAINED. 12. ADEQUATE BMP, TO CONTROL CIRSTE RIDLIIONT 7104011010 MUST BE INSTALLED AND MAINTAINED 11 A MINIMUM Or 725% OF THE MATERIAL WEEDED TOO INSTALL STANDBY BliP, TO PROTECT THE EIP000D AREAS FROM EROSON AND PREVENT REORIENT DISCHARGES MUST BE STORED ONSITE AREAS ALREADY PROTECTED FRCIII ERG/ION US/NO PHI/ICAL STABIL/ZA ITO/I OR ESTABLISHED VEGETATION STABILIZATION BE?, ARC NOT CONSIDERED TO BE LXPOBT) FLAK PURPOSES OF mi/S REGLOREAIDIIC 74. flit OMRIR,/SO%RLQPER/CCIITRACTER MT/ST FOLLOW 1/tATTIER TRIGGERED' ACTION PLAN AND BE ABLE TO DEPLOY STANDBY BlIP, 10 PROTECT WE ESP0500 PORTIONS OF TIlE BITE IVIHN 46 HOLING OF A PREDICTED STORM OH/lIT (A PREDICTED STORM EVE/VT IS DEFINED ADA 40% C/ME/CE OP RAIN IITIHIN A 5-OAT NATIONAL I1L4flIER SEP/ICC FORECAST). ON REQ(IESII flit OKFIIR/OEVELOPER/CDNTR.ACTOR MUST PROVIDE PROOF OF THIS CI4PABILITII 05 DEPLOLITIIOTIT OF PHYSICAL OR VEGETATTEI CR0/ION CONTROL BMP, MUST COMMERCE AS SOON AS SLOPES ARE COMPLETED. THE OKNER/VEWLCPER/CENTNACTOR MAY NOT RELT ON WE ABILITY TO DEPLOY STANDBY BlIP MAMMALS IT) PREVENT EROSION OF SLOPES THAT HAVE BEEN 004/PLAITED. TB THE ARE/i THAT CAN BE CLEARED, WADED. AND LEFT EXPOSED AT ONE TIME IS LIlt/TED TO flit AMOUNT OP ACREAGE THAT THE CONTRACTOR CAN ADEQUATELY PROJECT PRIOR TO A PREDICTED RAIN EVENT. FOR LARDER BITS GRADING SHOULD BE PHASED. IT MAYBE NECESSARY ID DEPLOY EROSION AND SEDIMENT CONTROL BlIP, IN AREAS THAT ARE NOT COMPLETER, BUT ARE NOT ACIIVELT BONG 710171(0 BEFORE ADDITIONAL WADING IS ALLLTAED TO PROCEED,AT THE DISCRETION OP flit CITY INSPECTOR. TZ ALL DISTURBED AREAS THAT ARE NOT COMPLETED AND/OR NOT BEDIG ACT/INST GRADED EL/ST BE ITALY PROJECTED FROM ERG/SON IT LIFT FOR TI DR MOPE OATS WE ABILITY TO INSTALL. BUN MATERIALS IN A PROMPT MANNER 15)1.01 3T/FROFFIT BlIP, 1,000 70 BE 2 TUFt I EL/LW APPLIED AT THE I/ATE OP NO LESS I/iN 2000 IL, PER INSTALLED IN THESE AREAS ACRE TINE 6 MULCH (STRAW) MAYBE STIBSTITIITETO V,TIER STRAW /S USED IT MUST SE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS IS BlIP, MUST BE STOCKPILED AT VARIOUS LOCATION THRLV/EIIOIJT THE PRLT.ECT SITE P1/Al 50% IF THE STRAW INTO THE SOIL. TTIROIJGHOUT THE LI/SIR. P.TIENELEIl THERE IS 40% CHANCE Of? CREATED OF A RAIN /47TH/1 A IT/REt (3) OAT FORECAST THE INSPECTOR KILL LEN/FT TWIT BlIP, ARE .1 FERTILIZER CONS1STIMO OF AMMO/I/LIE PTIOSPHATT SULFA 1& 76-20-0 ADEQUATELY STOERPILED. SUP, MUST BE STOCNPILED AND READY FOR DOPLOTMERT 1171W THERE IS 50% 0/ANTS OP RAIN 117111/N A 48 HOUR FORECAST FAILURE TO COMPLY 147711 NTH 75% SULPHUR APPLIED AT THE RATE OF 500 TEa PER ACRE. IT/IS RE010ROMOVT COULD RESULT/Il THE ISSUANCE OF A SlOB lIGHt NOTICE OR 0771014 ENFORCEMENT ACTION. 0 ARE/KS ID BE HIDROSEEOED SHALL BE PREPARED PRIOR TO HIDROSEEDITEC I ROTICILIELIOID fill SURFACE TO BE PLANTED BY ANY OR A TB ALL TREATH/INT AND EROSION CONTROL Blip, MUST BE INSPECTED hOMILY AND COMBINATION UN PRIOR 10 A FORECASTED RAIN OH/TAT OF CI'V&ITER THAN 50* AND AFTER A RAIN EVENT a TRACK WALKING GELLI'ES STEEPER 111)1W 0'!. IN ADDITION. TREATMENT CONTROL REP, MUST BE B/V/ICED AS WEEDED THRQUISILIJT V. HARROIIINO AREAS 6T DR FLATTER THAT ARE SUFFICIENTLY THE WAR. FRIABLE 2 AREAS WADED FLATTER THAN TEl NOV ANY UN THE FCI,LDLITNO 20 IN SELECTED IMP FAILS DUPING A RAN (H/TiE IT MUST BE REPAIRED OR 0/PROVED CVJIDITIGAlS £1150 OR REPLACED NTH AN ACCEPTABLE ALTERNATE AS 50011 AS IT TO LIFE 10 DO SO WE a ALVJSTTND 1711 SURFACE SOIL MG/SIT/RE TO PRO/TOE A DAMP FAILURE OF A BliP INDICATES IT WAS NOT ADEQUATE FOR THE CIRCUMSTANCES TM I/fIlCH BIT NDT SATIIR.i TED SOD BEE IT WAS USED. REPAIRS AND REPLACEMENT MUST THEREFORE PUT A MORE ROBUST BA/P 5 THE ADDITION OF S/SI AMENDMENTS PH AOJJSIMWT LEACIITNG MEASURE IN PLACE : CO/UP/NO SALINE SOILS 70 PRO/ICED LIABLE CONDITIONS FOR GROWTH. 21. ALL CONSTRUCTION OMPLOVDES MUST BE TRAINEE ON IT/IL IMPORTANCE OP STORM WATER POLLUTION PRETETFTTGN AND REP MAINTENANCE F HYOR050000IO AREAS SHALL BE MAINTAINED TV PROVIDE A VIGOROUS GRE/ITT! UNTIL THE PRO.ECT IS PERMANENTLY LANDSCAPED OR, FOR ARE/IS KTIERE HTDROGEEG,NG IS THE PERMANENT LANDSCAPUIG, UNTIL THE PRL/ECT IT COMPLETED AND ALL BONDS BELEASLTL S ALL SLOPES SHALL HAVE lB/lIGATION INSTALLED AND BE STABILIZED. PLANTED AUD,UN HTOROSISDED 117Th/I TEN (TO) DATE OF flit TIME WHEN LAW SLOPE IS BRI.OJI.OIT TO WADE AS B/OLIN ON THE APPROIED GRADING PLANS AN APPROVED PCl/ED ERG/ION CONTROL PRODUCT (NEW) SHALL BE INSTALLED PER EC-7 IN TilTS REQUIREMENT CANNOT BE MET RITE; EXCELSIOR LEE STRAW BLANKET IS UNACCEPTABLE. .1 SHOULD GERMINATION CF IIIVR00000 FALL TO PROVIDE EFTILIOTIT COVERAGE (NO LESS THAN 70*) PRIOR TO OCTOBER I, THE SLOPES SHALL BE STABILIZED BY AN APPROVED PEW. RIlE; EXCELSIOR AND STRAW BLANKET/S UNACCEPTABLE AL LANDSCAPING B/ALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REOLORDD BY THE CITY OF CARLEDAD LA//ESCAPE MANUAL, lilt LANDSCAPING PLANS FOR 11115 PROJ/CT OR AS DIRECTED BY THE CITY ENGINEER LW CITY PLANNER. B THE DII ER/APPliCANT SHALL 91ST/RE THAT ALL CONTRACTORS SHALL COORDINATE THE lIGHt OF THIS CEDISTRUCITON SIWPP £170111/I DII ANY WADING PLANS LANDSCAPE AND IRRIGATION PLANS AND WPROITEAJERT PLANS AS REWIRED Fr.? THIS PROJ/CT lIGHt. 700071 Cl/KIRYL HTDRESTDIK(S FIA#ITWG AND NB/CAT/Oil ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL INSTALLED AND MAINTAINED AS BEG/I/RED IN 5(001W SI) UN THE STANDARD 'ECI'TCA lIONS AND TIlE FOLLOW/NO A HTDRDOLEDING SHALL BE APPLIED TO I ALL SLOPES THAT ARE WADED 6I (HORIZONTAL TO VERTICAL) DR STEEPER El/ER THEY ARE a 11/PEE POET OR MORE IN NEJOIT AND AD/ACE/VT TO PUBLIC WALL OR STREET V. ALL SLOPES IFEET OR MORE IN HEIGHT 2 ARE/IS WADED PUTTER THAN SI EllEN ANY UN THE FOLLOATHO CONDITIONS £111511 a NOT SCHEDULED FOR IMPROVEMENTS (CONSITI/ICTION OR EEL/S/AL LANDSCAPING) 17TH/N 60 DAYS OF RE/ION WAD/NO 4/ 10171117710 BY THE PARKS AND RECREATION DIRECTOR AS I/DIlLY I7581E TO TIlE PUBLIC a HAVE ANT SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER TEAT WARRANTS IMMEDIATE TREATMENT B HYDROSDED/NO AREAS £3/ALL BE IRRIGATED N ACCORDANCE 717111 THE FOLLORINO OUTER/AL I ALL SLOPES THATARE WADED 8/7 OR STEEPER AND TTIATARE. a THREE TOE/OTT FEET IN 71010/IT SHALL BE U?RI//4 TED BY HAND WATERING FROM 011101 CTIIPLDT?S/hIOGE BIBS ERA CONVENTIONAL SI/ITEM OF LOW PRECIPITATION SPRINKLER I//LIES PROVIDING 700% COVERAGE V. ORLATOR TAIANB FEET INHEIGNT SHALL BE VAlET/ED BY CONVENTIONAL SYSTEM OF LOW PRECIPITATION BIN/NIGER HEADS PRO/ID/NE 700% COVERAGE, 2 AREAS SLOPED LESS THAN 6/I SHALL BE LKR/GA TED AS APPROVED BY THE CITY EN/SNEER. PR/ON TO HYEROSEEDNL THE DEVELOPED SHALL SUBMIT A PROPOSED SC//EYE TO PROVIDE IRRIGATION 70 THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS TYPE; AND COSTS OF THE DOEMOTITS OF THE PROPOSED SF51701. 3 RFEGATTOII SHALL MAINTAIN THE MCl/STURE LEVEL UNIT/COO/OAT THE OPIIMLIII LEVEL FOR THE WADING OF WE HIDROSEEDED GROWTH C HLIEROSEODTI/G MIX B/ALL CONSIST OF ALL OF THE FOOLOKINGI I SOLO S/IS SHALL CONSIST OF NO LESS IT/ill' a 20 ft PER ACRE OFROSE CEO/ER V. 20 15, PER ACRE OPZORRO FESCUE a 3114, PER ACRE OF E SCHOOL CIA CA.UFORNICA 11 41113 NIB ALIVE OF ACHILLES MILLEt01/4 a 3114, PER ACRE OPAL TSSUM (CARPET OF SNOW) f. 7/2 IA. PER AWE IF DIIIOHPIIC/ECA g ITEMS 45.1)10 iOF TIllS SUBSECTION MAYBE OMITTED ON IRS/OLE (11GM DIThER A PUB/IC STREET OR RESIDENTIAL STRUCTURES 1,, ITElE ,, OF THIS SUBSECTION MUST BE 11000/hATED KI III A 14111000/I FIXING BACTERIA AND APPLIED DRY DITHER BY DRIWNG OR BROADCA/INO BEFORE HTER00000/NO. I ALL BOO MATERTAL,E SHALL BE IRA//SPORTED TO WE RIB/ITt IN UNOPENED CONTAINERS 17111 THE CAIJFORFIIA DEPARTMENT OF FOLIO AND AOR/CLIL lURE CEll TTFTCA EON TAO ATYACIIED TO, OR PRINTED ON SAID CONTAINERS NON-PIIYTO-TEXIC YitTTING AGENTS MAYBE ADDED TO THE IITDROSDOD SLURRY AT THE DISCRETION OF 1111 COP/TRACTOR. WEATHER TPJGGEREDACTION PLAN THE DO/UI/NOR BULL DEPLOY STANDBY BEST MANAGE/Al/VT PRACTICE MEASURES TO COMPLETELY PROTECT THE EAP050D PORTIONS OF' THE SITE 1777111748 HOURS OP A PREDICTED STORM (H/TAT (A PREDICTED STORM EVENT IS OEFDIED AS A FC.NECAS'TEDR, 40% CHANCE OF RAIN BY THE NATIONAL lEATHER SON/ICE), 117 ADDITION TO BAA?, IMPLETAOTI1ED YEAR-ROUND INC/I/O/NO PERIMETER CONTROL, KIND EROSION CONTROL, TRACI(94 NON-STORM WATER CONTROL, WASTE MANAGEMENT AND MATERIALS POLLUTION CONTROl. THE NATIONAL REAMER SERVICE FORECAST SHALL BE MONITORED AND USED BY THE DETTEEPER ON A DALY BASIS. IN PRECIPITATION IS PREDICTED (40% OUNCE OP 94/N). 7/ID/V TIlE NECESSARY WATER PC/LLITTCAN CONTROL PRACTICES SHALL BE DEPLOYED III ThIN 48 HO/IRS AND PR/LW TO WE ONSET OF THE PRECIPITATION WE DEPLOYMENT OF THE BURS ST/ILL INCLUDE BUT NOT BE LIMITER TO GRAVEL BAGS AND SILT FLNCGS. A A/Ti/MI/S OF 125% OF THE I//sIll/AL NEEDED TO INSTALL STANDBY BEST MANAGEMENT PRACTICES MEASURES TO PROTECT Tilt 0/OPOGED AREAS PERIl EROSION AND PRE'/tIIT SEDIMENT 0MB/ARCED MUST BE STORED ON-SITE AREAS THAT HAVE ALREADY BEEN PROJECTED FROM EROSION USING PHYSICAL STABTUZATTON OR ESTABLISHED VEGETATION STABILIZATION 0/SIPS AS DEIDTMINED BY TIlE CITY UN CARL BOO ARE NOT CONSIDERED To BE DROSED PER THE PIIRPOBES OF 'BLATHER lRIED AChIER PLAN'. AN 10001/ATE SOURCE OF EQUIPMENT AND KIWI/IRS SI/ALL BE AVAILABLE FOR DEPLOYMENT OF IIEA THOR 1W/OLE/KEG BUPSI STORM WATER POLL UTION.PREVENTIONNOTES TIER 2 CITYSTORM WATER POLLUTION PRE VENTION PLAN (TIER 2 SWPPP) SW — CITY OF OCEANSIDE ,r/IWlIY,.2' __. - I plmk~wl 11 cencc Ccrc : fl1cd—heu QQ trr\ A)Qkrn Pwrp Cell (t19— L4Lft :1. -N!fl I flIflflflflflflBBIflBIflflflflINflfJflflflflI WEE= fl7.a.. _____ mmmmm FE7E'TI I.II.Z1Li Check the lop to the IsIS ,f all applicable coaolmclion oollolly (first coIomn) oopeclod to scoot dm1119 Co/lshs,cUo,,. Located 0/030 Ms lop of 15, BA/P ToE/s Is , list of BUN', wIll IT', colroopoedlnl CoIIfomIo Shom,wotor QualIty Asso,IohIoo (04001) dIsLRImUO, combo,. Choose oo arm" BMPL/ ss 1,1,54 To ass dar/wg cnoela,a1Tan from II, list. Choth the boo shore Mo ehose oct/oILy row Isle/meals with I/ho BMP 001//ma 3/ R,fe, to the CASQA co,,tm,IIo,, honol,00* (a, h,To,m,llon aol Idols of the those, BA/Ps o,,d how to OPPIY them to the ptOfdct. LEGEND (DELETE ITEMS NOT USED ON THE SITE MAP) DESORIPTTOP/ OWNER'S CERTIFICATION. SE-5, FIBER ov.L..L - - - - I UNDERSTAND AND ATXNI)FLEELIE THAT I MUSE (I) IMPLEMENT BEST MANAGEMENT PRACTICES (B/IF,) DUB/i/O CONSTRUCTION ACTIVITIES 51-6, GRAVEL 810 10 TIlE MAXIMUM EXTENT PRACTICABLE TO AN/ID THE MOBILIZATION OF POW/TINTS SUCH AS SEDIMENT AND TO AVON THE IXPOSTIRE OF STORM RATED TV CO//SIRUC ITO/I RELATED POLLUTANTS AND (2) ADHERE IT) AND - AT ALL TIMES; COMPLY I4I1TI THIS CITY APPROVED TER CONSTRUCTION SLIPPP THNLEJOJIOI/T THE DURATION OF THE CONS TRUCIION ACLTLIIES UNTIL IT/C CONSTRUCTION 11VRI( iS COI/PLEIE AND BONED OPT BY THE CITY UN CARLSBAD. 124uL.t4OC4iL.- / 01/HERS AGENT NAME (PRINT) DATE fr*t-i-'.._ OMIER(S)/ DEl/ER S AGENT NAME (SIGNATURE) DATE FAA-I, MATERIAL DIG/i/SHY AND STORAGE 1704-1 KM-S. MATERIAL USE 1104-2 I N/IL/IL OF PREP/REIN___________________ 1411-5 SOLID WASTE MANAGEMENT 1771-5 QUAIJTICASON OF PREPARED rreiFF.M-B, SANITARY/SEPTIC WASTE MANAGE/ILl/IT BE-B ADDRESS. 1 CITY OF VISTA CITY OF SAN IAARCOS SITE LOCATION VICINITYMAP SHEETINDFX: SHEET IX TIILE SHEET SHEET SL EROSION CONTROL PLANS ..4.PJV: 255-040-56 SITE ADDRESS: 1966 01/VENT/A/N RD ENC/NFTAS, CA 95024 AREA OFDISTURBANCE AREA OF DISTURBANCE a 50110 SF. (THIS AREA INCLUDES OUT IS NOT LIMITED TO OFF-SITS WORK INCLUDING PUBLIC IMPROVEMENTS AND TEMPORARY DISTURBANCE SUCH AS VEHICLE AND EQUIPMENT STAGING AREAS COI'ISY.HL/CTTON HONKER FOOT TRAFFIC. SOIL/ORAL/EL PILES, U17UTY TEL/NONES BACKFILL CUTS AND SLOPE KEYWAYS) CONSTRUCTION THREAT: CO/ISTRIJCTION THREAT TO STORM WATER QUALITY (CHECK BC/F). 0/1104 )P MEDIUM OWNER/APPLICANT: NIl/El OUVENH.VJN MUNICIPAL WATER DISTRICT, CIIAT)WTL ADOR/SO 1966 0/JVENHAIN RD, ENCTNITASCAQ2OS4 TELEPHDIIE NE: (760) 405-8737 EMERGENCY CONTACT: NAME Matthew Bodde WESTERN, PUMP, INC. APPLICANT ADDRESS 3235 "F" Street, Sail DIego, CA TEL EPNORE Na.- (619) 446'9100 aocoI7 o;'j nrc F rfl,-r rt ri tANK UARD POST HALT IG WASH 2 S TORM WA TER POLL U77ON PRE VE NTION PLAN (S wppp) OVERALL SITE PLAN SCALE: 1=404 NORTH cbc 00*,&n 17 Cttd (( SCALE LkOuN CONTROL PLAN 0MW0 120011 / - - -- ---- --- -;--- - Construçjn -- fi-J ---' T- ----i -' --- .--- -.- I I IV IJU1ib fill - - - - - - - - - - - - -- SETWA TER PRESRE 'i REGULATOR AT 80 PSI - •• - - . . .- -•' . __ \ 4 S COTS - • '-' ç,pSVL•• ----------------- -. -- IA V INLET I.E.I202 NEW PLUMBING EGUIPMENT INDICATED ON THIS DRAMINC SHALL NOT BE INSTALLED 2 v ri/ BELOW FINISHED GRADE VM2 '_./ ... - OUTLET I.E_ - . R80 2" VENT UP . I BELOW FINISHED -. 2ADE TIGHT COLUMN \ OL 4C010 -E80E OF PIT) RA \ I SITE r .. .............................................................\ V 4S -I I - --- - ConstructionFen.c1ng ,.- ... \\\-i- MATERIAL STORAGE 1/ TRAILERS.................... -4- CbZ c ri- 04D Y * - - reffif Pi. DEMOLITION SITE PLAN - OLD FUEL PUMP SCALE: 1"=5-O" NORTH LEGEND / A CONTRACTOR SHALL DEMOLISH AND DISPOSE OF CONCRETE PAVING AND SHALL REPLACE WITH NEW 6" AC PAVING o/8" CLASS II BASE 0/12" RECOMPACTED SUBGRADE (65% DRY DENSITY). WORK TO OCCUR POST RELOCATION OF FUEL TANK & EQUIPMENT. KEY NOTES 1 REMOVE & DISPOSE OF CONCRETE CATCH BASIN/PAVING & REPLACE WITH AC PAVING FLUSH WITH EXISTING E1 REMOVE & DISPOSE (E) BOLLARDS REMOVE & DISPOSE OF (E) CONCRETE CURB REMOVE & DISPOSE OF OR RELOCATE (E) FUEL PUMP EQUIPMENT BYJUAREGUI & CULVER, INC. REMOVE & DISPOSE OF OR RELOCATE (E) FUEL TANK BY JUAREGUI & CULVER, INC. (E) CMU RETAINING WALL TO REMAIN - PROTECT C6C P01 I - gl~~ 13 OLIVENHAIN MUNICIPAL WATER DISTRICT Go WASH DOWN/FUEL PUMP RELOCATION 1966 OLIVENHAIN ROAD, ENCINITAS, CA 92024 SYMBOL LEGEND AREA MAP SHEET INDEX This project shall comply with the 2016 California Building Code, which adopts the 2015 IBC, 2015 UMC, 2015 UPC and the 2014 NEC. — PROPERTY LINE I I CENTER LINE NEW OR FINISHED CONTOURS ... ,_i,,.i,i____*____•,,,.i_ 4 .. , '1, ' ' , "\ "'' 1-1.0 TITLE SHEET z ' 1-1.1 NOTES & ABBREVIATIONS Occupancy Classification(s): U 7" EXISTINGCONTOURS DOT DIMENSION INDICATES t " ARCHITECTURAL 0 "I Description of Use: Shade (vehicle wash down) CENTERLINE TO CENTERLINE , - C . . 6 Vehicle Fueling Type of Construction VB Sprinklers. No INDICATES> SLOPING SURFACE SLOPE '.'. , . . AS-1.0 OVERALL SITE PLAN AS-Li DEMOLITION SITE PLAN AS-1.2 DEMOLITION SITE PLAN - OLD FUEL PUMP 'C. S ea—Nes 0 Stories. 1 DETAIL NUMBER ' "'" AS NEW WORK -1.3 SITE PLAN , ,, Hoor Area 480 SF ON ARROWDIMENSION VE:DASH INDICATES DETAIL ON INDICATES FACE OF FINISH S CS" . S" AS-2.0 SITE DETAILS A-1.0 NEW WORK PLAN AND REFLECTED CEILING PLAN 01 Occupant Loud: 1 SAME SHEET 1,5 ,• c (—SECTION/ELEVATION NUMBER v PLUMBING A4 SHEET SECTION/ELEVATION APPEARS ON . "'s P0.1 PLUMBING - VEHICLE WASH DOWN SITE PLAN me Em THICK MARK DIMENSION P11 PLUMBING VEHICLE WASH DOWN SITE PLAN 22< INTERIOR ELEVATION INDICATES FACE OF STUD OR FACE OF STRUCTURAL 4 " ,,P'C ' ' ELECTRICAL C 55 C WS.CS 23 Al SHEET ELEVATION APPEARS ON I C C A-. E-1 PARTIAL SITE PLAN SOUTH I- C I" otiv5NCAn E-2 SINGLE LINE DIAGRAM AND DETAILS E-3 DEMOLITION WORK AND DETAILS E-4 DETAILS . . NUMBERED NOTE S 55 REFERENCE DRAWINGS POLIGON2OX24PC SHADE STRUCTURE i:.A. , - ,5i • 4—t---- PROJECT TEAM l.A WALL TYPE R-1 COVER R-2 ELEVATION VIEWS - '...'.-' OWNER PLUMBING tiVNi-tAIN MUNICIPAL WATER DISTRICT DEC ENGINEERS R-3 FRAME VIEWS QD DOOR NUMBER 1966 OLIVENHAIN ROAD . 7360 CARRELL ROAD, SUITE ioo R-4 COLUMN LAYOUT ENCINITAS, CA 92024 SAN DIEGO, CA 92121 T 760.753.6466 . 1858.578.3270 WINDOW LETTER F 858.578.3273 so*** , [1111] CONCRETE ARCHITECT . obrARCHITECTIJRE INC ELECTRICAL ,, 3817 RAY STREET EPI -ENGINEERING PARTNERS INC. • • GRADE SAN DIEGO CA92104 9565 WAPLESSTREET SUITE 100 ...... — 0000 PLYWOOD T 619.564.7586 SAN DIEGO, CA 92121 : : : F 619.568.3636 T 858.824.1761 . . STEEL WWW.OBRARCHITECTURE.COM F 858.824.1768 • 6 •' . . . . : ... WD. BLOCKING :. .. 0.. .•• S. S ? WD. CONT. MEMBER .... LLJ so* TILE . . ...... - . S I •SSS•. o CARPET z '•.. F > ' so GYP. BD. 2 2 UJ 0 PLASTER OR STUCCO SEP Ii 2017 APPLICABLE CODES — WORK POINT, CONNECTION z w I —. OINT, DATUM POINT OR P CONTROL POINT THIS PROJECT SHALL COMPLY WITH THE 2013 EDITION OF THE CALIFORNIA BUILDING CODE (CBC) AND . . . - 1029 TITLE 24, THE 2013 EDITION OF THE CALIFORNIA ELECTRICAL CODE (CEC), THE 2013 EDITION OF THE ROOM NUMBER , . ....................... . CALIFORNIA MECHANICAL CODE (CIVIC), THE 2013 EDITION OF THE CALIFORNIA PLUMBING CODE (UPC), --.. .---.—...—. Dec ucica 11 04.2016 THE 2013 EDITION OF THE CALIFORNIA FIRE CODE (CFC), AND THE 2013 EDITION OF THE CALIFORNIA RrvlsiONs FINISH MATERIAL TO ALIGN ENERGY EFFICIENCY STANDARDS.— — 4_ -+ MATCH ---p SCOPE OF WORK I THEPROJECTINCLUDESRELOCATINGEISTINGFUELPUMPAND DISTRICT APPROVAL: I.!. 1 BUILDING INSULATION J29J7 ASSOCIATED EQUIPMENT NEW AC PAVING PC SHADE 4 bN MW ODOOG Meet No. GEORGE TR) (E E STRUCTURE, VEHICLE WASH DOWN EQUIPMENT, CMU SITE WALLS, ELECTRICAL AND PLUMBING. T-1.0 (%ACIO I_ qm~CNI2 GENERAL NOTES ABBREVIATIONS THE SPECIFICATIONS ISSUED AS PART Or TIICSC LIIAME I ER INSUL. INSULATION CONSTRUCTION DOCUMENTS IS AN INTEGRAL PART OF THE '& AND INT. INTERIOR CONTRACT DOCUMENTS. C,j CENTERLINE 8 POUND OR NUMBER JT. — THE CONTRACTOR SHALL BE RESPONSIBLE FOR JOINT JST. JOIST MAINTAINING THAT ALL WORKMANSHIP, MATERIALS AND A.B. ANCHOR BOLT Z CONSTRUCTION SHALL BE IN COMPLIANCE WITH THE LAM. LAMINATE APPLICABLE CODES CODES AND FEDERAL REQUIREMENTS AND ACOUST. ACOUSTICAL LAy. LAVATORY o REGULATIONS. A.C. ASPHALT CONCRETE LT. LIGHT ADJ. ADJUSTIBLE THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL A.F.F. ABOVE FINISH FLOOR MFR. MANUFACTURER DIMENSIONS PRIOR TO SUBMITTING A BID. THE CONTRACTOR A.F.G. ABOVE FINISH GRADE MATR'L MATERIAL IS ALSO RESPONSIBLE FOR OBTAINING ALL REQUIRED ALUM. ALUMINUM MAX. MAXIMUM PERMITS. ARCH. ARCHITECTURAL M.B. MACHINE BOLT THE CONTRACTOR SHALL VERIFY ALL EXISTING BLDG BUILDING MECH. MIN. MECHANICAL MINIMUM ocr CONDITIONS, GRADES, ELEVATIONS AND DIMENSIONS BEFORE BLKG. BLOCKING MISC. MISCELLANEOUS STARTING WORK. THE ARCHITECT SHALL BE NOTIFIED BM. BEAM M.O. MASONRY OPENING IMMEDIATELY OF ANY DISCREPANCIES OR INCONSISTENCIES. BOT. BOTTOM M.R. MOISTURE RESISTANT E 0 MTL. METAL . vs 5. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF CAB. CABINET (N) NEW E ALL EXISTING UTILITY SERVICES IN THE AREA TO BE C.B. CATCH BASIN N.I.C. NOT IN CONTRACT 5 EXCAVATED PRIOR TO THE BEGINNING OF EXCAVATION. THE C.F.C.I. CONTRACTOR FURNISHED, NO. OR 8 NUMBER CONTRACTOR SHALL PROTECT ALL UTILITY LINES, SERVICE CONTRACTOR INSTALLED N.T.S. NOT TO SCALE Cs 00 Vi LINES TO REMAIN WHICH ARE ENCOUNTERED DURING C.I.P. CAST IN PLACE ' r-. In CONSTRUCTION. Ci. CONTROL JOINT O.F.C.I. OWNER FURNISHED, 6 -5 ° 10 C.L. CHAIN LINK CONTRACTOR INSTALLED cu b. I HEWN I RAL I UK SHALL BE RESPONSIBLE FOR THE CLG. CEILING 0.1.0.1. OWNER rURNISI lCD, ENFORCEMENT OF FEDERAL AND STATE OF CALIFORNIA C.M.U. CONCRETE MASONRY UNIT OWNER INSTALLED co m 05 0 OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION C.O. CLEAN OUT O.S.C.I. OWNER SUPPLIED, , REQUIREMENTS AND REGULATIONS. COL. COLUMN CONTRACTOR INSTALLED CONC. CONCRETE 0/ OVER CONT. CONTINUOUS O.C. ON CENTER oo:uoosos DO NOT SCALE ANY DRAWINGS IN THIS SET. OPN'G OPENING U,,, ON0,050 W , DF. DOUGLAS FIR OPP. OPPOSITE jeo ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE DG DECOMPOSED GRANITE WOCONO, 00 50500005005 00OA0CHflTCTh0. 00. SHOWN ON PLANS, SECTIONS AND DETAILS. SPECIFIC NOTES DIA. PB DIAMETER PULL BOX AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES DIAG. DIAGONAL PERF. PERFORATED AND TYPICAL DETAILS. DIM. DIMENSION PL. PLATE DIM. PT. DIMENSION POINT ALL OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS DISP. DISPENSER PLY. PLYWD. PLYWOOD PLYWOOD ('/OARRrCK LNtR\C'\ t-1 NO. Ct312J ELEMENTS OF THE WORKING DRAWINGS AND/OR DN. DOWN PR. PAIR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF PROJ. PROJECTION THE ARCHITECT IMMEDIATELY BEFORE PROCEEDING WITH D.S. DOWN SPOUT P.T.D.F. PRESSURE TREATED ANY WORK SO INVOLVED. NO CHANGES ARE TO BE MADE L)WG UKAWING DOUGLAS FIR UNLESS THE ARCHITECT AND THE OWNER ARE NOTIFIED IN R OR RAD RADIUS WRITING AND APPROVE SUCH A CHANGE ACCORDING TO THE EA EACH R.D. ROOF DRAIN CONTRACT. E.J. EXPANSION JOINT REF. REFRIGERATOR ELECT. ELECTRICAL REFERENCE THE ARCHITECT IS NOT RESPONSIBLE FOR ASBESTOS ELEV. ELEVATION REINF. REINFORCED ABATEMENT. ENCL. ENCLOSURE REINFORCEMENT • •• EQ. EQUAL REQ. REQUIRED S • PROVIDE BACKING AT ALL INDICATED FIXTURES, SIGNS, EQUIP. EQUIPMENT RETAIN'G RET. RETAINING RETAINING ... .. • S. Go HANDRAILS, ETC. LOCATIONS. EXIST. EXISTING ROOF . SRF. . - • S S EXT. EXTERIOR RM. ROOM . . • • 12. DURING CONSTRUCTION PERIOD, CONSTRUCTION OF R.O. ROUGH OPENING • • MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED F.B. F.D. FIRE BLANKET FLOOR DRAIN S.C. S S SOLID CORE• ' • '• • I) FLOORS OR ROOF. THE LOAD SHALL NOT EXCEED THE DESIGN FDN. FOUNDATION S.S STAINLESSSTL • LIVE LOADS FOR EACH PARTICULAR LEVEL. F.E. FIRE EXTINGUISHER SCHED. SCHEDULE oes S • 0 13. ITEMS SHOWN AS N.I.C. ON PLANS MAY REQUIRE F.E.C. FIRE EXTINGUISHER CABINET SHT. SHEET 6 SIMILAR 66 . . . j SEPARATE SUBMITTALS, APPROVALS AND PERMITS. F.F. FINISH FLOOR SIM. SPEC. SPECIFICATI@r.. • INSTALLING CONTRACTOR(S) IS RESPONSIBLE FOR OBTAINING FIN. FINISH SQ. SQUARE *00000 • > me PERMITS FOR SUCH ITEMS. STD. STANDARD 14. CONTRACTOR SHALL ENSURE ALL FINISH MATERIALS BE FLR. F.M.Z. FLOOR FUEL MODIFICATION ZONE STL STOR. STEEL STORAGE S. • W;iii 4. :._ -.. FLUSH WHERE NEW FINISH SURFACE MATERIAL JOIN EXISTING F.O.F. F.O.M. FACE OF FINISH FACE OF MASONRY STRIICT. STRUCTURAL , z • eo on TO PROVIDE SMOOTH TRANSITION. F.O.S. FACE OF STUD SUSP. SUSPENDED —. . 15. THE DRAWINGS CONTAINED HEREIN SHALL BE FRAMG FT. FRAMING FOOT OR FEET T&B TOP &BOTTOM Z z 06 g CONSIDERED AS ONE COMPREHENSIVE SET OF DOCUMENTS FTG. FOOTING TEL. TELEPHONE ON AND SHALL NOT BE CONSIDERED AS COMPLETE SUB-SETS F.V. FIELD VERIFY TEMP. TEMPERED 2 -) C/ LU DIVIDED BY DISCIPLINE. THE GENERAL CONTRACTOR SHALL BE TO. TOP OF Z LU - (I -, i— RESPONSIBLE FOR ALL INFORMATION CONTAINED HEREIN, GA. GAUGE T.S. TUBE STEEL > z < REGARDLESS OF TRADE OR DISCIPLINE. GALV. GALVANIZED T.W. TOP OF WALL 0 —i 00 G.I. GALVANIZED IRON U.O.N. UNLESS OTHERWISE NOTED Qw Z GL. GLASS V.C.T VINYL COMPOSITION TILE GLB. GLU-LAM BEAM VERT. V.T.R.VENT VERTICAL THROUGH ROOF Dote IRNoRd 11.04.2016 GYP. BD. GYPSUM BOARD W/ WITH REVISIONS W.C. WATERCLOSET H.C. HOLLOW CORE WD. WOOD H D HOLD DOWN W.J. WEAKENED JOINT W.P. WATERPROOF HDR. HEADER WORK POINT HGR. HANGER W.R. WATER RESISTANT HORIZ. HORIZONTAL WT. WEIGHT Job No. OMWD-006 H.M. HOLLOW METAL HR. HOUR Sheet No. HT. HEIGHT T-1.1 SHEET GENEI 1. REFER TO GENERAL FURTHER INFORMA KEY NOTES REMOVE (E) BOLL) L_J BASIN, PATCH ANC MATCH EXISTING - INFORMATION All Property Lines, easements and Buildings, existing and proposed are shown on this site plan 70 L_. .... • S... S••S. . .. .. .• . S S..... •••S ••S•S. IS I • • S S S • S . . . ....• • S S•••S S . . S.... S... •• • S.... . S S S S .. . S. • S 55S. S • ..•• S..... . S. ....•. • I..... S S.. I 5S• S S. OVERALL SITE PLAN SCALE: 1=40-0 NORTH SHEET GENEI 1. REFER TO GENERAL FURTHER INFORMA DEMOLISH ) PAVING AS I AS-1.1 FOR CONTRACT( DEPTH OF 1 BASE ELEVA RECOMPAC EXCESS SOIL CONTRACT( B I CONTRACT( OTTOM OF I AND RECOr DENSITY. EN OFF-SITE BY 1_VP. 1-VP. CONTRACT( - (E) AC PAVIr BOTTOM OF REPLACE AN DRY DENSIT OFF-SITE BY KEY NOTES AC PAVING TO RE I' CMU SITE WALL IC CONCRETE PAVINC POST MOUNTED LI 1-51 PAVEMENT MARKI 6 REMOVE (E) POST ELECTRICAL, RELOC PER ELECTRICAL SAWCUT, REMOVE AND/OR CONCRET PLUMBING TRENCF FOR FURTHER INK SAWCUT, REMOVE FOR (N) HOUSEKEE SAWCUT, REMOVE PAVING & EXCAVA MECHANICAL SAWCUT, REMOVE PAVING FOR (N) BC SAWCUT, REMOVE PAVING FOR (N) S REMOVE (E) SOIL F PLUMBING FOR CO BACKFLOW PREVEF .• • ..• .••S• . .. S. IS . . ..... SSI I•SS. • S . . . . S • S I S S • I.... . . 5•SSI • S • S.... 5•• •• • ..... S • S • S 5 5 •• S S ..•. . S ••SSS S..... S I 55 S..... • S..... S S.. • SS S S. LJ 4 1-VP. DEMOLITION SITE PLAN SCALE: 1=104 (J) NORTH CONCRETE I 6" AC PAVII' RECOMPAC WORK TO 0 & EQUIPME KEY NOTES REMOVE & DISPOS & REPLACE WITH P REMOVE & DISPOS REMOVE & DISPOS REMOVE & DISPOS EQUIPMENT BY JU REMOVE & DISPOS JUAREGUI & CULVI (E) CMU RETAININ' — SHEET GENEI REFER TOGENERAL FURTHER INFORMA *CONTRACTOR HAS RELOCATION OF THI WORK TO GET NEW ALL WORK AT THIS I RELOCATION OF FUI FUEL PUMP STATIOr ALL WORK ASSOCIA EQUIPMENT TO BE CULVER, INC. — LEGEND DEMOLITION SITE PLAN - OLD FUEL PUMP N SCALE: 1=5-0' NORTH 0••S • . • •. . •• • • a.. a.sel • • • • • a a a • S S • ....a • • ..a.. • a I .aa. i a. la • II•I a a ê I • I as I II S II ad.. S S lIed. 10IIII . 01 11111 • Ca.... . 5. S a S S. 117.5 T, 116.79 T.O.W. T'P. OF (4) 115.63 (E) F.S. 116.43 F.S. 11S.65 F.S. /z \\T 12 I • - I 15.34 E F.S. / Typ. 15 P. 8 22 Sewer Re-toule NEW WORK SITE PLAN SCALE: 1=10-0" NORTH SHEET GENE REFER TO.GENERAL FURTHER INFORMA ALL CONTOURS SHC CONTRACTOR SHALl OF ALL EXCAVATED: EXISTING SOIL IS REt ALL (N) PAVING SHA EXISTING. REFER TO DETAIL 11 PAVING. LEGEND r 1 COMPAC D&G Fill I (N)8'CON 6 Class II Base K (N)6"ACP COMPA( D&G Fill 4-0" RECO D&G Fill K\t\'41 DENSITY) KEY NOTES AC PAVING TO SITE WALL TO F CONCRETE TO I POST MOUNTE PAVEMENT MA LOCATION OFF O.F.O.I. 71 RELOCATE (E)P PER ELECTRICAl CONCRETE BAS LI1 PATCH AND RE[ AND PLUMBINC PLUMBING FOR PAVEMENT MA L1 LIMITS OFEXC~ RECOM PACT E> CONCRETE ELE LINE OF ( N) STE WITH SPANISH REFER TO PC DI (N) SAN D/O IL It [121 (N) CMU SITE V (N)CONCRETE (N) 6" HIGH CO BASIN, REFER T (N) GUARD P05 [ (N) FUEL PUMP ELECTRICAL MC )N)3" HIGH CO DETAIL 7/AS-2.I LOCATION OF F 500 Less than 40 BC (N) SAMPLE BO (N) CONC. SWA SLOPE 1/4:12" (N)CLEANOUT NOT USED (N) CONC. CAT( DETAIL 8/AS-2.I LIMITS OF CLAS - REFER TO PLU INFORMATION 276 REPLACE SOIL FOR CONTINUA PREVENTER 0000 • .•. .••,•.4 . . •4 •• •• • • i*SS •••. •••• S •• 4• S S I I • I • I I S BISBS ••SSS S • S • . • 050I0 .4 IS • SI•• I I • • • S I. I 64 • 45 S I... • • SI... S..... S 4 SS S....' • S..... I ••. I 1451 S I. Normal Upward Draft Vent 4,000 Gallon Containment Solutions UL2085 Split 1000 gallon Diesel/3000 gallon Gasoline Fill spill basins li 1,000 Gallo esel Fire Extinguisher 408:C \ Tank Slab Per Detail 8 j12 TANK ELEVATION / SIGNAGE (FRONT) /FIRE EXTINGUISHER - EVR Approved P/V Vent - 12 MIN. TYP. Gasoline/Diesel rN Finish Pavement Task Anchorage per Seismic Cálulations 3,000 Gallon Gasoline - IGasohne NO SMOKING I IN CASE OF FIRE< SPILL OR RELEASE WITHIN 50 FEET 1. USE EMERGENCY PUMP SHUTOFF 2. REPORTTHE ACCIDENT! FIRE DEPARTMENT TELEPHONE NO. 911 FLAMMABLE FACILITY ADDRESS 1966 OLIVENHAIN ROAD <8> 200' 4000 GALLON CONTAINMENT SOLUTIONS SPLIT 1000 DIESEL/3000 GASOLINE 12 'MIN. 81" NO SMOKING WITHIN SO FEET FLAMMABLE <8> (E) LIGHT POLE FS CAST ALUMINUM BASE COVER ANCHOR BOLTS. SIZE, - NUMBER AND PLACEMENT PER MFG RECOMMENDATIONS 9 CHAMFER EDGES FINISH GRADE U SIGNAGE ENDS & BACK OF TANK Q!)--- 9 CONDUIT AND CONDUCTORS PER ELECTRICAL 9 #8 BARE CU STRANDED GROUND CONDUCTOR #4 DEFORMED REBARS AT EACH CORNER #3 DEFORMED —IL RE-BAR TIES AT 12" O/C MIN. CAST CONCRETE BASE AGAINST UNDISTURBED OR COMPACTED (95% MIN.) EARTH MIN. 3,, 1,') DISPENSER SIGNAGE LIGHT POLE BASE ___ Y2"RAD. 5115 1W,AIllE1FitRI4Ytfl1111DflDD BOTH SIDES O1H P1HCFRHCHGRR0I1SI 01- CURB -HID HItHI MO IA ts Il) AC+IE/EWO)214H#1- EHRT#IEHME.WUMFI EM&DWIRI. E.J. G L & CAULK SQUARE FOOTIN LE uUHEMIHEOFHNc PAVING PER PLAN 0 0 NE".1-11F Mill" FW2 DIA 1 V_ 10000 0-.000 0 000' -.00-,0.- 0 _j '02 _. L-1 )SHADE STRUCTURE FOOTING CONCRETE CU 3/16" FILL WITH GROUT AND CROWN TOP CMU WALL CAP . W CMU WALL - ,,—CROWN TOP (SOLID GROUT) 4 . . . .,. . SAWCUT - - JOINT(CJ) 1/2" MAX. I - SEALANT PAVING PER PLAN '.I -. ' - I m IMBED POST IN CONCRETE EXPANSION Y' '' 5 -. i . :.FIELDPAIN ABOVEGROUND --- -- SURFACES F GUARD POSTS \ \ , Ø PVC SLEEVE PER STD. SPC O.D. OSHA YELL W EXPANSION JOINT FILLER 1 81, MATERIAL UARD POST CMU SITE Wi 12" LONG SMOOTH 3/fl 0 SCALE 1' = 1-0' CONCRETE JOINTS STL. BAR @ 36" O.C. '- ____________ ____________________ EJ EXPANSION JOINTS FORMED WITH PREFORMED EXPANSION JOINT MATERIAL WITH REMOVABLE TOP STRIP FOR PLACEMENT OF SEALANT. CJ SAW CUT 3/16" TO 1/4" WIDE BY AT LEAST 1/3 DEPTH OF SLAB OR 1-1/2". SAW CUT SHALL SLOPE EXTEND THROUGH THE FULL SECTION OF THE COMPACTED MIN. 1% CONCRETE AT EDGES & AGAINST EDGE SUBGRADE CONSTRAINTS. NOTES: ALL JOINTS OTHER THAN EXPANSION JOINTS SHALL BE - - . : . INSTALL EXPANSION JOINTSATALL LOCATIONS WHERE PAVEMENT MEETS BUILDINGS, WALLS, CURBS AND OTHER PERMANENT STRUCTURES. INSTALL DOWELS PER DETAIL ABOVE. 000000 USE W' VOID CAP SEALER. Th JOINTS @ CONCRETE PAVING HOUSEKEEPING PAD 11) N.T.S. 1 ,) 1-1/2- 1-0" - 1/2 MAX. 18" : #s @ 12" O.C. TYP SEALANT / EXPANSION JOINT FILLER (E) ~ L / p ing - 12" 3,000 COMPACTEDSUBGRADE H j) CONCRETE SWALE NTS °=" '' CONCRETE PAD NEW SHADE STRUCTURE PLAN SCALE: 1=10-0" 24-0" SHEET GENEI 1,, REFER TO GENERAL FURTHER INFORMA REFER TOPCDRAWIF REGARDING SHADES ALL (N) PAVING SHAL EXISTING REFER TO DETAIL 11 PAVING. LEGEND L.. 1 RECOMPA( I I (N) 8" CON Class II Base K (N)6"ACP RECOMPA( / 4-0" RECO DENSITY) KEY NOTES (N) VENT, PER PLU (N) AREA DRAIN, P (N) BEAM, REFER T INFORMATION ri (N) BOOM AND SV N WAND. CONNECT PLUMBING - (N) WALL MOUNT[ LINE OF (N) STEEL NORTH WITH STANDINGS DRAWINGS FOR FL r7] )N) STEEL PIPE COL DETAIL 5/AS-2.0 (N) CMU SITE WAL (N) CONCRETE CUF (N) SURFACE MOU (N) HOSE BIB - COF WASH WAND, PER O NEW SHADE STRUCTURE REFLECTED CEILING PLAN N _(:~2 SCALE: 1=10-0" NORTH 6' S S... •••SSS S • SS •• •S . . SSS•• S•s ...... S • . S • . S S S S . . . S.... S S SSSSS S S S S•SS S... •• S SSSS . S S • S .. S S • •• S... • S S••S .SSSS S S• S..... • SSSS• • S.. S S••S S S. Vapor Pipe To Tanks (N) Emco Wheaton A4041-002 TOP OF TANK Splitter Valve (N) CNI 9915-GYAK Hose Retrzctnr Goodyear 1 Maxxim Coaxial Hose Gasboy 9153KX-F EMCO Wzeaton A4119EVR-020 Dispenser Breakaw4y 1200.00 (N) EMCO \Vheaton A4005EVR-052 Nozzle I Good YearS' Maxxim EVR Coaxial Hose 3/4" Hos I to Splitter Valve (N) OPW 1OBHMP-5830 Shear Valve Stabilizer Bar New Piping to Tank (E) Bravo Aboveground UDC Finish Surface Hilti KB-TZ 4-1/2" mm. embed 2-5/8' (TYP. 4) GASOLINE DISPENSER Gasboy 9153KX-F 111.rc:------ (N) CNI 9971 Hose Retractor Dispenser .00I (N) OPW 11B-0100 Nozzle (N) 3/4"s 10 Whip Hose (N) HusKy 3/4" Breakaway PN 3360 (N) OPW 108HMP-5830 Diesel Hose Shear Valve I II r--)N)3/4"x8.5 VST Stabilizer New Piping IIto1nk (E( Bravo Aboveground UDC Finish Surface Hilti KB-TZ 4-1/2." mm. embed 2-5/8' (TYP. 4) DIESEL DISPENSER INTERIOR FINISH SCHEDULE NUMBER EQUIPMENT MANUFACTURER PRODUCT 8 COMMENTS 1 STAINLESS STEEL CEILING BOOM MOSMATIC CONNECT MM 66079 I-lOSE FROM COLD WATE TO BOOM 2 SPRAY WAND WITH EXTENSION MOSMATIC AR AL12 CONNECT HOSE FROM BOOM TO S WAND WITH EXTENSION 3 24" LANCE MOSMATIC AR AL248 CONNECT LANCE TO SPRAY WAND 4 WAND HOLDER MOSMATIC 29083 ARC NO. C 31221 REN. 5-31-13 • p. . p.,.... • 00. • •• •• • S SE/_IS .. (I) • I!_. • 1?• • t.. • • .z. .kII• Id.JLL ! • 7A w Ze 4 • ! J od 07 •O — LX Z >• w (I) >o < u —J o I FINAL SUBMITTAL I ncr E N B I N C C R S V?o 0530087 ---' * 9/..4J) DteN•oed 07.08.2016 REVISIONS Job No. OMWD-006 Sheet No. P0.1 FIXTURE CONNECTION SCHEDULE MARK DESCRIPTION MINIMUM nrc CONNECTION MANUFACTURER / MODEL NUMBER REMARKS ROU CW GR-lN NW ROUGH-IN WASTE VENT EBrj. HOSE BIBB - - - W000FORD MFG 0 24B. HOSE BIBB WITH WHEEL HANDLE. INTEGRAL VACUUM BREAKER AND LOCKING BOX. OWN I GNITBN DC, OUR/I COATED CYST IRON FLOOR BRAIN, 0001 4 001108 -i — IDEA DRAIN OUTLET. -HP-I- TRAP PRIMER PLUMBING EQUIPMENT SCHEDULE MARK DESCRIPTION MANUFACTURER & MODEL NUMBER REMARKS SAND/OIL INTERCEPTOR ENSEN PRECAST #K.P1200SO - SAMPLE BOO £NSEN PRECAST #EVSOO SAMPLE BOO - SO CAL - SAND/OIL INTERCEPTOR CALCULATION OMWD - VEHICLE WASH DOWN AREA NUMBER I I I I OF I I I CALCULATED RATED VEHICLES WASTE I RETENTiON I STORAGE I HYDRASUC INTERCEPTOR PER PEAR FLOW RATE I TIME I FACTOR I CAPACITY SIZE/GALLONS GALLONS HOUR I I I 1200 (4) 0 (75) 0(2.0 HRS) 0(2.0 HRS)= 1200 GALLONS WASTE FLOW RATE -CONDITION WASTE FLOW RATE: (5 GPM 5 10 MIN AVERAGE VEHICLE WASH TIME) = 50 GALLONS —W' (5 GPM 0 15 MIN AVERAGE VEHICLE WASH TINE) = 75 GALLONS 5 GPM FLOW 0 3/4 HOSE BIRB CONNECTION REtENTiON TIME --b-SAND-SILT OIL — (2.0 HOURS) STORAGE FACTOR AUTOMOBILE WASHING AREA —,. EMPLOYEE OPERATED (2.0 HOURS) PLUMBING GENERAL NOTES I. CONTRACTOR SHALL CAREFULLY REVIEW THESE PLANS AND SPECIFICATIONS PRIOR TO BID. CONTRACTOR SHALL ALSO REVIEW PLANS AND SPECIFICATIONS OF OTHER RELATED TRADES (INCLUDING CIVIL STRUCTURAL AND ELECTRICAL) PRIOR TO BID TO INSURE AN ACCURATE UNDERSTANDING OF EXACT SCOPE OF WORK. ANY ITEMS REQUIRING CLARIFICATION SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IN SUFFiCIENT TIME TO BE INCORPORATED INTO THE BID. CONTRACTOR SHALL VERIFY ALL EQUIPMENT MODEL NUMBERS, CAPACITIES, SIZES, VOLTAGES, AND ALL OTHER SCHEDULED INFORMATION WITH OTHER APPUCABLE TRADES AND WITH THE MANUFACTURER PRIOR TO INSTALLATION. CONTRACTOR SHALL VERIFY ALL LOCATIONS, SIZES, POC'S, INVERT ELEVATORS, AND AVAILABIUTY OF ALL EXISTING UTILITIES PRIOR TO INSTALLATION OF ANY MATERIAL OR EQUIPMENT. THESE DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC AND ARE NOT INTENDED TO INDICATE ALL DETAILS AND NECESSARY OFFSETS OF PIPING. THE CONTRACTOR SHALL INSTALL MATERIAL AND EQUIPMENT IN A MANNER AS TO CONFORM TO STRUCTURE, AVOID OBSTRUCTIONS, PRESERVE HEADROOM, AND KEEP OPENINGS AND PASSAGEWAYS CLEAR. ALL INSTALLATIONS SMALL BE CONSISTENT WITH NORMALLY ACCEPTABLE INDUSTRY STANDARDS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES OR CONFLICTS THAT WOULD EFFECT THE SYSTEM PERFORMANCE OR INCUR ADDITIONAL COSTS. THIS NOTIFICATION SHALL BE SUBMITTED PRIOR TO INSTALLATION OF THE ITEMS CONCERNED. NEW AND/OR EXISTING EQUIPMENT INDICATED ON THIS DRAWING IS SHOWN IN APPROXIMATE POSITION(S). CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING EQUIPMENT LOCATIONS, POC'S AND STRUCTURAL MEMBERS PRIOR TO INSTALLATION. IN ALL CASES, ADEQUATE ACCESS (PER MANUFACTURERS RECOMMENDATIONS AND CODE COMPUANCE) FOR MAINTENANCE AND REPLACEMENT OF EQUIPMENT SHALL BE PROVIDED. ALL WORE SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE CODES. NOTHING SHOWN ON THE PLANS, OR STATED IN THE SPECIFICATIONS IS INTENDED TO INDICATE THAT THE INSTALLATIONS OR CONNECTIONS OF ANY ITEM OR DEVICE SHOULD BE DONE CONTRARY TO MANUFACTURERS INSTRUCTIONS AND ALL APPLICABLE CODES AND REGULATIONS. B. THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT THE INSTALLATIONS AND CONNECTIONS OF ALL ITEMS AND DEVICES CONFORMS TO MANUFACTURERS INSTRUCTIONS AND TO ALL APPLICABLE CODES AND REGULATIONS. SUBSTTUTION OF PLUMBING EQUIPMENT WITH EFFICIENCIES LOWER THAN THOSE INDICATED ON THE PLANS MAY REQUIRE RE-CALCULATION OF TITLE 24 DOCUMENTS. IF THE CONTRACTOR CHOOSES TO UTILIZE SUCH EQUIPMENT, HE ASSUMES FALL RESPONTIBIUTY FOR THE RE-CALCULATION AND JURISDICTIONAL APPROVAL OF TITLE 24 DOCUMENTS. IF THE CONTRACTORS' USE OF SUBSTITUTE MATERIALS, EQUIPMENT OR METHODS OF INSTALLATION REQUIRES ANY CHANGES IN OTHER TRADES WORK FROM THAT SHOWN ON THE DRAWINGS, THE EXTRA COST OF THE OTHER TRADES' WORK SHALL RE THE RESPONSIBIUTY OF THE CONTRACTOR INITIATING THE SUBSTITUTION. SUBMITTALS: APPROVAL OF THE SUBMITTALS DOES NOT RELEASE THE CONTRACTOR FROM OBUGATIONS TO FULLY COMPLY WITH ALL REQUIREMENTS OF THE CONSTRUCTON DOCUMENTS OR HPPUCABLE CODE REGULATIONS. ALL PLUMBING EQUIPMENT, MATERIAL AND ALL CONNECTIONS THERETO SHALL BE INSTALLED COMPLETE PER MANUFACTURERS INSTRUCTIONS TO PROVIDE A COMPLETE AND FULLY OPERATIONAL SYSTEM. ALL HOSE BIBBS INSTALLED SHALL BE EQUIPPED WITH VACUUM BREAKERS. SOIL SEWER AND WASTE PIPING SHALL SLOPE AT 1/4 PER FOOT MINIMUM UNLESS OTHERWISE NOTED. ALL PLUMBING SOLDER SHALL BE LEAD FREE. ALL COMPONENTS OF POTABLE WATER SYSTEM, INCLUDING SHUT OFF VALVES, ANGLE STOPS, AND PLUMBING FIXTURE SHALL COMPLY WITH CAUFORNIA LAW AB 1953 AND SECTION 116875 OF THE CALIFORNIA HEALTH AND SAFETY CODE. PROVIDE CLEANGOTS EVERY 100' AND AT ANY CHANGE OF DIRECTION EXCEEDING 135 DEGREES. LEGEND SYMBOL ABBR. DESCRIPTION S POC POINT OF CONNECTION — — S SOIL OR WASTE BELOW FLOOR OR GRADE V SANITARY VENT — - CW COLD WATER (DOMESTIC) —I----- RP BACKFLOW PREVENTER (REDUCED PRESS. TYPE) —'a---- BV BALL VALVE PRV PRESSURE REDUCING VALVE COTO CLEAN-OUT TO GRADE CL CAPPED LINE C— —5--- GOWN OR DROP 0----0— UP OR RISE .I-G-------- HB HOSE BIBR VALVE ON RISE OR DROP 10 DIRECTION OF FLOW 11(13 AD AREA DRAIN A/C ABOVE CEILING AREA DRAIN O ABOVE FINISHED GRADE ACCESS PANEL ARCH ARCHITECT OR ARCHITECTURAL O BELOW GRADE BELOW NC CONCRETE NT CONTINUATION NTR CONTRACTOR A DIAMETER DOWN IS DRAWINGS ELECT ELECTRICAL LEV ELEVATION EXIST EXISTING DEGREES FAHRENHEIT FEE FINISH FLOUR ELEVATION FIN FINISH OR FINISHED FLB FLOOR ________ FT PEETORFOOT H GALLONS PER MINUTE H HEADER HORSEPOWER AC HEATING, VENTILATION, & AIR CONDITIONING INVERT ELEVATION V INVERT MAX MAXIMUM MECH MECHANICAL MFR MANUFACTURER MIN MINIMUM MTD MOUNTED C NOT IN CONTRACT NTS NOT TO SCALE NUMBER EN OPERATING PSI POUNDS PER SQUARE INCH PSIG POUNDS PER SQUARE INCH GAUGE PLEC PLUMBING OTY QUANTITY SHT SHEET sov SHUT- OFF VALVE SPEC SPECIFICATION SO VT SQUARE FEET OR SQUARE FOOT STRUCT STRUCTURAL TEMP TEMPERATURE TYP • S TYPICAL • S VTR VENT THROUGH ROOF W.C. INCHES WATER COLUMN • • S S S S • PIPE MATERIALS SCHEDULE DOMESTIC WATER PIPING ABOVE & BELOW GRADE, INSIDE BUILDING: I. TYPE L COPPER ITJBING, HARD DRAWN CONFORMING TO ASTM B 88, WITH WROUGHT COPPER SOLDER SWEAT FiTTiNGS CONFORMING TO ASTM B 16.22. 2. ANY WATER PIPING LOCATED BELOW GRADE SHALL BE TYPE K COPPER TURING ANNEALED, WITH BRAZED JOV'ITS WRAPPED IN PE FiLM. SEWER WASTE & STORM DRAIN PIPING BELOW GRADE: SOLID-WALL PVC PIPE, ASTM D 2665, DRAIN, WASTE AND VENT PIPING. PVC SOCKET FITTINGS CONFORMING TO ASTM 0 2665, SOCKET TYPE, MADE TO ASTM D 3311 GRAIN, WASTE, AND VENT PATTERNS, INSTALL BELOW SLAB/GRADE PVC PIPING PER ASTM D 2321. SEWER, WASTE, VENT & STORM DRAIN PIPING BELOW FLOOR: CAST IRON'NO-HUB" CONFORMING TO CISPI 301 AND ASTM A 888, WITH NEOPRENE GASKET AND 300 SERIES STAINLESS STEEL CLAMPING DEVICE CONFORMING TO CISPI 310. SEWER WASTE & STORM DRAIN PIPING ABOVE GRADE: T. CAST IRON NO-HUB CONFORMING TO CISPI 301 AND ASTM A BOB WITH NEOPRENE GASKET AND 300 SERIES STAINLESS STEEL CLAMPING DEVICE CONFORMING TO CISPI 310. DRAIN PIPING: HEAVY DUTY, SHIELDED. STAINLESS-STEEL COUPLINGS: WITH STAINLESS-STEEL SHIELD, STAINLESS-STEEL BARDS AND TIGHTENING DEVICES, AND ASTM C 564, RUBBER SLEEVE. VENT PIPING: STANDARD, SHIELDED, CISPI 310 STAINLESS-STEEL COUPLINGS: WITH STAINLESS-STEEL SHIELD, STAINLESS-STEEL BANDS AND TIGHTENING DEVICES, AND ASTM C 564, RUBBER SLEEVE. - ---------------- / LOt —7 - ROUTE 2" VENT UP TIGHT TO COLUMN. (TAP or 2) - _ - k--- - - C I F4E)'IJMP NEW PLUMBING EQUIPMENT INDICATED ON THIS DRAWNG SHALL NOT BE INSTALLED IN UNITS OF CLASS 1 DIV 2 AREA 0 FROM EDGE OF PIT) ASPHYLT -SET WATER PRESSURE REGULATOR AT 80 Psi - Lzi 4- CO NEW WORK NOTES () CONTRACTOR SHALL LOCATE E13SI1NC WATER METER AND BACKFI,OW POCVENItO AND CONNECT NEW 3/4 CW DOWN STREAM OF EWS1TNG BATEFLOW PREVENTER. ROUTE NEW CW BELOW GRADE TO VEHICLE WASH DOWN BUILDING. () CONTRACTOR SHALL CONNECT BUILDING SEWER TO EXISTING SITE SEWER MAIN. CONTRACTOR SHALL HANK CUT EXISTING SEWER ON PROPERTY AND VERIFY INVERT ELEVATIONS PRIOR TO NEW INSTALLATON OF PIPING. CONNECT 3/4- COLD WATER LINE TO OVER HEAD WASH WAND. (SEE ARCH.) EXCAVATION NOTES CONTRACTOR SMALL PROVIDE A SITE UTILITY LOCATOR SERVICE TO IDENTIFY ANY AND ALL UNDERGROUND U1TUTY CONFLICTS IN RELATION TO TRENCH EXCAVATION, NEW PIPE INSTALLATION, AND BACKFILL REQUIREMENTS. CONTRACTOR SHALL MEET WITH BUILDING OWNER AND INSPECTOR PRIOR TO ANY TRENCH WORK. CONTRACTOR SHALL PROVIDE EXACT TRENCH ROUTE SHOP DRAWINGS, OVERL,NTEO WITH THE SITE UTILITY LOCATOR UTILITY LOCATIONS FOR OWNER'S REVIEW PRIOR TO MEETING. CONTRACTOR SHALL HAND DIG IN ALL AREAS WITHIN 60 OF EXISTING U11UTES, AS DISCOVERED DURING GTE UTUI'Y LOCATOR. CONTRACTOR SHALL NOTIFY BUILDING OWNER/PROJECT MANAGER 14 DAYS PRIOR TO ANY EXCAVATOR. CONTRACTOR SHALL FOLLOW ALL APPLICABLE CODES AND REGULATION GUIDEUNES FOR EXCAVATiON, TRENCHING, BACKFILLING, AND COMPACTOR. S..... •• S • • S.. S ...... • • . I— . S • .. S. S cr • • LI.I .1-.. .S-%. S • z,..• • .• Li' .<• 4- LLP 66 - .- -- • . Li O. co 1ZU w- (I >o =< zi ID ,sOlZ "—I - u _j Q J Dote Nued 07.08.2016 REVISIONS ------------ ------- // PLUMBING VEHICLE WASHDOWN - SITE PLAN 1 FINAL SUBMITTAL ñrr ?H N - (i 9/16 J) Job No. OMWD-006 Sheet No. P1.1 PARTIAL SITE PLAN SOUTH ELECTRICAL SYMBOLS TO EXISTING (3 EXISTING LIGHT FIXTURE LOCATION. FIXTURE TO BE ________________________________ LIUH I RELOCATED TO PERMIT INSTALLATION or NEW WASI I RACK. () ELECTRICAL DEMOLITION WORK NOTE. SEE SHA SEE SHEETE STANDARD PROVIDE NEW POLE BASE AND ELECTRICAL SERVICE AS NOTE COLUMN SAME SHEET INDICATED. DISCONNECT AND RELOCATE EXISTING POLE POLE BASE, REMOVE WIRE BACK TO SERVING GRADE BOX COLUMN SAME SHEET AND ABANDON CONDUIT IN PLACE. WALL --A--- EXISTING SITE UNDERGROUND (3 PROVIDE 3#8 & 1#8 GND IN EXISTING SPARE CONDUIT. ELECTRICAL TO BE ABANDONED (3 CUT AND PATCH EXISTING AC PAVING TO PERMIT INSTALLATION - EXISTING SITE UNDERGROUND OF NEW UNDERGROUND FEEDER TO PAD. PROVIDE 2"C, 3#8 & 1#8 ELECTRICAL TO REMAIN FOR EN 61 CMU 11 u GND. PLAI WALL 11 STATION SEE E-2 WASH AND FIXTURE TO NEW BASE LOCATION. DEMOLISH EXISTING (3 ELECTRICAL NEW WORK NOTE. SEE NOTE - it BOX. EQUIPMENT STIN G4 (3 PROVIDE NEW 2" CONDUIT ENTRANCE INTO EXISTING GRADE EXISTING SITE ELECTRICAL STANDARD APPROXIMATE EXISTING POWER PULLBOX LOCATION, FIELD Ell 7 11 -f- CIRCUIT BREAKER (SINGLE LINE DIAGRAM) VERIFY cr (3 LIGHT 1"C, 4#12 AND 1#12 GND FOR DISPENSER POWER. ® JUNCTION BOX E 0. O3, SEE SHEET E-3 "DEMOLITION WORK" (3 1"C CONDUIT ONLY FOR CONTAINMENT, AND FUEL LEVELS MOTOR _______________ I— ANDARD II) DISCONNECTION-OF-E-XI CONDUCTORS. COORDINATE STUB UP LOCATION WITH TANK E FUEL TANK AND DISPENSER INSTALLER. Eu DISCONNECT SWITCH. F INDICATES t 0 U EQUIPMENT AT BUILDIN REA FUSING 1"C CONDUIT ONLY TO DISPENSER CONTROL STAND. -. GFI dj GFI DUPLEX RECEPTACLE OUTLET p5 10 12 PROVIDE A FUEL TANK GROUNDING SYSTEM SIZED TO MOUNTING AND HEIGHT AS NOTED 0 C,:2 00 0 ACCOMMODATE DIMENSIONS OF PIT. PROVIDE 3/4" X 10-0" u COPPER CLAD STEEL GROUND RODS SPACE 40" rROM - JUNU FION bOA. N - LIMITS OF CLASS 1 DIV 2 AREA OUTSIDE EDGE OF CONTAINMENT PIT WALLS AT EACH CORNER (20-0" FROM EDGE OF PIT) I OF PIT. TOP OF RODS AT 24 BELOW GRADE. INTERCONNECT m VS S S ..- H CARD READER RODS WITH #4/0 BARE COPPER CONDUCTOR 24" BELOW GRADE EXOTHERMICALLY WELDED TO TOP OF RODS. PROVIDE #4/0 -EiE SECURITY SYSTEM KEY PAD —" I - BARE COPPER GROUND BONDS TO TANK OPPOSITE SIDES. DISPENSERS, CONTROL PEDESTAL STAIRS, AND ALL METALLIC - TOGGLE SWITCH. COMPONENTS EXCLUDING CONDUITS. CONDUCTORS SHALL —GUT TIE P11 (3 EXISTING PB NOT PENETRATE PIT CONTAINMENT SYSTEM. ABOVE GRADE I WIRING OR CONDUIT BONDS SHALL BE MECHANICAL TYPE. EXPOSED. (3 INTERCEPT EXISTING 1'C,2#10&1#10 GND (CIRCUIT DP1A, 19,21). --- WIRING OR CONDUIT CONCEALED ('GAR L. OLIWR Cl PROVIDE GRADE BOX WITH TRAFFIC COVER. STUB CONDUITS UNDERGROUND, .. UP INTO BOX. PROVIDE NEW CONDUIT AND CONDUCTORS RELOCATED POLE. PROVIDE NEW CONDUCTORS FROM _________ REK 5-31-17 1-2-CONDUIT. S RELOCATED POLE TO EXISTING POLE. CONDUIT HOMER . UN TO PANELBOARD. Pt( RE LETTER AND NUMERALS INDICATE OF (3 PROVIDE 1"C,2#10 & 1#10 GND (CIRCUIT DP1A, 19,21)TO 1,3 ELECTRICAL PANEL AND CIRCUIT MAINTAIN EXISTING NORTH LOT LIGHTING NUMBER. (3 INTERCEPT EXISTING 1"C,2#10&1#10 GND (CIRCUIT DP1A, CROSS LINES ON CONDUIT RUNS INDICATE 19,21). PROVIDE GRADE BOX WITH TRAFFIC COVER. STUB NUMBER OF #12 CURRENT CARRYING CONDUITS UP INTO BOX. PROVIDE NEW CONDUIT AND CONDUCTORS CONTAINED THEREIN. TWO CONDUCTORS REROUTED TO AVOID CLASS 1, DIV 2 AREAS. #12 AND ONE #12 GROUND WIRE ARE - - STUB NEW CONDUIT INTO EXISTING GRADE BOX AT POLE INDICATED WHEN CROSS LINES ARE NOT .. FOR TYPICAL DETAILS OF C S I - - - - - BASE. SHOWN. NUMERALS ADJACENT TO CROS DIV 1 &2 CONNECTIONS SE LINES ON CONDUIT RUNS INDICATE SIZE O CONDUITS SHALL CONTAIN ONE GROUN CONDUCTORS AND CAP CONDUIT AT LOCATIONS INDICATED WIRE SIZED PER N.E.C. BUT DETAILS SHEET E-3 EXISTING PB (3 EXISTING CONDUIT TO BE ABANDONED IN PLACE. REMOVE CONDUCTORS IN LIEU OF #12. ALL • S TO REMAIN. NOT SMALLER THAN #1 95, a ' SHALL BE 90 DEGREE RATED. EACH SINGLE PHASE CIICt.1J-IALL HAV • Lqjj ITS OWN DEDICATED NEURALNHEN . CONNECTED TO A SINGLE•Pp BREAKER.• 3 #12, l6mm(1/2")C.• • 0 . • • 1•f•f '. . S 4 #12, l6mm(112"C.) •Q.. L2-2"CONDUIT SPARE 6 #12,2lmrn(3/4") C. ... ...... . S < za 0 S 9:.- 111 610 EXISTI PANELBOARD DPi, 40A, 277/480V-30-4W 1 < 35KA-1"i z It V _J ) JO o 2 fl1lks,0d 11 fl42fl1R REVISIONS EXISTING BUILDING J 7 22KAIC II-............I- ,TILLBX——EXISTINGPANELBOARD _ DPIA, 100A 27/4OW N. 1344 Job No. OMWD-006 Sheet No. THE ENGINEERING PARTNERS, INC COVSULTIVG ISNGINEEJ9S ED PARTIAL SITE PLAN SOUTH 0 EP11858)924-1761______________________________________________________________ 0565 (154PLESSTIOIIET, WIrE E-1 S.INDUSGO. C.4 02121 SCALE: 1°=20-0" f4X(858) 823.4768 PROVIDE 30 KVA NEMA 3R TRANSFORMER 480V -120-208V -30-4W PROVIDE 45A-3P BREAKER IN ,—PQVIOE 2"0.308 & 1W GROUND EXISTING 450A BOARD. BREAKER / FROM EXISTING BOARD TO PROVIDE RACK MOUNTED SHALL MATCH EXISTING BOARD / EXISTING PULLBOX. 1201258V -30-4W NEMA 3R MA8lurAcTuErl AND AIC RATINOD / PANFI RTIAPfl IS PIll F YFE FOR POWER PAD ELEVATION TO MAINTAIN UL t.ABELING. —s I ( SCHEDULE THIS SHEET. SEEDETAILTHISSHEET-1 4 E-2 r LYLi- 4214,;--i I RACK I I li/ISlE MOUNTED EOA-3P wp VA PROVIDE ;54 FUSED DISCONNECT 3P -3 FRAME DPIA EXISTi'JG FUSED AT 45A BREAKERS PULL 13OX _J "SWITCH & PROVIDE 1 1/4"C.4#2 \PULL 60)( mJ41 BOX 1/ STEEL GROUND ROD. BOND TO PANEL AND RACK SYSTEM WITH 1 #8 COPPER \ 3O8lWGROUND GND EX ISTO4G CONDUIT AND PULL PROVIDE 23#8& 188 GROUND ST:NG 2" CONDUIT BOX SYSTEM.FROM EXISTING PULLBOX TO Pt-IL Pill. NEW DISCONNECT LOCATION WASHIFUEL PANEL 208Y/12OV, 30.4W SURFACE NEMA 3R IWWI1U.]*'J[.VIIlLEtU:',.1IIZEll] IUS.45bV,XW Imm - - - -. SINGLE LINE DIAGRAM E-2 SCALE: NONE UNDERGROUND TO POWER PAD PANEL -I PROVIDE EMERGENCY SHUT OFF TO NEW PAD SEE SWITCHES SHALL BE MANUAL SHEET E-1 FOR RESET AND RED IN COLOR ROUTING POSSIBLE LOCATION FOR TANK CONTROL '1 MONITORING PANEL. BY OTHERS. I EQUIPMENT AND INSTALLATION BY / OTHERS / PROVIDE WEATHER PROOF I GASOLINE DISPENSER / EMERGENCY SHUT OFF SWITCH—_ ç PROVIDE WEATHERPROOF DIESEL DISPENSER EMERGENCY SHUT OFF SWITCH PROVIDE 1" PVC COATED RGS WITH SEALOFFS TO PEDESTAL FOR DISPENSERS LEVEL ,-+.. ,,---. 4#12&1#I2GND PROVIDE POST TO 10-0" ABOVE PAD AND MOUNT ANTENNA, STRAP CABLE TO POST 1 0" EMERGENCY SHUT- OFF -- iL ....... . ..... .... ... . PROVIDE I III III I \ RELOCATED SITE LIGHTING PROVIDE VAPOR TIGHT PLASTIC BODIED FLUORESCENT FIXTURES SURFACE MOUNTED TO PURLINS. PROVIDE FIXTURES WITH CLEAR LENSES. ALL INTERCONNECTION CONDUIT SHALL BE RIGID GALVANIZED STEEL PROVIDE WEATHERPROOF SWITCH AT SUPPORT COLUMN 1 ENLARGED PLAN - WASH RACK E-2 SCALE: 1/4"=1'-O" TO NEW PAD SEE SHEET E-1 COORDINATE EXACT CONDUIT \ RE N WITH FUEL )_) SYTEM CONTRACTOR PRIOR TO JGH IN. r- RECONNECTION OF / CONTAINMENT SENSOR BY SYSTEM CONTRACTOR D0 NOTE" ALL WORK WITHIN PIT 2 ENLARGED PLAN — FUELING STATION E-2 SCALE: NONE EjJEj,) ST LIB 1"C UP AND CAP. ETENSION TO TANK 1ONITORING POINT BY SYSTEM CONTRACTOR. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH SYSTEM CONTRACTOR ALL FUELING STATION RELATED WORK SHALL FOR CONDUIT WIRE AND EQUIPMENT SIZES SEE SINGLE LINE DIAGRAM ABOVE OMPLY WITH NEC 500., 501, 514 AND OTHER QUIRED ARTICLES. 0 R EMERGENCY SHUT-OFF SWITCHES SHALL ALSO DISCONNECT NEUTRALS. NOTE: CONDUIT SEALS HAVE REDUCED % FILL RATING, MAINTAIN FILL RATING OF SEAL-OFF BY PROVIDING 4 ELEVATION — POWER PAD CONDUIT REDUCERS AND LARGER SEAL -OFFS WHERE E2 SCALE: NONE REQUIRED. PROVIDE IDE ALL CONDUITS BETWEEN CONTROL PEDESTAL WITH WITH PULL ROPES. RECONNECTION OF Fl SENSORS BY SYSTEM CONTRACTOR TOTAL CONNECTED VA= 3 KVA Ivu - + 25% LCL - I KVA I") PROVIDE CVI TYPE BREAKERS TOTAL 4 KVA CONNECTED LOAD + 10 A = MINIMUM FEEDER SIZE 12 A PROVIDE RED COLORED SIGN WITH 'EMERGENCY SHUT OFF" AND ARROW IN WHITE LETTERING NOTE: CONDUIT SEALS HAVE REDUCED % FILL RATING, MAINTAIN FILL RATING OF SEAL-OFF BY PROVIDING CONDUIT REDUCERS AND LARGER SEAL -OFF WHERE Cl) REQUIRED. ..J PROVIDE CONCRETE HOUSEKEEPING PAD Dote Issued 11.04.2016 REVISIONS G1tSS/a S. Or Mffi EPI THE ENGINEERING PARTNERS, INC. COXSULTI,YG £YGINEER.S 9563 ICIPLESSTREET. SUITE 100 SAN DIEGO. c.4 92121 (838)624-1761 FAX(858)824-17" 140-8E Job No. OMWD006 Sheet No. E-2 PROVIDE 24W X 24"H X 10" DEEP . . w -NEMA 4X CONTROL PANEL WITH . HINGED PAD LOCKABLE COVER AND STEEL BACKBOARD ON • INTERIOR. SEE DETAIL SHEET E-4 FOR ADDITIONAL INFoRMA:I!:': • : t 4• • PROVIDE GFI WE THER • •• • PROOF DUPLEX ECEPTALE . a PROVIDE NEW NE MA 3R 4LARD LLJ "WASH /FUEL PA EL" •. . • a... . - PROVIDE POWER PAD U L..J-414 NEW V :. . DISCONNECT SWITCWD s-a..-,.. -Jo Z PR0VIU ARCH 8"CMU WALL. SEE w - - CD << w z •J PLANS 0 PROVIDE CONDUIT FROM FUELING STATION - ' ,. ID QD CONTROL PEDESTAL 1"PVC COATED RDf . 11 IIIIM ThANSFORM LSEA EIJ W/SEAL-OFF. PROVIDE PULL ROPE. -'.. OFF FITTING PROVIDE CONDUIT FROM FUELING STATION T'1 SENSORS STUBUP LOCATION1" PVC COATED - - RIGID W/SEAL-OFF, PROVIDE PULL ROPE. — PROVIDE 30X18 CONCRETE PULL BOX WITH -' TRAFFIC COVER IN FRONT OF PAD WITH FOUR (4)1" CONDUIT SPARES STUBBED INTO PROVIDE 3/4"C 2#12 &1#12 GND Pt1Y FOR FUTURE io USE TO WASH RACK LIGHTING, EXPLOSION PROOF LB FITTINGS SEAL-orr - CLASS 1, DIV 2 AREA ALL CONDUIT AND FITTINGS ABOVE GRADE ARE REQUIRED TO BE THREADED RGS CONDUIT. PORTIONS OF ROE BELOW CRADE ARE TO BE PVC COATED. TO I GRADE PROVIDE SEAL OFFS AT ALL UNDERGROUND CONDUITS AT OR FROM CLASSIFIED CLASS 1, DIV2 AREA GRADE FOR PVC CONDUIT - ___________ PROVIDE MIN 2' U CONCRETE . ALL CONDUIT AND FITTINGS ENCASEMENT PER NEC II ABOVE GRADE ARE REQUIRED TO 501.10(A),1 EXCEPTION C14 BE THREADED RGS CONDUIT. JJ PORTIONS OF RGS BELOW GRADE ARE TO BE PVC COATED. 24 PRIOR TO EMERGENCE FROM BELOW GRADE CONVERT TO PVC (7 TYPICAL SEAL-OFF DETAIL COATED RIGID CONDUIT SCALE: NONE \ "C DISCONNECT AND REMOVE ALL EQbIPMEI CONNECTIONS REMOVE CONDUCTOSR ALL SURFACE MOUNTED CONDUIT / FUEL LEVEL SENSOR DISCONNECT AND REMOVE PUMP POWEF'4ND MONITORING POWER C ND. öOS. DISCONNECT AND ./JOVE SURFACE MOUN1E1DUITS. DISCONNECT AND RE1OVE CONTROL MONITORINF\ANEL POWER CONNECTION .. CONG \ .v" / ..,4..METL P2LSLY 115.98 TP PBX? SEE ARCHITECTURAL FOR LOCATION OF PIT AND STRUCTURAL PLANS FOR CONSTRUCTION G TYPICAL CONDUIT ENTRANCE INTO PIT AREA SCALE: NONE CONDUITS FOR TANK MONITORING CONTROL NOT SHOWN CONTAINMENT ALARM/MONITOR CONDUIT SEAL OFFS AND OTHER CLASS I DIV 2 REQUIREMENTS NOT SHOWN BUT ARE REQUIRED. 5" DS _-CURB WALL CONDUIT REQUIREMENTS AND STUBUP LOCATIONS TO BE VERIFIED WITH AND COORDINATED WITH FUELING SYSTEM CONTRACTOR. CONTROL /777 PEDESTAL 8OPVC DRN DISPENSER DISPENSER FUELING SYSTEM DISPENSER 2ND REMOVE POWER (FUELING SYSTEM CONTRACTOR) AND CONTROL TO BE FURNISHED T CONDUITS AND AND INSTALLED BY OTHERS 0 ROM CONTROL 0 DISPENSERS. Wm AC DISCONNECT AND REMOVE CONTROL MO IN — RS-485 CONFIGURED 2 PAIR SHIELD-24A CABLS FROM CONTROL PEDESTALJOS(RVERfiOOM. \( / DISCONNECT AND EMOEURF.'CE MOUNTED CONDUIT ANQ.ABANDc,N-RLMAINDER IN PLACE. \ E-3 EMOLITION WORK SCALE: NONE 116.60 TG \\ /11663 TO / (I) -J a. a a — 4;. • t$.. 'o •_) . 4LO IS 2, >-•-•-p. ..•• - . .. .. . c. 2! 1-0 ZtJ zS %_,I w V) > ID w < _l w J o Dote I0000d 11.04.2016 REVISIONS Job No. OMWD-006 Shoot No. E-3 iC 2#12 & 1#12 GND. PROVIDE 36 SLACK COILED CONDUCTORS EACH END OR AS DIRECTED BY FUELING SYSTEM - 1C ONLY FOR CONTROL CONDUCTC CONDUCTORS BY FUELING SYSTEM 1°C 4#12 & 1#12 GND. (TWO 20A CIRCUITS) PROVIDE 36° SLACK COILED CONDUCTORS AT CONTROLLER OR AS DIRECTED BY FUELING SYSTEM CONTRACTOR. iC ONLY FOR CONTROL CONDUCTORS. CONDUCTORS BY BY FUELING SYSTEM CONTRACTOR. I a..... I a •• 'a 1°C 2#12 & 1#12 GND. PRQVID36 I SLACK COILED CONDUCIPOPPIS MICH END OR AS DIRECTED BY FUELING S'STEM .1 CONTRACTOR. a "- IC ONLY FOR CONTROL"DOCTORS CONDUCTORS BY FUELIIgC# gVTgM CONTRACTOR. a..... ELECTRICAL POWER PAD -------------------------------- ----- ---------------- 3/4° C, RGS, 2#12 & 1#12 GND TO PANEL, EA. 1°C, CONDUIT ONLY, RGS PLASTIC COATED AT ABOVE 0 EMERGENCY SHUT OFF SWITCHES MANUAL RESET, 2-POLE. GRADE AND NON CONCRETE ENCASED BELOW GRADE LOCATIONS. INTALLATION OF CONTROL/MONITORING 3/4"C, RGS, 2#12 & 1#12 GND, EA. CONDUCTORS BY FUELING SYSTEM CONTRACTOR CAST WEATHERPROOF BOX WEATHER PROOF CONTROL PANEL FOR OMWD S. MONITORING SYSTEM EQUIPMENT SEE DETAIL SHEET E-4 No. 134 1°C, 4#12 l#12 GND RGS PLASTIC COATED AT ABOVE GRADE AND NON CONCRETE ENCASED BELOW GRADE LOCATIONS. FUELING CONDUIT DIAGRAM — NEW WORK. CONSUL lONG ENGINEERS ________ EPI 9565H:4PLESSTREET.Su,TE100 S3N DIEGO. C..t 92626 SCALE: NONE 353 873.9761 F_V(833) 324.1768 lSfl-gF PROVIDE BRACKET FOR MOUNT ANTENNA ON SIDE OF POST UP AT II APPROX 10'-0. VERIFY EXACT H REQUIREMENTS WITH OMWD POWER SUPPLY AND CORD FURNISHED AND INSTALLED BY OMWD - PROVIDE FOUR -PLEX RECEPTACLE— PROVIDE 120V CIRCUIT FROM PAD PANEL ED RADIO TRANSMITTER CABLE AND ANTENNA. CAT5E OUTDOOR WATERPROOF ETHERNET CABLE , CONFIGURATION BY FUEL STATION INSTALLER PROVIDE MINIMUM 24 COILED CABLE IN BOX PROVIDE 1" RIGID CONDUIT PROVIDE NEMA 4X CONTROL PANEL SEE DETAIL 4/E-2 WITH FUELING STATION (COVER SHOWN REMOVED FOR CLARITY) CONTROL SERIAL CABLE TO STATION CONTROL PEDESD --- -- ----- 1 FUELING STATION PAD DATA PANEL E-4 SCALE: NONE .t:;. • S..... • • (I) • .8.3. .. .5, ... : 00:0: .. ...• S . • S . . . S . • S S ••• SS•• • . . .... .<. ..• . • . • u- I •• S•___. S... • ... : • Zz, g<_fI W- — > 0 I LU U 0 Date Isoed 11.04.2016 REVISIONS 1344 9-1 OF US Job No. OMWD-006 Sheet No. ENGINEERING PARTNERS, INC CONSULTING ENGINEERS EPI THE 9565 lEA PLESSTREET SUITE ISO — SAN DIEGO. CA 91626 (858)824-1761 FAX(8S9) 824-1766 IAflRE SUBSTITUTION OF EQUIVALENT MANUFACTURES IS ACCEPTABLE - PROVIDE Shelter Options DRAWINGS & FOUNDATION DETAILS AT BID SELECT APPLICABLE ROOF TYPE: SELECT MODIFICATIONS TO A STANDARD: O MR (Metal Roof) XI INCREASE UTM HEIGHT: SPMR (Structural Panel under Metal Roof) 0 ADD ELECTRICAL CUTOUTS: 0 TGMR (Tongue & Groove under Metal Roof) 0 ADD CUPOLA: 0 SS (Standing Seam Roof) 0 ADD ORNAMENTATION: SPSS (Structural Panel under Standing Seam) TGSS (Tongue & Groove under Standing Seam) 0 El ADD BENCHES: ADD HANDRAILS: O SPAS Structural Panel under Asphalt Shingles) 0 SPCS (Structural Panel Cedar Shingles) under SPCH 'Structural Panel under Milled Cedar Shingles) SELECT CUSTOMIZATION: 0 IGAS 0 TGCS Tongue & Groove under Asphalt Shingles) (Tongue & Groove under Cedar ShingTesl IXI INCREASE UTM MORE THAN 2': 15 HT El TGCH (Tongue & Groove under Milled Cedar Shingles) 0 CUSTOM COLUMNS: El LATIA Fe metal stick style) o CUSTOM PITCH: 0 TRELLl 0 ADD E-COATING FRAME: O ADD GALVANIZING FRAME: SEE ATTACHED ENGINEERED DRAWINGS "Poligon Sheets CS, 1, 2, 2.e?ftlêj 51 5.11 Poligon Product Specification Form by PORTER CORP PORTERCORP, 4240 N. 136th AVE. HOLLAND, Ml 49424 COVER www.poligon.com 800-354-7721 SHEET I ORDER FORM ELEVATION VIEWS STRUCTURAL FRAME ANCHOR LAYOUT PROJECT LOCATION:OMWD WASH DOWN/FUEL PUMP CUSTOMER NAME:OLIVENHAIN MUNICIPAL WATER DISTRICT E-MAIL:_________________________________________________ COMPANY: 61 6.1 & 6.2, Calulations Rectangle Standard Sizes BIN W I BAY SIZE REK 16 24 20 REK 16 34 30 REK 16 44 20 REK 20 24 20 REK 20 34 30 REK 20 44 20 REK 24 24 20 REK 24 34 30 REK 24 44 20 REK 24 64 20 REK 24 84 20 REK 30 34 30 Refer to www.poligon.Com download area for: FOOTING AND ANCHOR INFORMATION COLUMN STYLE OPTIONS CUPOLA OPTIONS ORNAMENTATION STYLE OPTIONS INTEGRATED BENCH OPTIONS MISCELLANEOUS OPTIONS COLOR CHARTS PORTERCORP MANUFACTURES AND DELIVERS PRODUCT IN STRICT COMPLIANCE TO GOVERNING BUILDING CODES. BIN W L BAY SIZE REK 30 44 20 REK 30 64 20 REK 30 84 20 REK 30 104 20 REK 40 44 20 REK 40 64 20 REK 40 84 20 REK 40 104 20 REK 50 64 0 0020. REK 50 84 ...... : .. .... REK 50 14 20 • 0 ...• S. • . . S • S • SHELTER N'L; 0 S..... RECTA14GL• • I_. • REK .•.... • ..• S •••• SCALE: I REV LEVEL: I DA1' • 1:120 I A I 1/7/2008 P 0 0 — 0 0 @FAR'"k APCHIT~CftUr,~ Designs and Calculations of Poligon buildings are protected under copyright laws and patents and may not be used in the construction or design of a building that is not supplied by Poligon. by PORTER corn' PORTERCORP, 4240 N. 136th AVE. HOLLAND, MI 49424 SHEET www.poligon.com 800-354-7721 COVER SHEET R-1 ADDRESS: ADDRESS CITY: STATE: ZIP: PHONE: FAX:_________________ WIND LOAD: NOW LOAD:_____________ SEISMIC DESIGN: BLDG CODE: FRAME COLOR:_____________________________ ROOF COLOR:_____________________________ REK 20 MATRIX 20X24 20' BAY 20X34 30' BAY 20X44 20' BAYS Copyright laws protect the style and visual appearance of the structure while patents may protect other parts of the design. 24-0' REF. 20-0' REF. )E 1'l I..... • • • • S • S S S S..... S SS S S S S 24 GA., GALVAL KYNAR 500 PAIN ROOFING PANEL MATRIX FOR AV/ COLORS. ROOFING TRIM 15 TO ROOF. EAVE REINFORCED Wfl GALVANIZED INNER CHANNEL FOR ADDITIONAL EAVE SUPPORT. THE STRUCTURE SHOWN IS SUBJECT TO ON-GOING DESIGN REVIEW AND UPDATE. EXPECT SOME CHANGES TO MATERIAL SIZES AND GENERAL DIMENSIONS. ONLY USE DRAWINGS PROVIDED WITH ENGINEERED STRUCTURES FOR CONSTRUCTION. SEE FINISHES / ROOFING PAGE FOR: FRAME FINISH OPTIONS POWDER COAT AND ROOFING COLOR SELECTION TONGUE & GROOVE, STRUCTURAL INSULATED PANEL AND METAL ROOF OPTIONS OTHER ROOFING OPTIONS SEE ORNAMENTATION PAGE FOR: ORNAMENTATION PATTERNS RAILING PATTERNS COLUMN OPTIONS CUPOLA OPTIONS THIS SHELTER PROVIDES 480 SQ. FT. OF SHADE. NOTE: THIS IS A PLANNING LEVEL DRAWING. d z 0 0 U 0 C, ,- 0 U C) z 0 z 24' AND 34' (20' AND 30' BAY LENGTHS) ARE STANDARD SHELTER LENGTHS FOR SINGLE BAY UNITS. 20' IS THE STANDARD BAY LENGTH FOR MULTIPLE BAY INSTALLATIONS. CUSTOM SHELTER LENGTHS TO SUIT SITE AND USE REQUIREMENTS ARE ALSO AVAILABLE. protect the style and visual appearance of the structure while patents may protect other parts of the NOTE: THIS IS A PLANNING LEVEL DRAWING. RUCTURE SHOWN IS SUBJECT TO DING DESIGN REVIEW AND E. EXPECT SOME CHANGES JERIAL SIZES AND GENERAL SIONS. ONLY USE DRAWINGS DED WITH ENGINEERED lURES FOR CONSTRUCTION. 'E BEAi L/-\vc D1AM PU RLI N (JRI IN IDGE )GE BE V4IPRES. USS d z 0 0 0 0 0 0 >- 0 0 0 z in .... S S... •••••è • •• S. ••- • • •••••• •••• ••••• I S I S S S S owl I S S I S z ....# . I 555111 5 I I 51551 SIIS SI S 15555 REK 20 MATRIX rllNl.)n L'L 20X24 20' BAY 20X34 30' BAY 20X44 20 BAYS REKS ARE AVAILABLE IN SINGLE OR MULTIPLE BAY LENGTHS. FRAME AND ORNAMENTATION FINISH: MEMBERS SHOT BLASTED TO NEAR WHITE CONDITION (SSPC SP-10), WASHED AND SEALED IN A PHOSPHATE SPRAY, COATED WITH SUPER DURABLE TGIC POLYESTER POWDER AND OVEN CURED. SEE COLOR MATRIX FOR AVAILABLE COLORS. OPTIONAL UNDERCOAT: EPDXY E-COAT SYSTEM, USING FULL IMMERSION ELECTRO-DEPOSITION PROCESS. Copyright laws protect the style and visual appearance of the structure while patents may protect other parts of the 5'-7 3/8 REF. 0 0 NOTE: THIS IS A PLANNING LEVEL DRAWING. THE STRUCTURE SHOWN IS SUBJECT TO ON-GOING DESIGN REVIEW AND UPDATE. EXPECT SOME CHANGES TO MATERIAL SIZES AND GENERAL DIMENSIONS. ONLY USE DRAWINGS PROVIDED WITH ENGINEERED STRUCTURES FOR CONSTRUCTION. REFER TO ANCHOR AND FOOTING DOWNLOAD SHEETS FOR GENERAL INFORMATION ON BOTH ANCHOR ATTACHMENT AND TYPICAL FOOTING TYPES. ANCHOR ATTACHMENT AND FOOTING DESIGNS ARE SITE AND SITUATION SPECIFIC AND ARE INTEGRAL TO THE FINAL SHELTER DESIGN. DO NOT POUR FOOTING OR INSTALL ANCHOR BOLTS WITHOUT JOB SPECIFIC ANCHOR AND FOOTING DESIGN ci DRAWINGS. ALL POLIGON COLUMN ANCHORING SYSTEMS ARE OSHA COMPLIANT. I..... • • S S • • • • Coovriaht laws orotect the stvip ennenrenee nf the qtri,r.tinre while natentc mew nrntert niher narts of the desion '0 0 (N KA ADDITIONAL CRITERIA: NONE 0 6~_7_) (2) 0 0 0 A DI..lsion of PORTERCORP 4240 N. 136th AVE HOLLAND, MI 49424 (616) 399-196 Designs and celoia4cna of Potigon buildings we protected under copyright tw.sa and patents and may not be used in the construction or desIgn of a building that Is not supplied by Pot Igon. CopyrIght laws protect the style and visual appearance of the structure while patents may protect other parts of the design. PATENTED M?OR PATENTS PENDING COPYIUGHT 2014 PORTERCORP HOLLAND, MI 49424 OLIVEHNAIN MWD WASH BAY PROJECT NAME: & FUEL PUMP RELOCATION PROJECT LOCATION: ENCINITAS, CA BUILDING TYPE: REK 20x24 ROOF TYPE: MULTI-RIB BUILDING NUMBER: 15711 -ORDER NUMBER: 59546 DRAWING LIST: SHEET NUMBER DRAWING DESCRIPTION CS COVER SHEET 1 ARCHITECTURAL ELEVATIONS 2-2. ANCHOR AND FOOTING LAYOUT / DETAILS 3 STRUCTURAL FRAMING PLAN 4-4.1 FRAME CONNECTION DETAILS 5-5.1 ROOF LAYOUT 6-6.2 IROOF CONNECTION DETAILS MANUFACTURER NOTES: MATERIALS: DESCRIPTION ASTM DESIGNATION TUBE STEEL A500 (GRADE B) SCHEDULE PIPE A53 (GRADE B) RMT PIPE A519 LIGHT GAGE COLD FORMED A1003 (GRADE 50) STRUCTURAL STEEL PLATE A36 ROOF PANELS (STEEL) A653 ANCHOR BOLTS SEE SHEET 2.1 GENERAL NOTES: UNLESS NOTED OTHERWISE, THIS STRUCTURE WAS DESIGNED To ONLY SUPPORT WHAT IS SHOWN ON THESE DRAWINGS. POLIGON MUST BE CONTACTED IF ANYTHING ELSE IS TO BE ATTACHED TO THIS STRUCTURE (WALLS, COLUMN WRAPS, RAILINGS, ETC.) SO THE. DESIGN OF THIS STRUCTURE CAN BE REVIEWED AND POSSIBLY REVISED. UNLESS NOTED OTHERWISE, THIS STRUCTURE WAS DESIGNED ASSUMING A 20' SEPARATION BETWEEN ANY ADJACENT STRUCTURE WITH AN EAVE HEIGHT EQUAL TO OR GREATER THAN THE EAVE HEIGHT OF THIS STRUCTURE. IF THAT SEPARATION DOES NOT EXIST, POLIGON MUST BE CONTACTED SO THE DESIGN OF THIS STRUCTURE CAN BE REVIEWED AND POSSIBLY REVISED. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED, AND ERECTED IN ACCORDANCE WITH THE LATEST EDITION OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) SPECIFICATION MANUAL. ALL WELDING IS PERFORMED BY AMERICAN WELDING SOCIETY CERTIFIED WELDERS AND CONFORMS TO THE LATEST EDITION OF AWS D1.1 OR 01.3 AS REQUIRED. PARTS SHOWN MAY BE UPGRADED DUE TO STANDARDIZED FABRICATION. REFER TO THE SHIPPING BILL OF MATERIALS AND FINAL INSTALLATION INSTRUCTIONS INCLUDED WITH THE STRUCTURE FOR POSSIBLE SUBSTITUTIONS AND IMPROVEMENTS. FOR PROPER FIELD INSTALLATION OF THE BUILDING IT IS RECOMMENDED THAT THE PRIMARY FRAME INSTALLER AND THE ROOF INSTALLER HAVE A MINIMUM FIVE (5) YEARS DOCUMENTED EXPERIENCE INSTALLING THIS TYPE OF PRODUCT. FOR PROPER FIELD INSTALLATION OF THE BUILDING IT IS RECOMMENDED THAT ELECTRIC WIRING, IF REQUIRED, BE RUN THROUGH THE STRUCTURAL MEMBERS BEFORE THE BUILDING IS ERECTED. FABRICATOR APPROVALS: CITY OF PHOENIX. AZ APPROVED FABRICATOR #CO8-2010 CITY OF LOS ANGELES, CA APPROVED FABRICATOR #1596 CITY OF RIVERSIDE, CA APPROVED FABRICATOR #SP06-0033 CITY OF HOUSTON, TX APPROVED FABRICATOR #470 CLARK COUNTY, NV APPROVED FABRICATOR #264 : STATE OF UTAH APPROVED FABRICATOR 02008-14 CERTIFICATES' MiAM..DADE COUNTY CERTIFICATE OF COMPETENCY NO. 16-1025.01 PCI (POWDER COATING INSTITUTE) 4000 CERTIFIED DESIGN CRITFRIA: GENERAL: 2016 CALIFORNIA BUILDING CODE RISK CATEGORY: H DEAD LOAD: ROOF DEAD LOAD: 2 PSF FRAME DEAD LOAD: SELF WEIGHT LIVE LOAD: ROOF LIVE LOAD: 20 PSF SNOW DESIGN DATA: GROUND SNOW LOAD (Pg): 5 PSF FLAT ROOF SNOW LOAD (P1): 5 PSF SNOW EXPOSURE FACTOR (Ce): 1.0 SNOW LOAD IMPORTANCE IACTOR (Is): 1.0 THERMAL FACTOR (Ct): 1.2 WIND DESIGN DATA: BASIC WIND SPEED (V): 115 MPH GUST EFFECT FACTOR (G): 0.85 INTERNAL PRESSURE COEFFICIENT (G p): 0 WIND EXPOSURE: C SEISMIC DESIGN DATA: STEEL ORDINARY CANTILEVER COLUMN SYSTEMS SEISMIC IMPORTANCE FACTOR (le): 1.0 SEISMIC DESIGN CATEGORY: E SEISMIC SITE CLASS: 0 SEE CALCULATIONS FOR ADDITIONAL DATA ...... . S j . S S S S . . S.. .. S... S ....•. ,ON4L IAER ? C 781316 - EXP 09/30;201 I S. U, . S 4- I t-IL LU UI LU Cie LU > 0 U S.. • S S I. * 0 U YN OF CCCAL 1) IF THOSE DRAwINGS ARE SEALED. THE SEAl. APPLIES ONLY TO CS I— E '0 70 Oa) o. V .c'1 1 — - '0 — — — 0 c(JZ $ d•S L1J• $ C •I * . • ••••.$ *•*e * I S I S • I _S • . I S .èSI S I •ss.s We C S C U- .... C • C C S cla .• . •. I >—. I. U, S... • I Si ro 55s4S 4 • ..e..S = a eI sS • > ? 4 C (_) _j EXP. I IF THESE DRAM NOS ARE 85A1.EO. THE SEAL APPLES ONLY TO EUII.DING COMPONENTS WLD FOIJNDA110N DESIGN IF APPUCAELI) DETPJLED LM1UN THESE DRAWINGS. I '0 C — 04 Lt) o 0 0 ( p... •o__1 U u_i... .. - (L —U SO - be S. S S a..... .... ... . S S S S S I _S S . S J SISP S I :040:0 -LL1 4. . . LL- 00 S S I • • S I. S • >- S. ..*. S 4 < *4040 5•SS9 • co T S..... p SlS S.. • . Sea_ 4<4 kP- uj 76816 =k H '?j6OFC 9L 16-0' 5'-73/8 REF. 0' ANCHOR AND FOOTING LAYOUT NOTES: co ANCHORS MUST BE CENTERED IN FOOTINGS FOOTINGS MUST BE TURNED TO ALIGN WITH COLUMN AND TRUSS CENTERLINE, __.1i7#Jv \4\' CMGS ARE SEALED. THE 5S*. APPLIES ONLY TO NENIS LARD FOUNOAnON DESIGN IF APPLICABLE) TAJLED F41CN T)SE DRARENGS, BUILDING TYPE: REK 20x24 MANUFACTURER NOTES: ROOF TYPE: MULTI —RIB MATERIALS: DESCRIPTION ASTM DESIGNATION TUBE STEEL A500 (GRADE B) BUILDING NUMBER: 15711 . SCHEDULE PIPE A53 (GRADE B) RMT PIPE A519 LIGHT CAGE COLD FORMED A103 (GRADE 50) ORDER NUMBER: 59546 STRUCTURAL STEEL PLATE ROOF PANELS (STEEL) A36 A653 ANCHOR BOLTS SEE SHEET 2.1 GENERAL NOTES: UNLESS NOTED OTHERWISE, THIS STRUCTURE WAS DESIGNED TO ONLY SUPPORT WHAT IS SHOWN ON THESE DRAWINGS. POLIGON MUST BE CONTACTED IF ANYTHING ELSE IS TO BE ATTACHED TO THIS STRUCTURE (WALLS, COLUMN WRAPS, RAILINGS, ETC.) SO THE DESIGN OF THIS STRUCTURE CAN BE REVIEWED AND POSSIBLY REVISED. UNLESS NOTED OTHERWISE, THIS STRUCTURE WAS DESIGNED ASSUMING A 20' SEPARATION BETWEEN ANY ADJACENT STRUCTURE WITH AN EAVE HEIGHT EQUAL TO OR GREATER THAN THE EAVE HEIGHT OF THIS STRUCTURE. IF THAT SEPARATION DOES NOT EXIST, POLIGON MUST BE CONTACTED SO THE DESIGN OF THIS STRUCTURE CAN BE REVIEWED AND POSSIBLY REVISED. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED, AND ERECTED IN ACCORDANCE WITH THE LATEST EDITION OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) SPECIFICATION MANUAL. ALL WELDING IS PERFORMED BY AMERICAN WELDING SOCIETY CERTIFIED WELDERS AND CONFORMS TO THE LATEST EDITION OF AWS D1.1 OR D1.3 AS REQUIRED. PARTS SHOWN MAY BE UPGRADED DUE TO STANDARDIZED FABRICATION. REFER TO THE SHIPPING BILL OF MATERIALS AND FINAL INSTALLATION INSTRUCTIONS INCLUDED WITH THE STRUCTURE FOR POSSIBLE SUBSTITUTIONS AND IMPROVEMENTS. FOR PROPER FIELD INSTALLATION OF THE BUILDING IT IS RECOMMENDED THAT THE PRIMARY FRAME INSTALLER AND THE ROOF INSTALLER HAVE A MINIMUM FIVE (5) YEARS DOCUMENTED EXPERIENCE INSTALLING THIS TYPE OF PRODUCT. FOR PROPER FIELD INSTALLATION OF THE BUILDING IT IS RECOMMENDED THAT ELECTRIC WIRING, IF REQUIRED, BE RUN THROUGH THE STRUCTURAL MEMBERS BEFORE THE BUILDING IS ERECTED, FABRICATOR APPROVALS: CITY OF PHOENIX, AZ APPROVED FABRICATOR #C08-2010 CITY OF LOS ANGELES, CA APPROVED FABRICATOR #1596 CITY OF RIVERSIDE, CA APPROVED FABRICATOR #SP06-0033 CITY OF HOUSTON, TX APPROVED FABRICATOR #470 CLARK COUNTY,NV APPROVED FABRICATOR #264 STATE OF UTAH APPROVED FABRICATOR 02008-14 CERTIFICATES: MIAMI-DADE COUNTY CERTIFICATE OF COMPETENCY NO. 16-1025.01 PCI (POWDER COATING INSTITUTE) 4000 CERTIFIED 21 0 0 0 0 A Division of PORTERCORP 4240 N. 13611, AVE HOLLAND, Ml 49424 (616) 399-1963 Designs and calculations of Poligon buildings are protected under copyright laws and patents and may not be used in the construction or design of a building that is not supplied by Poligon. Copyright laws protect the style and visual appearance of the structure while patents may protect other parts of the design. PATENTED AND/OR PATENTS PENDING COPYRIGHT 2014 PORTERCORP HOLLAND, Ml 49424 OLIVEHNAINMWD WASH BAY PROJECT NAME: & FUEL PUMP RELOCATION PROJECT LOCATION: ENCINITAS CA DRAWING LIST: SHEET NUMBER DRAWING DESCRIPTION CS COVER SHEET 1 ARCHITECTURAL ELEVATIONS 2-2.1 ANCHOR AND FOOTING LAYOUT /DETAILS 3 STRUCTURAL FRAMING PLAN 4-4.1 FRAME CONNECTION DETAILS 5-5.1 ROOF LAYOUT 6-6.2 IROOF CONNECTION DETAILS flFSIGN CRITFRIA GENERAL: 2016 CALIFORNIA BUILDING CODE RISK CATEGORY: II DEAD LOAD: ROOF DEAD LOAD: 2 PSF FRAME DEAD LOAD: SELF WEIGHT LIVE LOAD: ROOF LIVE LOAD: 20 PSF SNOW DESIGN DATA: GROUND SNOW LOAD (Pg): 5 PSF FLAT ROOF SNOW LOAD (PD: 5 PSF SNOW EXPOSURE FACTOR (Ce): 1.0 SNOW LOAD IMPORTANCE FACTOR (Is): 1.0 THERMAL FACTOR (Ct): 1.2 WIND DESIGN DATA: BASIC WIND SPEED (V): 115 MPH GUST EFFECT FACTOR (G). 0.85 INTERNAL PRESSURE COEFFICIENT (GCpi): 0 WIND EXPOSURE: C SEISMIC DESIGN DATA: STEEL ORDINARY CANTILEVER COLUMN SYSTEMS SEISMIC IMPORTANCE FACTOR (le): 1.0 SEISMIC DESIGN CATEGORY: E SEISMIC SITE CLASS: D SEE CALCULATIONS FOR ADDITIONAL DATA ADDITIONAL CRITERIA: z < Q_ > U - Z NONE '0 C c'l — I— to .... • ... 1 S. a::!I. , S S 5S55•• .... S S • O.t S. ri5 -. S S • UJ US LU 1rSS S • S . • 555555. S S O._ .. .. ...S •• S . = 55•. 5 S •• • CL U_I 00000 5•5S.. S S ..S5S • LL_ 06 ....s $ S.. > . S•• . ..< .. LU LU (f C78816 :E2 Lli EXP. 091302017 02 CIVIL 0 Z) SHEET CS IF THESE DRAWINGS ARE SEALED, THE SEAL APPLIES ONLY TO BUILDING COMPONENTS (AND FOUNDAI10N DESIGN IF APPLICABLE) DETAILED WITHIN THESE DRAWINGS. E 0 10 © __________ D L 24 -0 ,- tel01 1-0 !: 04 20-0' - : : LO di S... •<_.. .... c(L •O • •• S •< . S O_J S S S LU CL • L 66 rir - - ________________________________________________________________________ - - - • . : : • II VI VI II . S. S :. . 55 5 .. CL . II liii liii II -''-- - -.----- -,-- __1 •• LU 5 E5 1 ____________________________________________________________ 1 ui _________U.-i'1 r.. iT ...... • • 11 5 55555 S..... '-. Ub I ... S < •SS lID lI " + • 5 0REF •• 7-6" < > CLEAR 0 UJ T— 6" FINISH (ASSUMED AT GRADE ONSTANT ELEVATION UNLESS I: OTHERWISE NOTED) jT OF- CA IF -IN DRAWINGS ARE SEALED THE SEAL APPLIES ONLY TO BUILDING COMPONENTS (AND FOUNDATION DESIGN IF APPLICABLE)DETAILED PMThIN THESE DRAWINGS Ol ANCHOR AND FOOTING LAYOUT NOTES: ANCHORS MUST BE CENTERED IN FOOTINGS FOOTINGS MUST BE TURNED TO ALIGN WITH COLUMN AND TRUSS CENTERLINE. 16-0" 5'-7 3/8" REF. N 'N '0 0 04 N.. S..' LI) -S.. .... ....S 0<0 'O S.go • •O0 ••SS •••SS. S..... S u_._j öJS S . . . u_i. . S S•SS. S • S S S •S•S•S S • ••••• S... •S • CL . . S • S .. . •5 • J u_i .00 S.... I— .....• . • LL 06 •••••. S... • >_- • >_S S.. S < • i( S • S. 0 0 oO LL o o Lu (z C78616 \ I H Cj •) U EXR O9I30i2 , yJJ,/ 8 - d 0 1< Iz Ia ° SHEET APPUES ONLY TO 2 3IGN IF APPLICABLE) INGS. -7 F-2" as- SQUARE _ 2 ANCHOR BOLT PATTERN 2 BASE PLATE THICKNESS: 1" •• S S S . . S • ••.• S S • .. S ..• . S..... ANCHOR BOLT NOTES - FIXED BASE STRUCTURES (ANCHOR BOLTS LOCATED OUTSIDE COLUMN): ANCHOR BOLTS SHALL BE ASTM F1554 (GRADE 55) MATERIAL UNLESS OTHERWISE NOTED. U ANCHOR BOLTS SHALL BE EITHER "HEADED" OR "THREADED WITH NUT" AS DEFINED IN THE AMERICAN INSTITUTE OF STEEL 0 CONSTRUCTION MANUAL (PART 14), 13th EDITION. HOOKED ANCHOR BOLTS ARE NOT ACCEPTABLE. 12. ACCURATE ANCHOR BOLT PLACEMENT IS CRITICAL. TO ENSURE THE ANCHOR BOLT LAYOUT MEETS THE DIMENSIONS REQUIRED ON '0 THE DRAWINGS, SURVEY (OR MEASURE) THE LOCATION OF ALL ANCHOR BOLTS PRIOR TO POURING THE FOOTINGS. AN ADDITIONAL SURVEY (OR MEASUREMENT) SHOULD BE MADE AFTER THE FOOTINGS ARE POURED TO CONFIRM THE ANCHOR BOLTS DID NOT SHIFT DURING THE CONCRETE POUR. . POLIGON STRONGLY RECOMMENDS USING ANCHOR BOLT TEMPLATES BECAUSE THEY SIGNIFICANTLY IMPROVE THE ACCURACY OF ANCHOR BOLT PLACEMENT. IF OUTSIDE CONSULTING ENGINEERS ARE DESIGNING THE FOUNDATIONS FOR THIS STRUCTURE, THEY MUST REFER TO POLIGON CALCULATIONS FOR MINIMUM CONCRETE PROPERTIES (COMPRESSIVE STRENGTH, EDGE DISTANCE, ETC.) REQUIRED FOR THE ANCHOR BOLT DESIGN. ELECTRICAL ACCESS HOLE IS ALWAYS LOCATED IN THE COLUMN BASE PLATE AS SHOWN. GROUT UNDER BASEPLATES SHALL BE NON-METALLIC, NON-SHRINK GROUT WITH MINIMUM f'c=6500 PSI. Mm 4X 01 1/4"THRU FOUNDATION NOTES: ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THE BUILDING CODE, AMERICAN CONCRETE INSTITUTE, AND ALL APPLICABLE STATE AND LOCAL ORDINANCES AND REQUIREMENTS. THE CONCRETE DESIGN IS BASED ON THE FOLLOWING PROPERTIES: 28 DAY STRENGTH OF 4000 psi. SLUMP OF THE FOOTING SHALL BEAR ON COMPETENT UNDISTURBED SOIL OR 95% COMPACTED FILL. IF SIGNS OF ORGANIC MATERIAL, UNCONTROLLED FILL, CLAY OR SILT, HIGH WATER TABLE OR OTHER POSSIBLE DETRIMENTAL CONDITIONS ARE FOUND, INSTALLATION OF THE FOUNDATION MUST BE DISCONTINUED AND A SOILS ENGINEER CONTACTED. THE REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A615, GRADE 60. IF FOOTING DEPTH SHOWN DOES NOT MEET LOCAL FROST REQUIREMENTS, THE DRILLED PIER FOOTING MAY BE EXTENDED. EXTEND VERTICAL BARS AS REQUIRED AND PROVIDE ADDITIONAL TIES TO MEET SPACING REQUIREMENTS AS SHOWN. IF LOCAL FROST DEPTH REQUIREMENTS ARE NOT MET AND NO DRILLED PIER FOOTING OPTION IS GIVEN, CONTACT ENGINEERING. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THE LOCAL FROST LINE DEPTH BELOW GRADE PRIOR TO CONSTRUCTION. HE FOUNDATION DESIGN SHOWN ON THESE DRAWINGS IS NOT SITE ;PECIFIC, BUT BASED ON THE PRESUMPTIVE ALLOWABLE FOUNDATION 'RESSURES IN CHAPTER 18 OF THE BUILDING CODE (CLASS 5 SOIL). THE WILDING OFFICIAL IN THE JURISDICTION IN WHICH THIS STRUCTURE IS .00ATED MAY REQUIRE A SITE SPECIFIC GEOTECHNICAL REPORT OR .E1TER FROM A QUALIFIED LOCAL PROFESSIONAL ENGINEER ATTESTING 0 WHETHER THE ACTUAL SITE CONDITIONS MEET THE ASSUMPTIONS IDENTIFIED ABOVE. 01 1/4"THRU ELECTRICAL ACCESS HOLE >. FTHE FOLLOWING ADHESIVE ANCHORS MAY BE SUBSTITUTED FOR THE CAST-IN-PLACE ANCHOR BOLTS: I - HILTI HIT-HY 200 (A OR R) ADHESIVE W/ 0 3/4" HAS- E ROD WITH MINIMUM 11' EMBEDMENT. CONTRACTOR SHALL FOLLOW ALL INSTALLATION SPECIFICATIONS AND REQUIREMENTS OF ANCHOR MANUFACTURER. OPTIONAL-CONCRETE SLAB TO CbJCEAL BOLTS (DESIGN AND MATERIALskY OTHERS) LUMN SQUARE FOOTING OPTION FOOTING DESIGN BY POLIGON FOOTING MATERIALS BY OTHERS. COLUMN LOCATED AT 3" CLR CENTER OF FOUNDATION 1-6" MIN. FINISH GRADE (ASSUMED AT CONSTANT ELEVATION UNLESS OTHERWISE NOTED) - 6 ASSUMED CONSTANT 2)1" NUT 2 1"WASHER 4 PLACES NON-SHRINK GROUT UNDER BASE PLATE .. (11/2" MAX.) TOP OF FOOTING .4 . •.. a 11" MIN. EMBEDMENT , INTO CONCRETE FOOTING 4.. FOOTING 1YP. @ EACH COLUMN 546 HORIZONTAL BARS (EQUALLY SPACED) EACH WAY, TOP & BOTTOM (QUANTITY OF REINFORCING SHOWN IN DRAWINGS MAY NOT REFLECT REQUIREMENTS) 4 4 a. a •. • a. 01"x 16" LONG __,,, ,J ANCHOR BOLT (4) PLACES : C 786o EXP. 0i/3020 17 OF CA SHEEt )ANCHOR BOLT DETAIL 2.1 E 0 0. (5 (6 P-ba . SHEET 4.1 0 2 ol -01 19'-99/1 6" REF T-100 rl \SHEET Qi z ..o 0 1 __24i/8"____________ REF -10 CN ....ci o R ....• . •. < . . ..... .:.. K- 100 • --.S- • • . 0-1 w ' ___-1•'•_•_ -.-.---- -,------ • S • S •• •• t 1 S • • • S ••SS a. • I I I I ...• •.. . S. II II S S S S S 11-41/2" II II .. S REF II II '.. ' LLJ 7-6 •S 06 • 00000 CLEAR >-• ' I •SS • ••• I I T• 6" FINISH GRADE 5s\0NAL (ASSUMED AICONSTANT ELEVATION UNLESS o?'-" , < Z - OTHERWISE NOTED) C 78816 0 6 1 — RIDGE BEAM ASM HSS6X4X1/8 162.40 EXP. 09/30/201 5 2 — C—TUBE ASM HSS8X8X5/8 58.69 * 4 6 - PURLINASM HSS6X4X1/8 235.14 ' OF c 3 2 - TRUSS 2 ASM HSS8X6X3/1 6 221.06 - - - 2 2 — TRUSS 1 ASM HSS8X6X3/16 225.40 .A'4 \ SHEET 4 — COLUMN 1 ASM HSS6X6X3/1 6 178.74 3 IF THESE DRAWINGS ARE SEALED, THE SEAL APPUE ONLY TO ITEM QTY. PART NO. DESCRIPTION MATERIAL WEIGHT BUILDING COMPDETAILED WITHIN THESE DRAVIANGS. I ONENTS (AND FOUNDATION DESIGN wAPPLICABLE) COVER ACCESS HOftS WItH GRACE ICE AND WATER SHIELD BEFORE ROOF DECKING, 3/8 PL w/3/8' USS /8-Il CH CONNECTION COLUMN CONNECTIONS RIDGE TAIL HSS6X4X1/8 WELDED TO C-TUBE T-1 00 NOTE: COVER PLATE (XXXXX) W/ FASTENER (XXXXX) ATTACHED AT BOTTOM OF CONNECTION 1/2' PL) RIDGE BEAM BOlT, HFX, 3/4 (2) PLCS EACI - 8x2-l/2 H CONNECTION COMPRESSION MEMBER CONNECTION CONNECTION NOTES: ALL HIGH STRENGTH BOLTS ARE A325 BOLTS AND TO BE INSTALLED BY THE "TURN -OF-NUT' PRETENSIONING METHOD AS SPECIFIED IN THE 13TH EDITION OF THE AISC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS', SECTION 8 (SEE ILLUSTRATION). A325 BOLTS MAY BE INSTALLED WITHOUT WASHERS WHEN TIGHTENED BY THE "TURN-OF- NUT' PRETENSIONING METHOD. IT IS THE RESPONSIBILITY OF THE ERECTOR TO INSURE PROPER TIGHTNESS. THIS METHOD IS ONLY REQUIRED ON 5/8" DIAMETER AND LARGER BOLTS. ANCHOR BOLTS NEED NOT BE TIGHTENED PAST SNUG TIGHT. LOCAL JURISDICTIONS MAY REQUIRE AN INSPECTOR TO BE PRESENT TO WITNESS HARDWARE INSTALLATION AND INDEPENDENT TESTING. INSPECTION REQUIREMENTS SHOULD BE VERIFIED PRIOR TO STEEL ERECTION. ERECTION OF THE FRAMING MEMBERS WILL REQUIRE THE MAIN COLUMNS TO BE PLUMB SQUARE AND TIGHTENED TO THE TRUSSES AND TENSION MEMBERS BEFORE INSTALLING THE PURLINS. PURLINS, IF REQUIRED, MUST BE PARALLEL TO THE EAVE BEAMS AND TENSION MEMBERS. TOUCH-UP PAINT MUST BE APPLIED TO ALL EXPOSED BOLTS & NUTS. PERIODIC TOUCH-UP AT THESE BOLTED CONNECTIONS IS REQUIRED. UNLESS THE BUILDING HAS A FACTORY APPLIED POWDERCOAT, E-COAT OR GALVANIZING, THE FRAME WILL BE PRIME PAINTED AND WILL BE REQUIRED TO BE FINISH PAINTED IN THE FIELD WITH ALL PAINT, MATERIALS AND LABOR NOT BY POLIGON (PORTERCORP). REFER TO FINAL SALES ORDER. PRIOR TO THE ERECTION OF SHELTER COMPONENTS, IT IS RECOMMENDED TO CHASE AND TAP STRUCTURAL HARDWARE. EVEN THOUGH POLIGON MAKES EVERY EFFORT TO PROTECT THE HARDWARE DURING THE PROCESS OF PRODUCTION, FINISH, AND SHIPPING, THE ON-SITE CHASING AND TAPPING OF THREADS IS ALWAYS GOOD POLICY. TO PREVENT RUST STAINING OF FINISH, ALL METAL SHAVINGS MUST BE REMOVED AFTER INSTALLATION. ENSURE NO SHAVING ARE TRAPPED BETWEEN MEMBER SURFACES. TURN-OF—NUT PRETENSIONING METHOD: THESE STEPS ILLUSTRATE THE REQUIREMENTS OUTLINED IN THE AISC SPECIFICATION. THE ROTATION INDICATED IS ACCURATE FOR MOST . • BOLT DIAMETERS AND LENGTHS BUT IT IS z THE RESPONSIBILITY OF THE INSTALLER TO MEET AISC REQUIREMENTS. STEP ONE: AFTER SNUG TIGHT, c MATCH MARK PLATE III j 2E O STEP TWO: THEN TURN BOLT/NUT PAST cu SNUG TIGHT 1/3 TURN U l2o.00g Ll 04 Lo O ..r-.. . IDL) .qZ0. o U . . < ...••• ...• O :.. !• . S 0• • • • LIJ --- . . • S. CL •• . . .•.... . • •. S. ...• .. . .. S. . S S S S S. • •• • __I •• LU 5•• • S •• •• U- S..... • . •5 ...... 06 S.. _S1 ..• . < S. .. I— .. LIJ vi u rrC 78815 OI2O ,Ø) OFCA (J\\ SHEET IF ThESE OF AWNGS ARE SEALED, THE SEAL APPLIES ONLY TO BUILDING COMPONENTS (AND FOUNDATION DESIGN IF APPLICABLE) DETAILED WITHIN THESE DRAWINGS. NOTE: /IRUSS UCLIP MUST B[ATIACIIEDTO con TENSION MEMBER AS SHOWN (6) #12-24x1 1/2 PRIOR TO BUILDING ASSEMBLY. z- q. PURLIN TAIL ONE STEP SCREW - HSS6X4X1/8 (1P2905FNULL) WELDED TO TRUSS (3) ALONG TOP 12-24 X 11/2 ONE STEP SCREW .—U-CLIP . (3) ALONGSIDE (1P2905) EACH CONNECTION 12 O.C. BOTH SIDES REMOVE METAL SHAVINGS FACE ,,—INSIDE • OF TENSION MEMBER D) HOLES TUBE HAS DRAIN LL) SHOULD NOT -----U-CLIP 8 NEAR TUBE REST ON WELD SEAMSO - - HOLES FACE UP. /7 F- /7 0 0 04 PURLIN L. Oo OUTSIDE FACE OF TENSION MEMBER - >- z 04 > o PURLIN CONNECTION P-lOU U-CLIP CONNECTION UC-100 cq o—OLO --4 LU •••• • .... zI_ O<O s. .. u• O• - . . •••• S S • aO (_J • a S US S • • W • CL •• •• •• •• . . S S S •SS•SS . . S... •• S S • S S • •• • •• .. S •• • _I LU. S .... . . U- .. .. ...... . . ..•... 00 .. • —: ' ... . .. .. ' I—LU C z o vi u L,,. J z 78, 18. 1 9 .. LU J IF THESE DRAWNGS ARE SEALED, THE SEAL APPUES ONLY TO BUILDING COMPONENTS (AND FOUNDATION DESIGN IF APPLICABLE) DETAILED WITHIN THESE DRAWINGS. 'I SF-1EFT LI 5 APPUES ONLY TO SON IF APPUCASLE NGS. • • • III I I II a... I I..... ,S\ONAL C7881 Cap EXP. O9I3Oi27(/j I...di I I••I I.o I S ... I I Q £J z LU )â) Zs-31 s. 10 '1 I 1. S..... Q_• • . 00 I P oo . . I. • 000 I IS • LU . p I. . U_. I .SISI • , cJ... 1 >.-• S . I. C/) in LU <0> LU > LL 0 0 oc 10-6 1/8" MULTI-RIB NOTES: THE DETAILS SHOWN ARE SUGGESTIONS OR GUIDELINES ON HOW TO ERECT THE SYSTEMS. THE INFORMATION SHOWN IS ACCURATE, BUT IT IS NOT INTENDED TO COVER ALL INSTANCES, BUILDING REQUIREMENTS, DESIGNS OR CODES. THE DETAILS MAY REQUIRE CHANGES OR REVISIONS DUE TO FIELD CONDITIONS. FT SHALL BE THE RESPONSIBILITY OF THE ERECTOR TO ENSURE THAT THE DETAILS MEET PARTICULAR BUILDING REQUIREMENTS AND TO ASSURE ADEQUATE WATER TIGHTNESS. THE ERECTOR SHOULD THOROUGHLY FAMILIARIZE HIMSELF/HERSELF WITH ALL ERECTION INSTRUCTIONS BEFORE STARTING WORK. THE PANELS SHOULD BE INSTALLED PLUMB, STRAIGHT, AND ACCURATELY TO THE ADJACENT WORK. FLASHING AND TRIM SHALL BE INSTALLED TRUE, AND IN PROPER ALIGNMENT, WITH ANY EXPOSED FASTENERS EQUALLY SPACED FOR THE BEST APPEARANCE. SEALANT SHALL BE FIELD APPLIED ON DRY, CLEAN SURFACES. SOME FIELD CUTTING AND FITTING OF PANELS AND FLASHING IS TO BE EXPECTED BY THE ERECTOR AND MINOR FIELD CORRECTIONS ARE A PART OF NORMAL ERECTION WORK. WORKMANSHIP SHALL BE OF THE BEST INDUSTRY STANDARDS AND INSTALLATION SHALL BE PERFORMED BY EXPERIENCED METAL CRAFTSMEN. METAL SHAVINGS FROM DRILLING OR INSTALLATION OF ROOF FASTENERS MUST BE CAREFULLY REMOVED FROM THE ROOF BY BRUSHING OR SWEEPING I Lo AT THE END OF EACH DAY DURING INSTALLATION. SHAVINGS LEFT ON THE ROOF WILL QUICKLY RUST AND STAIN THE ROOF FINISH. SNFFT OFCA IF THESE DRAWINGS ARE SEALED, THE SEAL APPLIES ONLY TO S BUILDING COMPONENTS (AND FOUNDATION DESIGN IF APPLICABLE) DETAILED WITHIN THESE DRAWINGS. 04 • S... S. • • ': S S • • • • . '' < LU ___-• N. .. S c.. - .- -I-.... S ••••.. a_ . • • •••• S•S . .SSS SS• . S • 0.. . •• • SSS • . LU LL- .... ....•• . S. S..... S 06 ••••.. • S ... S S S 00 RIDGE BEAM o ( E 32 - 24-0 \ 12 1L1,o ru ((LIIN #12-14 X 3/4 SELF DRILLING SCREW EACH RIB TENSION MEMBER AND/OR TAIL J-CHANNEL TRIM (INSTALL WITH 1/2" GAP FROM MR PANEL) MULTI RIB PANEL U-CLIP #12-14 X 3/4" SELF DRILLING SCREW EACH SIDE OF RIB & CENTERED SPLICE CHANNEL (CENTER AT i-CHANNEL JOINT) — i-CHANNEL TRIM — (INSTALL WITH 1/2" GAP FROM MR PANEL) POP RIVET (8) PLCS—' (4) TOP & (4) BOTTOM 8 MR-400 di •••• O .. • ..• 3—OLO --' o,'z.00 • 00 . . . S c E 0 4-KO . S S U • • a. --- S S S I I SIS•. S... •• • • S S S 9 0 0 , 0 0 CLS 06600 SS SI I S... S •00400 I..... I • LL S. S..... , .) • >- S.•• S Nj ... • < S. . aD Lu .. LU O.IAL LU C78816 09 SHEET OF MR-100 IF ThESE DRAIMNGS ARE SEALED, THE SEAL APPLIES ONLY TO BUILDING COMPONENTS (AND FOUNDATION DESIGN IF APPLICABLE) DETAILED VETHIN THESE DRAVENGS. RAKE DETAIL EAVE DETAIL MULTI RIB PAl PART DESCRIPTIONS: 8 #12-14x3/4" SELF DRILLING SCREW. 3/4" SELF DRILLING SCREW CL LEJI #12-14x1 1/4" SELF DRILLING SCREW. I ki RAKE TRIM 0. A Ono IJ, 1/8" POP RIVET. N. o 'o 6j U NOTE: ALL MATERIALS ARE CALLED OUT ONSHEETS 5.1. >- PART DESCRIPTIONS: o #12-14x3/4" SELF DRILLING SCREW. al It" —MULTI RIB PANEL T . 10 41') A V 3/4 ELF #12-14x1 1/4 SELF DRILLING SCREW. DRILLING SCREW EACH SIDE OF RIB Fl 1/8 POP RIVET. N. u NOTE: ALL MATERIALS ARE CALLED PURLIN OUT ONSHEETS 5.1. AND/OR TAIL - 5 - PURLIN DETAIL MR-600 2013B - L.t) "10 r—RIDGE CAP r—#12-14x1 1/4 SELF 'i, :O' (OVERLAP 6) DRILLING SCREW ...... s•' O •- MULTI -RIB PANEL EACH SIDE OF RIB : : : •Lu _ --- ..... OUTSIDE FOAM CLOSURE 4 . • S : lidS •• • 4. • • • Ci-. 0 RIDGE I CAP - . . •. j S... • LU S. • .•••• . • LL 00 S. S >_. 4SldSI vo I.. • < • . 14 Lu #12-14X3/4SELF • ____________________________________________ (I) < < DRILLING SCREW u o EACH RIB LU RIDGE BEAM ANn/OR TAIl ( C7'816 LU EXP. 09/30120 09 2 MULTI-RIB PANEL SHEEF IF THESE DRAWINGS ARE SEALED, THE SEAL APPLIES ONLY TO RIDGE DETAIL 12013B MR-500 S I BUILDING COMPONENTS (AND FOUNDATION DESIGN IF APPLICABLE) DETAILED WITHIN THESE DRAWINGS. .JL1 ru 'l 'ILL ...'.JI\LNLl\ I I\IIVI (HD CUT AND [OLD TAB UNDER ADJACENT PIECE) CORNER DETAIL i-CHANNEL TRIM POP RI (9) PER COR i-CH PART DESCRIPTIONS: ..ou 0 c" c! T0 #12-14x3/4' SELF DRILLING SCREW. g ) (,) 0 z #12-14x1 1/4 SELF DRILLING SCREW. 0> fT A * 1/8 POP RIVET. N.. o 04 I- - ej U NOTE: ALL MATERIALS ARE CALLED OUT ONSHEETS 5.1. N 3: 10 8 04 r-. LO -.. .... • i'e.. •• 0<" ! S S S S..... •S••< ceI f* S S <S S • S UJ lu. LU S S • --.-. .&- S S •SP*SS CL 0 S S. t.. •• S S .SJ S• S S S 55 S. S __I • 5455 5 5 LU *0000 ••••• I LL- • SS•II o5S 55 • 5•S S > S 55 S /) .5 55 I LU 0 0 00 vi - LU 10 Z /EI\< U 0 LL LU (c788i6t 8 J-CHANNEL TRIM * E/P. O9i3O231 SHEET MR-900 IF THESE DRAWINGS ARE SEALED, THE SEAL APPLIES ONLY TO 6.2 BUILDING COMPONENTS (AND FOUNDATION DESIGN IF APPLICABLE)DETAILED Y1ThIN THESE DRAWINGS.