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Home My WebLink About2820 Whiptail Loop; ; CBC2018-0458; Permit{'city of Carlsbad Commercial Permit Print Date: 12/27/2018 Permit No: CBC2018-0458 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: 2820 Whiptail Loop BLDG-Commercial 2091202500 $14,784.00 Work Class: Lot#: Reference#: Construction Type: Bathrooms: Orig. Plan Check#: Tenant Improvement DEV2016-0023 Status: Applied: Issued: Permit Finaled: Inspector: Closed -Finaled 08/10/2018 Plan Check#: Final Inspection: 12/27/2018 1:12:15PM PACIFIC VISTA COMMERCE CENTER Project Title; Description: PODS: 1,920 LINEAR SF, 10 FT TALL FENCE ENCLOSURE WITH ROLLING GATES AND MAN GATE Applicant: WARE MALCOMB ARCHITECTS ROBERT PARK Owner: GATEWAY PACIFIC VIEW LLC Contractor: RYAN COMPANIES US INC 6363 Greenwich Dr, 175 San Diego, CA 92122-5947 858-638-7277 4275 Executive Sq, 370 la Jolla, CA 92037-1466 533 S 3Rd St, Ste 100 Minneapolis, MN S5415-1101 612-492-4791 BUILDING PERMIT FEE ($2000+) BUILDING PLAN CHECK FEE (BLDG) ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL MANUAL BUILDING PLAN CHECK FEE MECHANICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL SB1473 GREEN BUILDING STATE STANDARDS FEE STRONG MOTION-COMMERCIAL Total Fees: $506.95 Total Payments To Date: $506.95 Balance Due: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred 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 or 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. $0.00 1635 Faraday Avenue, Carlsbad, CA 92008-7314 I 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov $159.31 $111.52 $41.00 $150.98 $39.00 $1.00 $4.14 I'''""• ____ ,, .. ,_,....•••••~• ..... ,, __ ........... ,.,.,.,, .... • .. ,_ .. ,,.., __ , .. ,..... .......,, -~ ..... , ... ··ccityof Building Permit Application Plan Check No.rA~r:2ri1'7-n•-h 1635 Faraday Ave., Carlsbad, CA 92008 Est. Value ~ Carlsbad Ph: 760-602-2719 Fax: 760-602-8558 Plan Ck. De9oslt email: building@carlsbadca.gov . www.carlsbadca.gov Date ~j 10 I IX JOB ADDRESS 2820 Whiptall Loop, Carlsbad, CA 92010 SUITE#/SPACEI/UNIU rN 209 -120 -25 -00 CT/PROJECT# 'LOT# !PHASE It I# OF UNITS I# BEDROOMS # BATHROOMS I TENANTBUSINESS NAME I CONSTR. TYPE I occ. GROUP PODS Enterprises, LLC V-8 DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) Exterior fenced enclosure with rolling gates and man gate. (1,920 linear SF) EXISTING USE I PROPOSED USE I GARAGE (SF) PATIOS (SF) I DECKS (SF) FIREPLACE IAIR CONDITIONING I FIRE SPRINKLERS YESO. NofZJ YES0No[2] YES0No[2] APPLICANT NAME Robert Park PROPERTY OWNER NAME Gateway Pacific View, LLC Prlmarv Contact ADDRESS ADDRESS 6363 Greenwich Dr. #175 4275 Executive Sauare, Ste. 370 CITY STATE ZIP CITY STATE ZIP San Diego CA 92122 La Jolla CA 92037 PHONE 'FAX PHONE FAX I 858) 638-7277 1858) 812-7910 (858) 812-7930 EMAIL EMAIL ' rpark@waremalcomb.com chris.wood@ryancompanles.com DESIGN PROFESSIONAL Ware Malcomb CONTRACTOR BUS. NAME Rvan Comoanies US. Inc. ADDRESS ADDRESS 6363 Greenwich Dr. #175 4275 Excutive Square, Ste. 370 CITY STATE ZIP CITY STATE ZIP San Dieao CA 92122 La Jolla CA 92037 PHONE !'AX PHONE (8581812-7910 FAX (8581638-7277 (8581812-7930 EMAIL EMAIL ndean aremalcomb.com robbie.kniahtl@rvancomoanies.com !"ATE "\::33185 STATE LIC.# CIASS CITY BUS, UC.# Nathan Dean 842487 B 1222884 (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 requlres the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's license Law (Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code} or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred d011ars {$500}). WORl<ERS· COMPENSATION Workers' Compensation Dtclaratlon: / hereby affirm under penalty of perjury one d the following declaraf/ons: 0 I have and will maintain a certificate of CQIISent 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. 0 I have and wlll maintain workers' compensation, as requU'ed by Section 3700 of the Labor Code, fO< the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Co. Zurich American lnsuranc, Co. Policy No. 16535 Expiration Date Ml/201t ~seclion need not be completed if the permit is for one hundred dollars ($100) or less. LJ Certificate of Exemption: I certify thal in the performance of the work for which this pennit is issued, r shall not employ any person In any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensat coverage Is 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 compensation, da i Section 3706 of the Labor code, Interest and attorney's fees. ,/i6 CONTRACTOR SIGNATURE I hereby affirm that I am exempt from Contractor's License Law for the following reason: □ I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure Is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contracto(s License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of complelion, the owner-builder wm have the burden of proving that he did not build or improve for the purpose of sale). 0 l, as owner of the property, am exclusively contracting with lk:ensed conlractors lo construct the project (Sec. 7044, Business and Professions Code: The ContractOl's License law does not apply to an owner of property who buUds or Improves thereon, and contracts for such projects with contractor(s) Acensed pursuant to the Contractor's License Law). □ I am exempt under Section ____ Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for conslruction of the proposed property improvement. 0Yes 0No 2.1 (have I have not) signed an application for a bu~ding permit fof !he proposed work. 3.1 have contracted with the following person (firm) lo provide the proposed construction Qnclude name address/ phone I conlractors' license number): 4. I plan to provide portions of the work, bul I have hired the following person to coordinale, supervise and provide the major work {include name/ address I phone/ contractors' license number): 5. I will provide some of the work, but t have con led (hired) the foUowi persons to provide the work indK:ated [in dude name/ address/ phone I type of work): ,/i6 PROPERTY OWNER SIGNATURE □AGENT DATE --------~---------··"- COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMIT$ ONLY Is the applicant or Mure building occupant required to submit a business Pl_al},-acutely hazardous materials regislratlon form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Subslance Account Act? □ Yes 9f'No / Is the applicant Of future building occupant required to obtain a permit from lhe air pollution control district or air nuJ°y management district? O Yes iY'No Is Iha facility to be conslrucled within 1,000 feet of the ouler boundary of a school site? O Yes drN·; IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. CONSTRUCTION LENDING AGENCY construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). I certify that I have read the appllcatfon and state that the above information Is correct and that the infonnation on the plans is accurate. I agree to comply with all City on:llnances and State laws relating to building construction. I hereby authorize representative of the City of Cartsbad to enter uj)Ofl the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN AflYWAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF lHE GRANTING OF lHIS PERMIT. OSHA: An OSHA permit is required for excavations over 5(1 deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the Building Official under the · ·ons of this Code shad expire by limitation and become null and void W the building or work authorized by such penntt is not commenced within 180 days from the dale of such pennit orif 1h or work by ch penn~ is suspended or abandoned at any time after the work.is commenced for a period of 180 days (Section 106.4.4 Uniform Building Code). g APPLICANT'S SIGNATURE DATE ~ (,D /t e, PERMIT INSPECTION HISTORY REPORT (CBC2018-0458) Permit Type: BLDG-Commercial Application Date: 08/10/2018 Owner: GATEWAY PACIFIC VIEW LLC Work Class: Tenant Improvement Issue Date; Subdivision: Status: Closed -Finaled Expiration Date: 06/25/2019 Address: 2820 Whiptail Loop IVR Number: 13145 Carlsbad, CA 92010 Scheduled Actual Inspection Type Primary Inspector Complete Date Start Date Inspection No. Inspection Status Reinspectlon 12/1112018 12/11/2018 BLDG-14 078618-2018 Failed Andy Krogh Relnspectlon Complete Frame/Steel/Bolting/ Welding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency Requires stops on rolling gates to stop No pinch point when full open. 12/27/2018 12/27/2018 BLDG-55 079971-2018 Passed Andy Krogh Complete Fence/Preplaster BLOG-Fina I 080042-2018 Passed Andy Krogh Complete Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency Pending fire approval Yes BLDG-Structural Final Yes December 27, 2018 Page 1 of 1 DATE: 8/20/2018 JURISDICTION: City of Carlsbad PLAN CHECK#.: CBC2018-0458 ✓• EsG1I A SAffbuilt Company SET: I PROJECT ADDRESS: 2820 Whiptail Loop PROJECT NAME: Building B Dock Enclosure □ APPLICANT □ JURIS. lz;J The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: lz;J EsGil staff did not advise the applicant that the plan check has been completed. D EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Date contacted: Mail Telephone 0 REMARKS: By: David Yao EsGil {;) Telephone#: (b~) Email: Fax In Person Enclosures: 8/13/18 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 City of Carlsbad CBC2018-0458 8/20/2018 [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PREPARED BY: David Yao BUILDING ADDRESS: 2820 Whiptail Loop BUILDING OCCUPANCY: BUILDING AREA Valuation PORTION (Sq.Ft.) Multiplier fenced enclosure Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance ---------- Bldg. Permit Fee by Ordinance • Type of Review: 0 Repetitive Fee ·.;,;. · Repeats _____ I * Based on hourly rate Comments: 0 Complete Review D Other 0 Hourly l!sGII Fee PLAN CHECK#.: CBC2018-0458 DATE: 8/20/2018 Reg. VALUE ($) Mod. D Structural Only 21 Hrs.@* ~====$=1 o=5=.o~o $210.001 Sheet of • WISEMAN+ROHY STRUCTURAL ENGINEERS STRUCTURAL CALCULATIONS 9915 Mira Mesa Blvd. TEL (858) 536-5166 FOR Pacific Vista Commerce Bldg B Exterior Enclosure Carlsbad, CA August 8, 2018 W+R Job #17-013.07 CBC2018-0458 2820 WHIPTAIL LOOP PODS 1.920 LINEAR SF. 10 FT TALL FENCE ENCLOSURE W,TH ROLLING GATES AND MAN GATE Suite 200 WRENGINEERS.CO 2091202500 8/10/2018 CBC2018-0458 { \ WISEMAN + ROHY STRUCTURAL ENGINEERS DATE • 11•!18 PROJECT _ _..;_p_vc_c._-_e:xr::..c__e,,vc_(.,,)_<;1A~8=-· ---n=-SHEET NO. -~ OF __ _ ---------------------JOBNO. l"J-0/5 BY t'§ f'"' q1-. G Cr!\<. -!' K .. (t:XI' c/1 ,1oto0 34 ~ 0.001,:;, (o.as;(}_, o'f. o.as)Cior,pk) ..,_ -. '}J.'-/ ,,.p G -0• 6.es Ul:€-4 (p:""' 1.3'5' 0 / ,, & -~ ~t C Cp ::; '3. S'<; ><'O,Gx(,,H-~ (s/4 ~ /.o, ¾:: 2.:=l /1/s • c..0 • :::: I a o· 6-GYe::,1tvs, f ;:i q1i G Cr: ., ,,.'-/1,(\ o.~Sx 1.1 6 -:::. 3';}..'1 /Ht (uFl'.l) /-1--:."' ,a!..,f'1 (,-(i-c,.c.G)1) .. ,.eo(; H· \_ "Bt/'e((f WISEMAN + ROHY STRUCTURAL E.NGINEERS SHEET NO. ___ OF ===========-----------JOB NO. /:J-o)7 --- ,I -·. w (_'•l /_jw -, ___ ile'L ±~~Q ,. '~,~1,.~9(,d-c!)"fC1.';f:t)~ ~ i3 (-z-r1~t«2}( ~.o') ( ( ( WISEMAN + ROHY STRUCTURAL ENGINEERS SHEET NO. ___ OF __ _ -==========--------JOB NO. l'J·~Gl'3. ' u.c.HT l'v...!E . r°.,,v~ Fi,'(ce ,,, no,Pf'x ri:l-o'' 112,con- Jl'itYl,'·<sl;JT c: ) 30~ r" 10?.,.f .\' sleo" ' 7 I l'5o .rtJ. . .. LAr6PvfL f,i{essui<.E ·= ~r .. 1/P0 c.oxa~/) ( basic load combinations of Section 1605.3.2 that include wind or earthquake loads. 1806.2 Presumptive load-bearing values, The load-bearing values used in design for supporting soils near the surface shall not exceed the values specified in Table 1806.2 unless data to substantiate the use of higher values are submitted and approved, Where the building official has reason to doubt the classification, strength or compressibility of the soil, the requirements of Section 1803.5.2 shall be satisfied. Presumptive load-bearing values shall apply to materials with similar physical characteristics and dispositions. Mud, organic silt, organic clays, peat or unprepared fill shall not be assumed to have a presumptive load-bearing capacity unless data to substantiate the use of such a value are submitted. Exception: A presumptive load-bearing capacity shall be permitted to be used where the building official deems the load-bearing capacity of mud, organic silt or unprepared fill is adequate for the support of lightweight or temporary structures. 1806.3 Lateral load resistance. Where the presumptive val- ues of Table 1806.2 are used to determine resistance to lateral loads, the calculations shall be in accordance with Sections 1806.3.1 through 1806.3.4. 1806.3.1 Combined resistance. The total resistance to lat- eral loads shall be permitted to be determined by combin- ing the values derived from the lateral bearing pressure and the lateral sliding resistance specified in Table 1806.2. 1806.3.2 Lateral sliding resistance limit. For clay, sandy clay, silty clay, clayey silt, silt and sandy silt, in no case shall the lateral sliding resistance exceed one-half the dead load. 1806.3.3 Increase for depth, The lateral bearing pres- sures specified in Table 1806.2 shall be permitted to be increased by the tabular value for each additional foot (305 mm) of depth to a maximum of 15 times the tabular value. 1806.3.4 Increase fo1• poles, Isolated po)es for uses SUch as fiagpgles or signs and poles .used to supporJ, buH<,tings that are no( adversely affected by. a 1/2 jnch (12,7 mm) SOILS AND FOUNDATIONS motion at. the ground surface. d.ue. to shorHerin lat~ral, loadsshall be permitted to bedesigne4 using Jateral bear,, ing pressures equal to two times the tabular values .. : SECTION 1807 FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES 1807.1 Foundation walls. Foundation walls shall be designed and constructed in accordance with Sections 1807.1.1 through 1807.1.6. Foundation walls shall be sup- ported by foundations designed in accordance with Section 1808. 1807.1.1 Design lateral soil loads. Foundation walls shall be designed for the lateral soil loads set forth in Section 1610. 1807.1.2 Unbalanced backOII height. Unbalanced back- fill height is the difference in height between the exterior finish ground level and the lower of the top of the concrete footing that supports the foundation wall or the interior finish ground level. Where an interior concrete slab on grade is provided and is in contact with the interior surface of the foundation wall, the unbalanced backfill height shall be permitted to be measured from the exterior finish ground level to the top of the interior concrete slab. 1807.1.3 Rubble stone foundation walls. Foundation walls of rough or random rubble stone shall not be less than 16 inches (406 mm) thick. Rubble stone shall not be used for foundation walls of structures assigned to Seismic Design Category C, D, E or F. 1807.1.4 Permanent wood foundation systems. Perma- nent wood foundation systems shall be designed and installed in accordance with AF&PA PWF. Lumber and plywood shall be treated in accordance with AWPA Ul (Commodity Specification A, Use Category 4B and Sec- tion 5.2) and shall be identified in accordance with Section 2303.1.8.1. TABLE 1806.2 PRESUMPTIVE LOAD-BEARING VALUES VERTICAL FOUNDATION LATERAL BEAAINO LATERAL SLIDING RESISTANCE CLASS OF MATERIALS PRESSURE (psf) PRESSURE Coefficient ot friction• Cohesion (psf)b {psf/ft below natural grade) I. Crystalline bedrock 12,000 J,200 0.70 - 2. Sedimentary and foliated rock 4,000 400 0.35 - 3. Sandy gravel and/or gravel (GW 3,000 200 0.35 -and GP) 4. Sand, silty sand, clayey sand, silty gravel and clayey gravel 2,000 150 0.25 - (SW, SP, SM, SC, GM and GC) 5. Clay, sandy clay, silty clay, G clayey silt, silt and sandy silt 1,500 -130 (CL, ML, MH and CH) -, For SI: 1 pound per square foot = 0.0479kPa, I pound per square foot per foot= 0.157 kPn/m, a. Coefficient to be multiplied by the dead loud. b. Cohesion value to be multiplied by the contact area1 as limited by Section 1806.3.2. 2013 CALIFORNIA BUILDING CODE 149 fillSEMAN+ROHY FLAG POLE FOOTING DESIGN FOR WIND ON LIGHT POLE PROJECT: PVCC Ext Enclosure RUCTURAL ENGINEERS July 2017 -2015 IBC / 2016 CBC LOCATION: Typ Post Version 1.00 JOB NO: 17-013 8/612018 14:29 Concrete Flag-Pole Footing for Light Pole -per IBC 2015 Section 1807.3.2 and ASCE 7-10 Chapter 29 USE: 18 inch diameter x 4'-8" deep drilled pier with 4 #6 (v) bars minimum (design by hand for actual moment) Height to Head = 11 ft {from ground) Area of head • 0.00 ft' Least Dimension of Head = 0.01 ft Wind Forces: (ASCE 7-10 Section 29.5) Round or Square Pole? s (R/5) Exposure= C K,, = 1.00 K,= 0.85 Pole Size (diameter or side)= 147.72 in side V= 110 G= 0.85 Concrete Base Height = 0.00 ft (from ground) Light Head: Pole: Base: Base Diameter= 1.50 ft Bar Size= 6 K,= 0.85 Table 26.6-1 0.90 Table 26.6-1 0.95 Table 26.6-1 Allowable Lateral Bearing= 200 psf {double/ increase manually if allowed) q, = 0.00256 K, K,, K, v' qz= 22.35 psf 23.67 psf 24.98 psf Total Moment= 7149.6 ft-lb (ASD) I C,= 2.00 Fig. 29.5-1 0.50 Fig. 29.5-1 0.50 Fig. 29.5-1 Total Force= 1299.9 lb(ASD) Avg Height to Load= 5.50 ft-lb (ASD) I F= q, G C,A, F= 38.00 psf ILRFD) 16.00 psf (LRFD) 16.00 psf {LRFD) Wind Load= 22.80 psf {AsD) 9.60 psf (ASD) 9.60 psf {ASD) Constrained? y (Y /N) Area= 0.00 ft' ~ft' 0.00 ft' Trial Depth= ~iterate until matches below) Force= 0.0 lb (ASD) lb (ASD) 0.0 lb (AsoJ Iterated Depth= 4.69 ft I <;,iJ 5'-I )) Height= 11.0 ft @ft 0.0 ft USE I-X -o Moment= 0.0 ft-lb (ASD} ft-lb (ASD) 0.0 ft-lb IASDl Minimum Reinforcing= 1.27 in2 (0.50 percent per 2016 CBC §1810.3.9.4.2) Use 4 #6 bars 8-~,/?(®1;,-l,ill/@'i!\tl# ._ .... .. . ~~il'i~• . . ' , .. " ,. e ,. J_ ,_&.,~~?.,,~™~~ ( ( . r---------:==--------- WISEMAN + ROHY STRUCTURAL ENGINEERS . BY /I';'\ DATE -#11.. PROJECT fvcc-t){/ G,tcu'f'.V.,1/...E SHEET NO. __ OF __ _ =====--==----------------JOB NO. )}-d 3 p~' Cfr,, C(p/ls 1" ·"' :n /./ I"' r;. --···-···-G !:::; o. 8 .s .r-' Cc:vE-N½ c.A's'.€ A Cr. " l-} 'S, ( Yi, ,, /.c:,/1/s __, J,-;_} (A-:;.,: C (\ ·:, J,()lj.,,. (1:s-f.~ ( s/11: /.6 J ll/s== ;;.~ I ~€<Ziv ,~,o l3/'-;;. ·- < • Rc,uo71 -.. . .O.S<;J.I ·::: ~l,:,n _J ( ( BY M WISEMAN + ROHY STRUCTURAL ENGINEERS DATE 5//./18 PROJECT fl/(,( ·· t)ff 'c)vGLdf'll>I/. <Z r, SHEET HO. ___ OF __ _ JOB NO. P-913 ..... ___ . RvV/4 f:e<C,fc1/I.J-G"AT6 /lo,...,- <;c(<:il.. CoL '::?l. l'-' id-d'x rJ."/f/. '' A _ ~, _____ "' -:t.O L),-.AY -:. /2.0 I ~G --'iJ(1.~/006 ~q: -;i.cl' /,.(<:;i /-l<;;S lf><L/ ,)( 1/L( .· ,· ( I ( WISEMAN + ROHY STRUCTURAL ENGINEERS BY M ": DATE f)c,/;£ PROJECT /II(,(,-tXI e";-vaoruier. Fcfi.C(s c,. /'15rlf 7X le/-,-,'' c. '?'50 11- SHEET NO. ---,,--OF __ _ JOB NO. (] ~<J/3 /t,,<')}Vl¼rNI ::: /r'5p-~P )f 1r/-a 11 .v s:,cl, .. 11(,'J..S.J./l · : {..,;'{1G1<AL-f l•IJ:,'<,/Uk E ::. ~c.o,-J /2'~/. Cc.iv5,7><1\,:f:tvG[) IDISEMAN+ROHY FLAG POLE FOOTING DESIGN FOR WIND ON LIGHT POLE PROJECT: PVCC Ext Enclosure RUCTURAl ENGINEERS July2017-2015 IBC/2016 CBC LOCATION: Typ Post Version 1.00 JOB NO: 17-013 8/6/2018 14:34 Concrete Flag-Pole Footing for Light Pole -per IBC 2015 Section 1807.3.2 and ASCE 7-10 Chapter 29 USE: 18 inch diameter x 5'-3" deep drilled pier with 4 #6 (v) bars minimum _ (design by hand for actual moment) Height to Head = 11 ft (from ground) Area of head= 0.00 ft' Least Dimension of Head = 0.01 ft Wind Forces: (ASCE 7-10 Section 29.5) Round or Square Pole? s (R/S) Exposure= C K,,= 1.00 K,= 0.85 Pole Size (diameter or side)= 198.86 in side V= 110 G= 0.8S Concrete Base Height = 0.00 ft (from ground) Light Head: Pole: Base: Base Diameter= 1.S0 ft Bar Size= 6 K.= 0.85 Table 26.6-1 0.90 Table 26.6-1 0.9S Table 26.6-1 Allowable Lateral Bearing= 200 psf (double/ increase manually if allowed) q, = 0.00256 K, K,, K, v' qz= 22.35 psf 23.67 psf 24.98 psf Total Moment= 9624.8 ft-lb (ASD) -7 C,= 2.00 Fig. 29.5-1 0.50 Fig. 29.5-1 o.so Fig. 29.5-1 Total Force= 1750.0 lb (ASD) Avg Height to Load = 5.50 ft-lb (ASD) I F= q, G C,A, F= 38.00 psf {LRFO) 16.00 psf (LRfD) 16.00 psf (LRFD) USE l~":x.r:;!.(, 71 Wind Load= 22.80 psf (ASDJ 9.60 psf (ASD) 9.60 psf {ASO) Constrained? y (Y /N) Area= 0.00 ft' 182.29 ft' 0.00 ft' Trial Depth= S.17 ft (iterate until matches below) Force= 0.0 lb{ASO) O750.0 J§.,20, 0.0 lb (ASD} Iterated Depth = 5.14 ft Height= 11.0 ft ~ 0.0 ft Moment= 0.0 ft-lb (ASD} ) 0.0 ft-lb (ASD) Minimum Reinforcing= 1.27 in2 (0.50 percent per 2016 CBC §1810.3.9.4.2) Use 4 #6 bars i, :~~'~ . / Jj11j; ·•'!ll:l!l!• C'/ -~ ,'-':C -~i!!f4t--; . SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE OFFICE USE ONLY RECORD ID# _________________ , PLAN CHECK 11 ________________ 1 BP DATE Business Name Business Contact Telephone# 72.-0&47-IS<::12. PODS 6-\ter 00.VI i e I 1<na. o Project Address 'i-5'.2.0 Whi Zip Code APN# ~010 209-120-25-00 Plan File# Applicanl E-mail C-VYICl<:en-z.i .C.O O - The following questions represent the facility's a tlvttles, NOT the specific project description. R d o e o : Ind cate by c r inlthe tern, whether your business will use, process, or store any o the fol owing hazardous materials. app cant must contact the ire Protection Agency with jurisdiction prior to plan submittal. 8 (0 ce) and Occupancy Rallng: s (Warehouse) Faclllty's Square Footage (Including pmposec project): B (Office): 1,618 SF and S (Warehouse): 108,565 SF 1. Explosive or Blasting Agents 5. Organic Peroxides 9. Water Reactlves 13. Corrosives 2. Compressed Gases 6. Oxidizers 10. Cryogenics 14. Other Health Hazards 3. Flammable/Combustible Liquids 7. Pyrophoncs 11. Hlgh'y Toxic or Toxic Materials 15. None ofTilese. 4. Flammable Solids 8. Unstable Reactlves 12. Radloac!lves 1. 2. 3, 4. 5. 6. 7. 8. Expected Dale of Occupancy: (for new construction or remodeling projects) Is your business listed on the reverse side of this fonn? (check ell that apply). Will your business dispose of Hazardous Substances or Medical Waste In any amount? Will your business store or handle Hazardous Substances In quantities greater then or equal lo 55 gallons, 500 pounds and/or 200 cubic feel? & Will your business store or handle cerclnogens/reproducUve toxins In any quanllly? 18, Will your business use an existing or Install an underground slorege lank? D Will your business &lore or handle Regulated Substances (CaiARP)? D · tf the answer to any of the , San Diego, CA 92123. 0 CaiARP Exempt Date lnltlars 0 CalARP Required I Cole ln/Ua!s 0 CalARP Complete 181 Will your business use or Install a Hazardous Waste Tank System (Title 22, Article 1 0)? )& Will your business store petroleum In tanks or containers el your facillly with a total facllily storage capeclly equal to or realer then 1 320 allons? California's Abov round Petroleum Store a Act . Dale Initials • ~r.l'!.,",) T o · Any YES' answer requires a stamp from APCD 10124 Old Grove Road, San ego, 1 . -. o stamp requ red If 01 Yes llllll Q3 Yes iJlll Q4-Q6 No). The following questions are Intended to Identify the majority of a r po ut on ssues e t e p annlng stage. Pro)ecls may require addltlonafmeasures not ldenllfled by these questions. For comprehensive requlremenls contact APCD. Residences are typically exempt, except • those with more lhan one building• on the property; single buildings with more than four dwelling units; townhomes; condos; mlxed-commerclal use; deliberate bums; residences fonnlng part of a larger project. ['Excludes garages & small outbuildings.] 1. 2. 3. 4. 5. 6. YES NO B I □ □ D D 181: Will the project disturb 160 square feet or more of exlsllng building malerlals? Will any load supporting structural members be removed? Notlflcatlon may be required 10 working days prior lo commencing demollllon. (ANSWER ONLY IF QUESTION 1 or 2 IS YES) Hes an asbestos survey been perfonned by a Certlfled Asbestos Consullant or SIie Surveillance Technician? (ANSWER ONLY IF QUESTION 3 IS YES) Based on !he survey results, wlll lhe project disturb any asbestos containing material? Nollficalion may be required 10 working days pnor to commencing asbestos removal. D D WIii the project or associated construcllon equipment emit air contaminants? See the reverse side of this fonn or APCD factsheet (www1sd9pcd.org/jnfo/facts/peanits Pdfl for typical equipment requiring an APCD pennlt. D (ANSWER ONLY IF QUESTION 5 IS YES) Will the project or associaled construction equipment be lccated within 1,000 feel of a school bounda Briefly describe proposed pro)ecl: First generation tenanl improvements to shell building currently under construction. 'o / 10 /If> Date FIRE DEPARTMENT OCCUPANCY CLASSIFICATION· BY: DATE: I I EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED fOR BULDIHG PERMIT 8UT NOT FOR OCCUPANCY REl.eA!ieD fOR OCCUPANCY COUNTY-HMD• APCO COUNTY-HMO APCO COUNTY•HMD APCD •A stamp 1n this box only exempts businesses from completing or updating a Hazardous Materials Business Plan. Other permitting requirements may still apply. HM-9171 (08/15) county of San Diego -DEH -Hazardous Materials Division STORM WATER POLLUTION PREVENTION NOTES \ ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE AVAlLABLE ON SITE TO FACILITATE RAPID INSTALLATION OF EROSION ANO SEDIMENT CONTROL BMP, WHEN RAIN IS EMINENT. 2. THE OWNER/CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKINC ORDER TO TH[ SATISFACTION OF TI--!E CITY INSPECTOR AFTER EACH RUN-Off PROOUCJNG RAINFALL. 3. THE OWNER/CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY INSPECTOR DUE TO INCOMPLETE GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCTS WHICH MAY ARIS£. 4. ALL REMOVABLE PROTECTIII[ OE\JICES SH~.LL BE IN PLACE AT THE END OF EACH WORKING DAY 'M-!EN TH[ FIVE (5) 0,t,Y RAIN PROBABILITY FORECAST EXCEEDS FORTY P[C[NT ( 40%). SILT ANO OTl-lER DEBRIS SHALL BE REM0\-£0 AFTER EACH RAINF' AU. 5. All GRA\lfL BAGS SHALL CONTAIN 3/4 INCH MINIMUM AGGREGATE 6. ADEOUA TE EROSION AND SEDIMENT CONTROL AND PERIMETER PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUST BE INSTALLED AND MAINTAINED. 7. TI-IE CITY INSPECTOR SHALL HAV( THE AUTHORITY TO ALTER THIS PLAN DURING OR BEFORE CONSTRUCTION AS NEEDED TO ENSURE COMPLIANCE WITH CITY STORIJ WATER QUALITY REGULATIONS. OWNER'S CEKl1F1CATE: I UNDERSTAND ANO ACKN0\\1.EOGE !HAT I MUST: (1) IMPLEMENT BfST I.IAN~CEUENT PRACTICES (BMPS) DURING CON51RUCTION ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO A~OID THE M081LIZATION or POLWTANTS SUCH AS SEDll.l(NT AND TO AVOD THE EXPOSURE or STO'-M WATER TO CONSTRUCTION RELATED POLLUTANTS; AND (2) ADHERE TO, AND AT Al..l Tit.4ES, COMPLY WITH IBIS QTY APPROVED TIER I CONSTRUCTION S'WPP Tl-lROUGHDUT Tt1E DURATION OF Tl-IE CONSTRUCTION ACTIVITIES UNTIL THE CONSTRUCTION WORK IS COMPLETE AND APf'ROVED BY THE CITY or CARLSBAD . STORM WATER COMPLIANCE FORM TIER 1 CONSTRUCTION SWPPP E-29 CB ___ _ SW BEST MANAGEMENT PRACTICES {BMP) SELECTION TABLE Best Management Practice• (BMP) Oescriptlan ➔ CASOA Designal<>n ➔ Cons111Jdon Acl>i!'/ Gradir,• 'Sall Ols\urbonce Trenchln •cavQ\ion Stock ilinn Drilin· 'Bofinn Concrete As holt Sawcuttin• Conduit /Pi"" ln!lall0tion Stucco l'Uo,\or Work Waste Dis osal S\cnin Down Area E • men! Moinll!nonce and Fuolin· Hozordous Subs!Mce Use "'tora·e Delll<lterin· S,te ~ccess Across DJ! Othor li•I; lnstrud,ons. ErooionCQntrd BMP1 i ii ~ • " ' ' • , ~ Seiiment C0111tt11 BMPs ' ! • • t, ! ! I i i"i i ~ ! • .! ti..Jl. ,§ 1 ~ ~ ,l " • • • ~ • ~! ~l M 0 ' • N<>n-Storm Wiler Managemeot 8MP, WM1• Milllagemenl andMaterii• N<J'iooCont<:18MP• 1 Check th" box to tho let\ of all applicable corislrudion ocfoiity (first eolumn) ex;,ected to oecur during cO<lstruction. 2 ~~c~~~ ~~i i;.,~ ,~~.:~ l~· ~~~pdu~1~~e c1~n~1iii1,~~ t~11h~hli~rs ci,~~='rred~~~ ~~~~t1~. 5ir:;.0';~11et~iii./1:t't~~r. ~Ytis?j :~~~~[~~"~umber. Chom or,e .1 Refer to the CASOA construction hoo,<fbook for informoti<>r> and d1\oil1 o! the chos"" 81.!?s ood how to opply them to tt,1 project. SHOW THE LOCATIONS OF ALL CHOSEN BMPs ABOVE ON THE PROJECTS SITE PLAN/EROSION CONTROL PLAN. SEE THE REVERSE SIDE OF. THIS SHEET FOR A SAMPLE EROSION CONTROL PLAN. PROJECT INFORMATION Sile Addrus ___________ _ A,;sesso<'• Porcel Number; _______ _ Emergency Contocl: Name: ___________ _ .. NIA-Tenant Improvement project with building interior work only. 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