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Home My WebLink About1775 DOVE LN; ; CB153631; PermitCity of Carlsbad 05-25-2016 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB153631 Buildin!J Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: 1775 DOVE LN CBAD Tl 2150507000 $0.00 Sub Type: COMM Lot#: 0 Construction Type: NEW Reference# Status: ISSUED Applied: 10/26/2015 Entered By: RMA Plan Approved: 01/26/2016 Issued: 01/26/2016 Inspect Area PY Plan Check#: Project Title: DOVE LIBRARY-REPLACE BOOK STACK SHELVING-APPROX 400 LF. Applicant: Owner: CITY OF CARLSBAD CITY OF CARLSBAD 405 OAKAV CARLSBAD CA 92008 760434-2992 Building Permit Add'l Building Permit Fee Plan Check Add'l Building Permit Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'l Pot. Water Con. Fee Reel. Water Con. Fee Green Bldg Stands {SB1473) Fee Fire Expedidted Plan Review Total Fees: Inspector: $0.00 $0.00 $0.00 $0.00 $0.00 $1.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 {$2.00) $0.00 $0.00 $0.00 $1.00 $0.00 otal Payments To Date: Date: PUBLIC AGENCY 00000 Meter Size Add'l Reel. Water Con. Fee Meter Fee SDCWA Fee CFD Payoff Fee PFF {3105540) PFF {4305540) License Tax {3104193) License Tax {4304193) Traffic Impact Fee {31 05541) Traffic Impact Fee {4305541) PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee Sewer Fee Redev Parking Fee Additional Fees HMP Fee Green Bldg Standards Plan Chk TOTAL PERMIT FEES $0.00 Balance Due: Clearance: $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 ?? ?? $0.00 $0.00 NOTlCE: Please take ~of yoor p-qect inch . .des tt"e "lrrr.x:sit 'cH , dedicaticns, reservatioos, or ott-er ex.a::tioos hereafter wlectively referred to as ·~eeslex.a::ti have 9J days from the date tlis pemit 1/\eS issue::l to est irrr.x:siticn of th:lse feeslex.a::tioos. If yoo IYO!est trem, yoo rrust fdlcmtt"e p-otest proced ~ h in <?o.temrrent Co::le Secticn amo(a), and filett"e IYO!est and anyott"er reqjred infarraticnwth the Oty Mragerfor p-ocessing in aamJanc:ewt Cartsbad M.Jridpal Cb:le Secticn3.32.030. Failu-etotirrelyfdlcmthat pu:ajureV\111 bar anysutsequent lega ad:icntoattack, review, set aside, vdd, or anm treir irJlXSiticn. You are reretJy FURll-£R t\OllRED that yoor ri!]Tt to p-otest the sp;dfied feeslex.a::tioos !XES NOr .APPI.. Y to water and ~ ccnnecticn fees and capocity d1anges, nor pla'Tirg, zcning, grading or ott-er sinilar applicaticn p-ocessirg or service fees in ccnnecticn wth this p-qect. 1\ffi !XES IT .APPI.. Y to any feeslexadioos of Wich have 'ousi been ·vena NOTlCE sinilar to tlis cr as to Wich tt"e statute of linitaticns has 'ousi ott"erv.ise 'red. THE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: []PLANNING []ENGINEERING 0BUILDING []FIRE L:]HEALTH CjHAZMATIAPCD City of Building Permit Application Plan Check No. CP> I S"· 3(.:,3( 1635 Faraday Ave., Carlsbad, CA 92008 Est. Value Carlsbad Ph: 760-602-2719 Fax: 760-602-8558 Plan Ck. Deposit email: building@carlsbadca.gov www.carlsbadca.gov Date lb · 2(o · { ~ lsWPPP JOB ADDRESS SUITE#/SPACE#/UNIT# rPN 1775 Dove Lane --- CT/PROJECT # I LOT# rHASE# .r OF UNITS ~#BEDROOMS #BATHROOMS .I TENANT BUSINESS NAME I coNSTR. TYPE I ace. GROUP 4030 DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) Replace the selected book stacl!{ at Carlsbad City Library (Dove) with new. Approximately 400 If of new shelving EXISTING USE I PROPOSED USE I GARAGE (SF) PATIOS (SF) I DECKS (SF) FIREPLACE lAIR CONDITIONING I FIRE SPRINKLERS YESO NoD YES 0No 0 YESD NoD APPLICANT NAME $'+ Primary Contact (. v' -e.. J) i'd { t.ftleS&G ;WAke-PROPERTY OWNER NAME City of Carlsbad ADDRESS ADDRESS 405 Oak Avenue 1775 Dove Lane CITY STATE (:'> ZIP CITY STATE ZIP Carlsbad . u-zt.-l-.tB 1 CA 92008 Carlsbad CA 92011 p7X~ ~ jutV ' \FAX PHONE , -.I FAX I A,., A _ .......... "l([;o-4~'-f--z r<i' 3 ../1 ~f-"'""" 1 EMAIL ' 'yf"( V f 1/1 ' (\"I ()! I '<-_f EMAIL <;+-~"'<:."'·'._~\ell·~ v-~ .. j;sse.i!unk:e@carlslbadca.gov jess&.;iYRke@carlsbadca.gov DESIGN PROFESSIONAL Grossman & Sp1eer Associates, Inc. CONTRACTOR BUS. NAME Yamada ADDRESS ADDRESS 529 Hahn Avenue, Suite 200 16552 Burke Lane CITY STATE ZIP CITY STATE ZIP Glendale CA 91203 Huntinaton Beach CA 92647 PHONE PHONE 818-507-1020 I FAX 818-507-1556 714-843-9882 x17 I FAX 714-843-9202 EMAIL EMAIL engineer@grossmanspeer.com caesar@yamadaenterprises.com rTATE LICPE 2369 STATE LIC.# 'CLASS I CITY BUS. LIC.# (Sec. 7031.5 Busmess and Profess1ons Code: Any C1ty or County wh1ch requ1res a perm1t to construct, alter, 1m prove, demolish or repa1r any structure, pnor to Its 1ssuance, also reqUires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, 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 dollars [$500]). Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: D I have and 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. 0 I 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 carrier and policy number are: Insurance Co. _____________________ Policy No. _____________ _ Expiration Date ________ _ This section need not be completed if the permit is for one hundred dollars ($1 00) or less. 0 Certificate of Exemption: I certify that in the performance of the work for which 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: Failure to secure workers' compensalion 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, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. ,itS CONTRACTOR SIGNATURE DATE I hereby affirm that I am exempt from Contractor's License Law for the following reason: D 0 D I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). I am exempt under Section Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. DYes 0No 2. I (have I have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name address I phone I contractors' license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name I address I phone I contractors' license number): 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name I address I phone I type of work): Ji:S PROPERTY OWNER SIGNATURE 0AGENT DATE I certify that I have read the application and state that the above infonnation is conectand thatthe infonnation on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representative of the City of Carlsbad to enter upon 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 ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA penn it is required for excavations over 5'0' deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every penn it issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180days from the date of such penntt or if the buildiflil or work authorized by such penni! is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 106.4.4 Unifonn Building Code). JiS APPLICANT'S SIGNATURE DATE IJ·lf~J( 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 buifding@carlsbadca.gov or Mail the completed form to City of Carlsbad, Building Division 1635 Faraday Avenue, Carlsbad, California 92008. DELIVERY OPTIONS PICK UP: CONTACT (Listed above) CONTRACTOR (On Pg. 1) MAIL TO: CONTACT (Listed above) CONTRACTOR (On Pg. 1) OCCUPANT (Listed above) OCCUPANT (Listed above) MAIL/ FAX TO OTHER:---------------- Af APPLICANT'S SIGNATURE (Office Use Only) CA ASSOCIATED CB# -·----- NO CHANGE IN USE/ NO CONSTRUCTION CHANGE OF USE/ NO CONS'fRUCTION DATE Inspection List Permit#: CB153631 Type: Tl Date . ln!)R~c;t!_ot:~l!em _______ -·--- 05/23/2016 19 Final Structural 05/23/2016 19 Final Structural Wednesday, May 25, 2016 COMM Inspector Act Rl PY AP DOVE LIBRARY-REPLACE BOOK STACK SHELVING-APPROX 400 LF. Comments AM PLEASE/NO FIRE REQ/COF Page 1 of 1 SPECIAL INSPECTION AGREEMENT B-45 Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov In accordance with Chapter 17 of the California Building Code the following must be completed when work being performed requires special inspection, structural observation and construction material testing. Project/Permit: CB 15 '?~~\ Project Address:_~I7_7~S_tx>~~v~e~kt_V\'-e_,c=c._ ____ _ A. THIS SECTION MUST BE COMPLETED BY THE PROPERTY OWNER/AUTHORIZED AGENT. Please check if you are Owner-Builder 0. (If you checked as owner-builder you must also complete Section B of this agreement.) .;./..J· ., I; ~ 11 t-,., ~ame: (Please p~nn~~~~~~~~ ~v~· ~~~~~~~~~~~~~~~~~~~-/~<~S~~~C~IU~1U~t~~~~-(F~ t) (M.I.) (L~ Mailing Address,_,_: _4t__._..._J-=6-vO-""a""-.lt-=.__!f_._·\·L..>.ve...e_-· __ (b~-"--lc:__LV---'-{_:::_S_-c__~-"--'tt=d,___· _,C"-"_'k~··· ________ _ Email· e VYHlU· htL~C:§ctW?l (g[·;Lvld.(Jttti(C£71. t:JDI/ Phone:7bO 51&' -uZ32._ I am: DProperty Owner ~roperty Owner's Agent of Record DArchitect of Record DEngineer of Record State of California Registration ~umbe · Expiration Date: _______ ~ AGREEMENT: I, the undersigned, cleclare under penalty of perjury under the laws of the State of California, that I have read, understand, acknowledge and promise to comply with the City of Carlsbad requirements for special inspections, structural observations, construction materials testing and off-site fabrication of building components, as prescribed in the statement of special inspes;~ns n~~ed on thf approved plans and, as required by the California Buildi~g C~de. Signature: YtGU.{i tJ (Y AA~-,~ltvv'v'--Date: ----I-1L_£C:J=(£'-+/_,_i(4 _____ _ L ii '··· 0 ' r B. CONTRACTOR'S STATEMENT OF RESPONSIBILITY (07 CBC, Ch 17, Section 1706). This section must be completed by the contractor I builder I owner-builder. Contractor's Company ~ame:___l"-a~VVt,_,' ~tl""'t'-"L~a.__------------Please check if you are Owner-Builder 0 ~ame: (Please p~n0 -~~~~-~~1~~~-~~t·~t~~~~~~~~~~~~~~~~~~~~~~·~~~~~~~~~~- (First) (M.I.) (Last) Mai I i ng Address:___._! """'W~tJ-=6----'·?-__ J3"---''v'-"-lV!__Ck:._' e_·k_U_tCr_t --1)1----f"'~~lk__,_,lb__,__,fl-=t.'I-J1P-'--"' )-'--Yl-'-----"--12"-'-'tr£~::kt-L;--, --"<c"'-'-/A-__c___---L9-=2=-""h"--'4'-1'-- ' c t:U. . . -q 7 '4-Ctiesctv @ ·¥ai'V\ttdCu?n~rpn ses. corn Phone: ~;s'B+-44~+...,..._.,..,.-q ...,.:;-+'4 643--'1682. X./7 Email: State of California Contractor's License ~umber: ___ ~~~---Expiration Date:-~~~~-- • I acknowledge and, am aware, of special requirements contained in the statement of special inspections noted on the approved plans; • I acknowledge that control will be exercised to obtain conformance with the construction documents approved by the building official; • I will have in-place procedures for exercising control within our (the contractor's) organization, for the method and frequency of reporting and the distribution of the reports; and • I certify that I will have a qualified person within our (the contractor's) organization to exercise such control. • I will provide a final report I letter in compliance with CBC Section 1704.1.2 prior to requesting final inspection. Signature~: ______________________ Date:----------~ B-45 Page 1 of 1 Rev. 08/11 l E: ~~3( SOUTHERN CALIFORNIA SOIL&TESTII\JG, INC. A California Certified Small Business Enterprise (SBE) 121491 LEA# 047 6280 Riverdale Street SAN DIEGO, CA 92120 Phone (619) 280-4321 Fax (619) 280-4717 83-7 40 Citrus Avenue, Suite G INDIO, CA 92201 Phone (760) 775-5983 Fax (760) 775-8362 1130 PalmyritaAvenue, Suite 330-A RIVERSIDE, CA 92507 Phone (951) 965-8711 lSu"'{Lt:~ f&·:a-SCS&T FILE NO.: 'J I cJ 1< l I PL I I _I Nc_l t I FIX I P.O.NO.: PAGE OF FIELD INSPECTION REPORT FOR: 0 REINFORCED CONCRETE 0·-REINFORCED MASONRY 0 WELDING · 0 FIREPROOFING 0 Q. C. CONCRETE 0 ROOFING I WATERPROOFING D RT. CONCRETE I STRESS 0 EPOXY ANCHORS 0 H.S. BOLTING [:!i "'Ti::>R~'"'-~ \ii::;.~\\~ PROJECT TITLE: LrHASE #: DSNOSHPD FILE NO.: DSAAPR NO.: Cl..\\'1 c-1' ~tl.~.r~BA>.D . C..\ li'-1 1..-tP~~ PROJECT ADDRESS PERMIT NO.: PLAN FILE NO.: ,,., s Do'-4E. \..--~~:;;;.,. ~a..'"'"""~~n C~\5">5"'4.\ ARCHITECT: ENGINEER: ~a..\:>v...P 4 'l\c:;,. GENERAL CONTRACTOR: SUB CONTRACTOR: ?0-~>..U:t.. LOCATION OF WORK INSPECTED: I '5,\ -~L4.:>YJtil._ ~D'D\(..'5.\~i-1./t~ .; MATERIAL CLASSIFICATION: ;,)I'&>' ~ 2.j4 •. "-~-y \.l.-\1.-'\ ' \<::.-~~\7- DATE I DESCRIPTION OF WORK INSPECTED: TIME ARRIVED: TIME DEPARTED: 5~j~·ll.,. . \':> (2.:~~ ~"S. "'\ \ ~~(. .. '\-~~ 0~-S\\i:;. f>,S,. ~y~~~:O. '"'\'"C> "-~-.L.;. ~$."\\~~ ct.-:.~ C)u. "-'~ A:\ '"'rl~ l -::;, -;.I..D~~ ~DC:>\t:. .S. \~1-E ~~"~~~s. 2..'1 3je, 'f ~3 14' \-\u.:\' ~A \"'2-wt:;;;.J)C.:~~ . ~r:.C-~IZ-i t:t.f)-«£ \~'.~ux: .. D. ~~~~~ 'Th;;; S. \I:;;;.{) ~ ':;.:2.' .. J,_~ ttY--~~~\,.1-.~(,...\:U~R_ ·-u:::.;~C... A. I Ci;..~.<-....Q •. \2.,~0 i-~(l.;~v£: w~~""~~. AL>... iS.C>l..-;;,<:,. \~.5..\:l:lii.f_) ~\ 1-'0,._r::::,. ~\'i:;.~ 7--,;:;:. :.:.."""\ • ~cs~~ PRINTNAME ~ u,Q~~'\ rE. REVIEW: CBC/ICC I hereby certify that I have .inspected the. above reported work. Unless noted ~) su,r.o' otherwise the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. 1\ ..P~, l'-'--S~\554~ Inspector Initials J lA . IN~~~E~ ' REGISTRATION NO. DSA!OSHPD I hereby cerrify that I have inspected the above reported work in accordance ,___ c I~ with the requirements of DSA!OSHPD approved documents. Sampling and testing were \~.\ ' "'~-'-.::> .. , '"" -conducted in accordance with the requirements of the DSA/OSHPD approved documents. *AUTHORIZING SIGNATURE u DATE . The work inspected complies with the DSA/OSHPD approved documents. Yes: No: Inspector Initials: *signature authorizes the above work SCS&T 205 REV 7/]0 .. . 1·-·. SOUTHERN CALIFORNIA SOIL &TESTING, INC. A California Certified Small Business Enterprise (SBE) 6280 Riverdale Street 83-740 Citrus Avenue, Suite G SANDIEGO, CA92120 INDIO, CA92201 Phone (619) 280-4321 Fax (619) 280-4717 Phone (760) 775-5983 Fax (760) 775-8362 121488 LEA# 047 1130 PalmyritaAvenue, Suite 330-A RIVERSIDE, CA 92507 Phone (951) 965.-8711 1 cj ~I I PL I J I NCI J lFIX I SCS&T FILE NO.: jsc"\4~ ?~ · i1. P.O. NO.: PAGE OF FIELD INSPECTION REPORT FOR: 0 REINFORCED CONCRETE 0 REINFORCED MASONRY 0WELDING 0 FIREPROOFING 0 Q. C. CONCRETE 0 ROOFING I WATERPROOFING 0 RT. CONCRETE I STRESS 0 EPOXY ANCHORS 0 H.S. BOLTING [jl \O~~C, ~S.I\tX.,.. PROJECT TITLE: rHASE #: DSNOSHPD FILE NO.: DSAAPR NO.: C ~\"/ Of' CAO.'-S.&.o C...{N W f;.f1t..o.R-.Y PROJECT ADDRESS PERMIT NO.: PLAN FILE NO.: li~ -s D:::N~ l 1!:1....1..::::. c..r~~w.. {2)},('\ C e::, \:SO SD"'- ARCHITECT: ENGINEER: Gt'-::>I.AP 4 -n-c;,. GENERAL CONTRACTOR: SUB CONTRACTOR: Ylli'l..-...JA. LOOATION OF WORK INSPECTED: ,sT /).,.,.,),.~ .,_.JO ~:I,..<:)C),g_ Ro~'-'s~..;;. ~i.::;_<:;, MATERIAL CLASSIFICATION: 3, i,g I' "f. 2:.3 14: '14" ~ !>I ' ·t' llo...·'\ ' ¥-f;:;.-' ~. 2. '"'"" , .... ;:\;;:~ ~f) DATE I D~s~~TioN_ OF wo_RK INSPECTED: TIME ARRIVED: TIME DEPARTED: 5-ro::~ · IL,. ~~w v-<:;,. \\;i;;:'t.."'\ ~~G. ~ \-\(~.."-.. 0~ ·.';:,\\E; fl.5.. ~~~S.Th;;O. ~a:~~ ""\'t$;\\~ C::::.M.Dut;__,.~{) ~ ~ ~~~\tl..f' ~tXI.4'->fl.c.l 0.._\ ~ _\~ ~ ·~~C) \=' ~..e:>:::ol~ • !,"2. S,C,.y\. .:>,_)'S, Of t3P=~<t--S.~I...'.It~ ~C,.tA-UQ-"'1~ ~1\\.\ t'-~ ~;\Y~?$:::.';::> \'~0 ~) \1 ,. 1.\ \..)\ ;z;31~' tr'%-..J'\ l'L"".s\ ~0 \\ ~·:: .. :;-U)~ "ii>f" ~¢':>ok '5.\:\-CWc-'\o ~c;...t+"::>Q.~;:: t.~>-M 4~ ~>1..5>\ Wo. \'L. ~ta· "-"_\ -~ .?j'\: etc'-'6~i)~S.. ~;,.~ \"i; ~·~<~:. ¥ -a.<::;, t:-'\ l U'~ f'-:-'-{l.. ~.,!;.\,.L-'r~\v!.k >J_'~ I lJ..s.:\Q..(-· C...\\~ 1.4 ~ ' -.)(,. ~ ~1,..~\l-Ac.;~(\ 'l""C>(;t~;,I..:F.;. w 1,2.<¢-,.:Y-~\. ~~,.~,.. &:::x_.~ ~~M-"'-'i) \"''~'·"~ \,.;::.1\-C:::. \12-~ .,, ~l:i> t-l~0~. ~ PRINTNAME "-I)S,,;c:Qt-\ L)IJ.{L-c~ IRE. REVIEW: CBC/ICC I hereby certify that I have inspected the above reported work. Unless noted r/£L '50ti 2>~ otherwise the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building Jaws. I L'-S~i-5 5'4·'<-Inspector Initials ·-.J.v '"~Jf?' REGISTRATION NO. DSA!OSHPD I hereby certify that I have inspected the above reported work in accordance I ) :±··· /l e/ ,?" I ' " with the requirements of DSNOSHPD approved documents. Sampling and testing were ~~ . /@:_ ) /'if··/(;; conducted iri accordance with the requirements of the DSNOSHI'D approved documents. *AUTHORIZIN~SIGN:t\TURE vc ./ DATE The work inspected complies with the DSNOSHPD approved documents. Yes: No: Inspector Initials: *signature authorizes the above work SCS&T 205.REV 7/10 EsGil Corporation In Partnersliip witfi qovernment for CJ3uiCding Safety DATE: NOV.05,2015 JURISDICTION: CARLSBAD PLAN CHECK NO.: 15-3631 PROJECT ADDRESS: 1775 DOVE LANE PROJECT NAME: DOVE LIBRARY SET: I 0 APPLICANT 0 JURIS. 0 PLAN REVIEWER 0 FILE 0 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. [g) The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. 0 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 Corporation until corrected plans are submitted for recheck. 0 The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. 0 The applicant's copy of the1 check list has been sent to: [g) EsGil Corporation staff did not advise the applicant that the plan check has been completed. D EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: (by: ) Email: Mail Telephone~Fax In Person REMARKS: c(y Policy requires that their Special Inspection Form be completed for epoxy anchors. Also note on plans that the book stack shelving anchorage is as per details in the attached 8%"x 11" package. h . 'o~ *[Library book shelving installation & anchorage is under this permit only]. By: ALI SADRE, S.E. Enclosures: EsGil Corporation 0 GA 0 EJ 0 MB 0 PC 10/29 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 [DO NOT PAY-THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PREPARED BY: ALI SADRE, S.E. BUILDING ADDRESS: 1775 DOVE LANE BUILDING OCCUPANCY: B/V-B BUILDING AREA [ Valuation PORTION (Sq. Ft.) Multiplier Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb IBy Ordinance BI~Pe;mit -Fee by Ordinance .., .J ----·~--------~«~~""'"' Pl~c~~k Fee by Ordinance •] ------·------·------- Type of Review: 0 Complete Review D Repetitive Fee ~----~Repeats I .~:J * Based on hourly rate o Other Hourly 0 EsGil Fee PLAN CHECK NO.: 15-3631 DATE: NOV.05,2015 Reg. VALUE Mod. o Structural Only 1-----1-.5-tl Hrs. @ • $116.00_ ($) Comments: Library book shelving installation & anchorage is under this permit only. $217.501 $174.001 Sheet 1 of 1 macvalue.doc + PLANNING DIVISION !BUILDING PLAN CHECK APPROVAL P-29 DATE: 10/27/15 PROJECT NAME: INTERIOR Tl PROJECT ID: Planning Division 1635 Faraday Avenue (760) 602-4610 www.carlsbadca.1wv PLAN CHECK NO: CB153631 SET#: ADDRESS: 1775 DOVE LN APN: [g) This plan check review is complete and has been APPROVED by the PLANNING Division. By: PAM DREW A Final Inspection by the PLANNING Division is required Yes L8J No You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check APPROVAL has been sent to: JESSE.ZUNKE@CARLSBADCA.GOV For questions or clarifications on the attached checklist please contact the following reviewer as marked: PLANNING . 760-602-4610 0 Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.gov 0 Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.gov [g) Pam Drew 760-602-4644 Pam. Drew@carlsbadca.gov Remarks: ENGINEERING 760-602-2750 .. FIRE PREVENTION Raenette Abbey From: Christina Wilson Sent: To: Wednesday, December 09, 2015 8:54AM Raenette Abbey Subject: FW: CB153631 Dove Library plans do not need CFD plan review Raenette, For CB153631 Dove Library (book stack shelving), I had sent the email, but not marked it in Permits Plus. My mistake! So, sorry. It is now taken care of in Permits Plus. Chris From: Christina Wilson Sent: Monday, October 26, 2015 5:35 PM To: Jesse Zunke; Building Subject: CB153631 Dove Library plans do not need CFD plan review Jesse, CB153631 Dove Library plans do not need CFD plan review. Thank you, Chris Christina Wilson Fire Prevention Secretary City of Carlsbad 1635 Faraday Ave. Carlsbad, CA 92008-7314 www .ca risbadca .gov P 760-602-4665 phone I F 760-602-8561 1 GROSSMAN & SPEER ASSOCIATES, INC. 529 HAHN AVENUE, SUITE 20G, GLENOALE, CAUFOR'\IA 91203 nits Anchorage Calculations Structural Calculations DESCRIPTION Seismic Coefficient Loads-1st Floor-Library Shelving Library Unit Anchorage Calculations Loads -1st Floor -4-Post Shelving 4-Post Unit Anchorage Calculations HHti KB-TZ Allowable Tension and Shear Loads -2nd Flam -Library Shelving Library Unit Anchorage Calculations Simpson Titen HD Allowable Tension and Shear Plan and Details PAGE# 2 3 4 5 6 7 8 9-10 11 12-34 STRUCTlTRAL ENGDiEERS {lll8) 507-Ul20 • FAX (818) 507-1556 PROJECT NUMBER: 15118 FOR: PAGE: Yamada 1 BY: DATE: AS 9/30/i5 A California registered structural engineer other than Grossman & Speer shall review the existing slab on grade or floor framing for the new shelving loads. GROSSMAN & SPEER ASSOCIATES, INC. 529 HAHN AVENUE, SIDTE 200, GLENDALE, CALIFORNIA 91203 ... ,l!h~~~JIJh!D,MA, "' ---~ _,, , PROJECT: Dove Library SUBJECT: STRUCTURAL ENGINEERS (818) 507-1020 • FAX (818) 507-1556 e-mail: engineers@grossmanspeer.com PROJECT NUMBER: 15118 FOR: PAGE: Yamada 2 BY: DATE: Seismic Coefficient AS 9/30/15 Seismic Loading on shelving shall be based on ASCE 7-10 Chapter 13 Seismic Design Requirements For Nonstructural Components. Criteria (based on USGS website and ASCE 7-10) Sds = ap = 0.763 1 (Address: 1775 Dove Lane, Carlsbad, CA 92011) (ASCE 7-10 Table 13.5-1) Rp= lp = 2.5 1 (ASCE 7-10 Table 13.5-1, Anchors seismically qualified with ACI355.2) (ASCE 7-10 Section 13.1.3) z= h= 14 37 (Floor height [ft.] where shelving is located) (Building height [ft.]) Seismic Coefficient (ASCE 7-10 Section 13.3.1) Fp = 0.4*ap*Sds*Wp*(1+2*(z/h))/(Rp/lp) = Fpmax = 1.6*Sds*lp*Wp = Fpmin = 0.3*Sds*lp*Wp = Fp = 0.229 Wp 1.221 Wp 0.229 Wp Seismic Coefficient for Vertical Component (ASCE 7-10 Section 13.3.1) Fpvert = 0.2*Sds*Wp = 0.153 Wp Seismic Coefficients in ASD 0.214 Wp Governs Per ASCE 7-10 Supplement #1, Overstrength Factor Q = 2.5 For Concrete Anchorage Controlling Combination: (0.9 -Fpvert)D + OE/1.4 Fp = 0.229 /1.4 = Fpvert = 0.153 /1.4 = 0.164 Wp 0.109 Wp GROSSMAN & SPEER ASSOCIATES, INC. STRUCTURAL ENGINEERS 529 HAHN AVENUE, SUITE 200, GLENDALE, CALIFORNIA 91203 (818) 507-1020 • FAX (818) 507-1556 ,,.l!hHIJ IJ~ lD' M A, do • • d e-mail: engineers@grossmanspeer.com 6-f""J "'(\..,'\) v ' I "'1rvr~ ~~~Tr I~ v r v rv '"\J ~ " v ~ 'J v PROJECT NUMBER: 15118 PROJECT: FOR: PAGE: Dove Library Yamada 3 SUBJECT: BY: DATE: Loads and Lateral Distribution AS 9/30/15 Material: Paper Media Weight of material is based on CBC 2013 Table 1607.1 Footnote n Loads shall be based on whichever is less between volume (Case 1) and 14.25 length (Case 2). 11.25 Shelf Depth 9 II 11.25 Shelf Width 36 II 90 11.25 Case 1: 11.25 Wt (vol) = 33 pcf Wt!Lvl= 70 lbs/level 11.25 Case 2: 11.25 Wt (length)= 25 plf Wt/Lvl = 7 4 lbs/level 3 36 Case 1 Governs: Weight of Paper Media 70 lbs/level Shelf Clear Heights Elevation Est. Weight of Shelf 15 lbs/level Total Load 85 lbs/level Lateral Distribution (ASD): Level h (inches) Wi (lb) Fp (lb) Mot (in-lb) 7 75 89 15 1094 6 63 85 14 872 5 51 85 14 706 4 39 85 14 540 3 27 85 14 374 2 15 85 14 208 1 3 85 14 42 Total: 597 98 3833 Total Weight, Wp = 597 lbs Total Overturning Moment, Mot= 3833 in-lb Fp = 0.164 Wp = 98 lb Fpvert = 0.109 Wp = 65 lb GROSSMAN & SPEER ASSOCIATES, INC. 529 HAHN AVENUE, SUITE 200, GLENDALE, CALIFORNIA 91203 ,.,,lfl!Jij/IJhA~,Mt "" ·-"·"' , .. ,vor~~v~p~1~1 r,~vrvv rrvv~v~ 'J v vv v v ~--- PROJECT: Dove Library SUBJECT: Stationary Double Sided End Unit Anchorage Calculations Forces (Back-To-Back Shelves. 2 Shelves) 0 0 = 2.5 PJAMB = (2.5)*(2 Shelves)*(Mot) I d = PoL= 0.9*(2 Shelves)*WI2 = PvERT = (2 Shelves)*FPvERTI2 = PuPLJFT = P JAMB -PoL + PvERT = T = PuPLJFT = V=(2.5)*(2 Shelves)*Fp = Anchorage 593 lbs 488 lbs 1065 lbs 537 lbs 65 lbs 593 lbs 2-318" Hilti KB-TZ x 2-5116" Emb.@ 36" o.c (ICC ESR #1917) 1 in tension 2 in shear Tallow= 1*(1CC Value)= Vallow = 2*(1CC Value)= ICC ESR #1917 Section 4.2.2 ( T I Tallow) + (VI Vallow) = 790 lbs 2094 lbs OK 0.983 < 1.2 2-318" Dia. x 2-5116" Emb. Hilti KB-TZ at 36" o.c. OK (ICC ESR #1917). Anchors to be installed per ICC report. Special Inspection Required Fp STRUCTURAL ENGINEERS (818) 507-1020 • FAX (818) 507-1556 e-mail: engineers@grossmanspeer.com PROJECT NUMBER: 15118 FOR: PAGE: Yamada 4 BY: DATE: AS 9130115 lll Wnl ~ FPvERT + I I l PJAMB 20 II GROSSMAN & SPJEER ASSOCIATES, INC. 529 HAHN A VENUE, SUITE 200, GLENDALE, CALIFORNIA 91203 ",lfliJ~jJIJ~!D,MA, ,, ,_A~" ' PROJECT: Dove Library SUBJECT: Loads and Lateral Distribution Material: Paper Media Weight of material is based on CBC 2013 Table 1607.1 Footnote n Loads shall be based on whichever is less between volume (Case 1) and length (Case 2). Shelf Depth 18 II Shelf Width 42 II Case 1: Wt (val)= Case 2: Wt (length)= 33 pcf Wt/Lvl = 50 plf Wt!Lvl= Case 2 Governs: Weight of Paper Media Est. Weight of Shelf Total Load Lateral Distribution (ASD): Fp = Fpvert = Level h (inches) Wi (lb) 6 71 188 5 58 188 4 45 188 3 32 188 2 19 188 1 6 188 Total: 1130 Total Weight, Wp = 1130 lbs Total Overturning Moment, Mot= 0.164 Wp = 0.109Wp = 185 lb 123 lb 177 lbs/level 173 lbs/level 173 lbs/level 15 lbs/level 188 lbs/level Fp (lb) Mot (in-lb) 31 2185 31 1785 31 1385 31 985 31 585 31 185 185 7110 7110 in-lb STRUCTURAL ENGINEERS (818) 507-1020 • FAX (818) 507-1556 e-mail: engineers@grossmanspeer.com PROJECT NUMBER: 15118 FOR: PAGE: Yamada 5 BY: DATE: AS 9/30/15 1-------112.25 12.25 84 1-------112.25 12.25 1-------112.25 12.25 1-------16 42 Shelf Clear Heights Elevation GROSSMAN & SPEER ASSOCIATES, INC. 529 HAHN AVENUE, SUITE 200, GLENDALE, CALIFORNIA 91203 ,,l*'~JlJ~ A~ rcMJl "-~, _ "d ~-, ~~P'P ~~~ 1 r·~ v r v v v . v v • v ~ '" v p -v PROJECT: Dove Library SUBJECT: Stationary Single Sided End Unit Anchorage Calculations Forces (Single Shelf Unit. 1 SheiO 0 0 = 2.5 P JAMB = (2.5)*( 1 Shelf)*(Mot) I d = PoL= 0.9*(1 Shelf)*WI2 = PvERT = (1 Shelf)*FPvERr12 = PuPLIFT = P JAMB -PoL + PvERT = T = PuPLIFT = V = (2.5)*(1 Shelf)*(Fp) = Anchorage 728 lbs 462 lbs 1175 lbs 508 lbs 62 lbs 728 lbs ' STRUCTURAL ENGINEERS (818) 507-1020 • FAX (818) 507-1556 e-mail: engineers@grossmanspeer.com PROJECT NUMBER: 15118 FOR: PAGE: Yamada 6 BY: DATE: AS 9130115 4-114" dia. Simpson Titen HD x 1-518" Emb. @each upright (ICC ESR #2713) 18 " 2 in tension 4 in shear Tallow= 2*(1CC Value) = Vallow= 4*(1CC Value) = ICC ESR #2713 Section 4.2.2 ( T I Tallow) + (VI Vallow) = 842 lbs 2417 lbs OK 1.056 < 1.2 OK 4-114" Dia. x 1-518" Emb. Simpson Titen HD at each upright (ICC ESR #2713). Anchors to be installed per ICC report. Special Inspection Required J-J- d= 15.125 PROJECT: Dove Library SUBJECT: STRUCTURAL ENGINEERS (818) 507-1020 • FAX (818) 507-1556 e-mail: engineers@grossmanspeer.com PROJECT NUMBER: 15118 FOR: PAGE: Yamada 7 BY: DATE: 3/8" Dia. Hilti KB-TZ with 2-S/'16" Embed., Allowable Tension and Shear Calculation AS 9/30/15 ICC ESR 1917 and ACI 318 For Tension: Check if concrete breakout strength in tension will govern ICC ESR 1917 Section 4.1.3 refers to ACI 318 Section D.5.2.2 and using hef and kcr values from Table 3 of ICC ESR 1917 For 3/8" diameter bolts: hef = 2 kcr = 17 f'c = A= (Table 3, ICC ESR 1917) (Table 3, ICC ESR 1917) 2500 psi 1.00 (Normal weight concrete, ICC ESR 1917 Section 4.1.12) Nb = (k)*(A)*sqrt(fc)*(hef11 1.5) Nb = 2404 lbs (ACI 318 Section D.5.2.2) Ncb= (Anc/Anco)*'+'ed,n*'+'c,n*'+'cp,n*Nb (ACI 318 Section D.5.2.1) Due to anchors not close to the edge of slab, the Anc/Anco term will be = 1.00 '+'ed,n = 1 (c > 1.5hef, since anchor is not close to edge of slab) '+'c,n = 1 (post installed anchors) '+'cp,n = 1 Ncb = 2404 lbs 0.75Ncb = 1803 lbs (ACI 318 Section D.3.3.4.4) Check if Pullout Strength concrete will govern Np,cr = A *Np,cr == 2270 (Table 3 of ICC ESR 1917) Np,cr = Np,cr*(sqrt(f'c/2500)) (ICC ESR 1917 Section 4.1.4) 0.75Np,cr = 1703 lbs Governs Table 3 of ICC ESR 1917 <P = 0.6Ei (Strength Reduction Factor for Tension, Concrete Failure Mode) Tallow = <PNb/a a= 1.4 (ICC ESR 1917 Section 4.2.1, Seismic loading) Tallow= 790 lbs For Shear: Check if concrete breakout strength of anchor in shear will govern ICC ESR 1917 Section 4.1.6 refers to ACI 318 Section 0.6.2, however since the anchors will not be close to the edge of the slab, it won't govern Check if concrete: pryout strength of anchor in shear will govern ICC ESR 1917 Section 4.1.7 refers to ACI 318 Section D.6.3 Vcp = kcp*Ncb kcp = 1.0 (hef < 2.5) Ncb is calculated above Vcp = 2404 lbs Check if steel strength in shear (seismic) governs (Table 3 of ICC ESR 1917): Vseis = 2255 lbs Governs <P = 0.65 Vallow = <PVcp/a Vallow = (Strength Reduction Factor for Shear, Steel Failure Mode) a = 1.4 (ICC ESR 1917 Section 4.2.1, Seismic loading) 1047 lbs GROSSMAN & SPEER ASSOCIATES, INC. ' STRUCTURAL ENGINEERS 529 HAHN A VENUE, SUITE 200, GLENDALE, CALIFORNIA 91203 (818) 507-1020 • FAX (818) 507-1556 " .lj~ "~ljJ 1.1 ~ AfL, M A, "" . . A -. • ' e-mail: engineers@grossmanspeer.com v _.. PROJECT NUMBER: I Q~~~llf'l~i~Tr~ v r v v lf~D Q 0 v'" 'l v v~ v 15118 PROJECT: FOR: PAGE: Dove Library Yamada 8 SUBJECT: BY: DATE: Loads and Lateral Distribution AS 9/30/15 Material: Paper Media Weight of material is based on CBC 2013 Table 1607.1 Footnote n Loads shall be based on whichever is less between volume (Case 1) and 14.25 length (Case 2). 11.25 Shelf Depth 9 II 11.25 Shelf Width 36 II 90 11.25 Case 1: 11.25 Wt (vol) = 33 pcf Wt/Lvl = 70 lbs!level 11.25 Case 2: 11.25 Wt (length)= 25 plf Wt/Lvl= 7 4 lbs!level 3 36 Case 1 Governs: Weight of Paper Media 70 lbs!level Shelf Clear Heights Elevation Est. Weight of Shelf 15 lbs!level Total Load 85 lbs!level Lateral Distribution (ASD): Level h (inches) Wi (lb) Fp (lb) Mot (in-lb) 7 75 89 15 1094 6 63 85 14 872 5 51 85 14 706 4 39 85 14 540 3 27 85 14 374 2 15 85 14 208 1 3 85 14 42 Total: 597 98 3833 Total Weight, Wp = 597 lbs Total Overturning Moment, Mot= 3833 in-lb Fp = 0.164 Wp = 98 lb Fpvert = 0.109 Wp = 65 lb GROSSMAN & SPEER ASSOCIATES, INC. 529 HAHN A VENUE, SUITE 200, GLENDALE, CALIFORNIA 91203 , oil*'~~~. ~)I~ ,JW1.6vy A -o~ A ,'~ ,V·j~P~P~~~1 r,~vrvv v 'VV ·v ~ \j v p-v PROJECT: Dove Library SUBJECT: Stationary Double Sided End Unit Anchorage Calculations Forces (Back-To-Back Shelves. 2 Shelves) 00 = 2.5 PJAMB = (2.5)*(2 Shelves)*(Mot) I d = PoL = 0.9*(2 Shelves)*WI2 = PvERT = (2 Shelves)*FPvERTI2 =: PuPLIFT = P JAMB-PoL+ PvERT = T = PuPUFT = V=(2.5)*(2 Shelves)*Fp = Anchorage 726 lbs 488 lbs 1198 lbs 537 lbs 65 lbs 726 lbs 4 -114" dia. Simpson Titen HD x 1-518" Emb. @ 36" o.c (ICC ESR #2713) 2 in tension 4 in shear Tallow= 2*(1CC Value)= Vallow = 4*(1CC Value)= ICC ESR #2713 Section 4.2.2 ( T I Tallow) + (VI Vallow) = 842 lbs 2417 lbs OK 1.064 < 1.2 OK 4-114" Dia. x 1-518" Emb. Simpson Titen HD at 36" o.c. (ICC ESR #2713). Anchors to be installed per ICC report. Special Inspection Required Fp • STRUCTURAL ENGINEERS (818) 507-1020 • FAX (818) 507-1556 e-mail: engineers@grossmanspeer.com PROJECT NUMBER: 15118 FOR: PAGE: Yamada 9 BY: DATE: AS 9130115 t Wm A FPvERT • I I J. PJAMB 20 II GROSSMAN & SPEER ASSOCIATES, INC. 529 HAHN AVENUE, SUITE 200, GLENDALE, CALIFORNIA 91203 ".tllljh~~ lJ~ ~~ Aj\0 A~ A-~ A -o.~ L ""~ , V'Y~plp ~~~ 1 r~ v r v v v -v v -v ~ ~ v p -v PROJECT: Dove Library SUBJECT: Single Sided Shelving Unit Wall Anchorage Wall Anchor Design Wall anchorage will be to either steel stud or masonry walls. Both types of wall anchorages will be checked. TroP = Fp I 2 = 49 # Metal Stud Wall 114" Tek Screw (ICC #1976) into Steel Stud Wall (20 ga. Min). Tallow= 156 # > TTOP OK 11 14" Tek Screw at each shelf Masonry Wall Hilti 318" x 2.5" Embed KB-3 Masonry Expansion Anchor Tallow= 626 #>TraP OK 1318" x2.5" Emb. Hilti KB-3 at each shelf Floor Anchor Design 0 0 = 2.5 T = FPvERT-0.9 W = V = 2.5*Fp I 2 = -472 # No Uplift 122 # 114" dia. Simpson Titen HD x 1-518" Emb. (ICC ESR #2713) Tallow= 421 # > T Vallow = 604 # > T ICC ESR #2713 Section 4.2.2 ( T BOT I Tallow ) + ( V BOT I V allow ) = 0.20 < 1.2 OK Use 114" Dia. x 1-518" Emb. Simpson Titen HD at each shelf. ICC ESR # 2713. Anchors to be installed per ICC report Special Inspection Required STRUCTURAL ENGINEERS (818) 507-1020 • FAX (818) 507-1556 e-mail: engineers@grossmanspeer.com PROJECT NUMBER: 15118 FOR: PAGE: Yamada 10 BY: DATE: AS 9130115 GROSSMAN & SPEER ASSOCIATES, INC. STRUCTURAL ENGINEERS (818) 507-1020 • FAX (818) 507-1556 e-mail: engineers@grossmanspeer.com 529 HAHN AVENUE, SUITE 200, GLENDALE, CALIFORNIA 91203 ,,.~~~"~~jJ~J~~~'MA, ~0 o~0 6 '' " PROJECT NUMBER: 15118 PROJECT: FOR: PAGE: Dove Library Yamada 11 SUBJECT: BY: DATE: 1/4" Diameter Simpson Titen HD with 1-5/8" Embedment, Allowable Tension and Shear AS 9/30/15 ICC ESR 2713 and ACI 318 For Tension: Check if concrete breakout strength in tension will govern ICC ESR 2713 Section 4.1.3 refers to ACI 318 Section D.5.2.2 and using hef and kcr values from Table 2 of ICC ESR 2713 For 1/4" diameter bolts: hef = 1.19 kcr = 17 fc = A= (Table 2, ICC ESR 2713) (Table 2, ICC ESR 2713) 3000 psi 1.00 (Normal weight concrete, ICC ESR 2713 Section 4.1.12) Nb = (k)*(A)*sqrt(fc)*(hefA1.5) Nb = 1209 lbs (ACI 318 Section D.5.2.2) Ncb= (Anc/Anco)*4Jed,n*4Jc,n*4Jcp,n*Nb (ACI 318 Section D.5.2.1) Due to anchors not close to the edge of slab, the Anc/Anco term will be = 1.00 4-'ed,n = 1 (c > 1.5hef, since anchor is not close to edge of slab) 4-'c,n = 1 (post installed anchors) 4-'cp,n = 1 Ncb = 1209 lbs 0.75*Ncb = 907 lbs (ACI 318 Section D.3.3.3) Check if Pullout Strength concrete will govern For 1 /4" Diameter bolts with 1-5/8" Embedment Pullout Strength of concrete will not govern design (Table 2 ICC ESR 2713, footnote 4) Table 2 of ICC ESR 2713 ¢ = 0.6Ei (Strength Reduction Factor for Tension, Concrete Failure Mode) Tallow = ¢Nb/a a = 1.4 (ICC ESR 2713 Section 4.2.1, Seismic loading) Tallow= 421 lbs For Shear: Check if concrete breakout strength of anchor in shear will govern ICC ESR 2713 Section 4.1.6 refers to ACI 318 Section D.6.2, however since the anchors will not be close to the edge of the slab, it won't govern Check if concrete pryout strength of anchor in shear will govern ICC ESR 2713 Section 4.1.7 refers to ACI 318 Section D.6.3 Vcp = kcp*Ncb kcp = 1.0 (hef < 2.5) Ncb is calculated above Vcp = 1209 lbs Check if steel strength in shear (seismic) governs (Table 4 of ICC ESR 2713): Vseis = 1695 lbs Doesn't Govern cp = 0.7 Vallow = ¢Vcp/a Vallow = (Strength Reduction Factor for Shear, Concrete Failure Mode) a = 1.4 (ICC ESR 2713 Section 4.2.2, Seismic loading) 6041bs FINISH SCHEDULE: COLOR OF SHELVING & CARRAIGES: MONTEL SHELVING: PAINT: ARCTIC WHITE KICK STRIP: PAINT: BLACK END PANELS: (DOVE LIBRARY): WOOD: MAPLE: SATIN CLEAR FINISH CANOPY TOPS: (DOVE LIBRARY): WOOD: MAPLE: SATIN CLEAR FINISH PLASTIC LAMINATE: FORMICA #7018~58 NAVY GRAFIX ~YAMADA LIJiuwENTERPRISES 16552 Burke Lane, Huntington Beach, CA 92647 (714)843-9882 + (800)444-4594 + FAX (714)843-9202 ---;.._..-... '-·""1'"'•"•'•·· ,-·, -; ~ • ..,... 'J .,, ~ ... , ... , •' . '• .... -···~·· '.,.,. ..... L 1 L 1 Ul M 1--12"-~-12"-~12"~j I M l\J ( ( IJ "<t I M I I IJ [12'-1 1~24' II - 36" J -FRONT VIEW--SECTION VIEWS - ------------------~~--~~~-------·----------------------------·-·-------- PROJECT: DOVE LIBRARY DESCRIPTION; BOOKSTACK TYPE: 42"H ~YAMADA ll.lluo!ENTERPR I SES LIBRARY INTERIORS 16552 Burke Lane Hunt!ng1on Beach, CA 92647 (800) 444-4594 FAX (714) 843·9202 NO REVISION DATE --- --- DRAWN BY: C.L. DATE: 09-14-15 SCALE: SHEET( 42"H) 3/4"=1'-0" - u u -u-1-1- Co ...... t-12"-f-12" 12'---iJ I ( ( lj t-I = ( I 1\ lj ...... co \ I ( ( I \ I ~ i I 1-\ ( ( \ lj I I I I'/ \lj II '"' N - c2 •. I 36" I -12"-1 -FRONT VIEW--SECTION VIEWS - -----------. -----------· ·------····-----------·------·-------------·- PROJECT: NO REVISION DATE ~YAMADA --- DOVE LIBRARY --- tllluaJENTERPR I SES DRAWN BY: C.L. LIBRARY INTERIORS 09-14-15 --16552 Burke Lane Huntington Beac-h, CA 92647 DATE: DESCRIPTION: (800) 444-4594 FAX (714) 843-9202 SCALE: SHEET: BOOKSTACK TYPE: 81"H 3/4"=1'-0" (81"H) -l L L u ro .,.... (-10" F----10" 10" ~J -12"-12" 12"- """ ' ( ( IJ ' ( ( IJ 1- ' b (j) ( ( 1\ IJ \ ' ( ( I \ IJ I f---\ I ( \ IJ I ' r I I ~J '-til t=: .. =J I J _10"J 36" 24" 12" 27" -FRONT VIEW--SECTION VIEWS - -·---------------------------------------------------------------·····-·· PROJECT: NO REVISION DATE ~YAMADA - -- DOVE LIBRARY - -- IfllualENTERPR I SES DRAWN BY: C.L. LIBRARY INTERIORS 16552 Burke Lane Huntington Beach, CA 92647 DATE: 09-14-15 DESCRIPTION: (600) 444-4594 FAX (714) 843-9202 SCALE: SHEET: BOOKST ACK TYPE: 90"H 3/411=1'-0" (90"H) L-----------------------~1-- 11-----------36" -----------1 -FRONT VIEW- 1-------------------- PROJECT: DOVE LIBRARY DESCRIPTION BOOKSTACK TYPE: 93"H 10" -12"-- ( ( ( ( I _10"_! 12" -SECTION VIEWS- ----------------------------------------------- NO REVISION Llh.LJJ YAMADA -- liLLiiiJ - - tl.lluoJ E N T E R p R I s E s DRAWN BY: LIBRARY INTERIORS 16552 Burke lane Huntington Beach, CA 02647 DATE: (800) 444-4594 FAX (714) 843-9202· SCALE: 3/411=1'-0" ------ DATE - - C.L. 09-14-15 SHEET: (93"H) PROJECT: DESCRIPTION: n:=================n ----1 SWAY / BRACE~ v ~ / X 1/ ~ I~-------42"-------~ -FRONT VIEW- DOVE LIBRAHY 4-POST SHELVING: 85"H to co .,..:IN (") ..- h=======rl J I .,..::J,N ..- h=======rl i .,..::J,N ..- h=======rl J I .,..::J,N ..- h=======rl i .,..:IN (") ..- h=======rl-f .,..::J,N ..- ~=====:::J J Ill ] __ , .. _ -SECTION VIEW- NO REVISION ~YAMADA IIJL..uaiENTERPR I SES DRAWN BY: DATE C.L. LIBRARY INTERIORS 16552 Burke Lane Huntington Beach, CA 92647 (800) 444-4594 FAX (714) 843-9202 DATE: 09-14-15 SCALE3/4"=1 '-0" 1(4~POST} #14 WOOD SCREW INTO END PANEL NO GUSSET @ END OF RANGE WHEN PANEL IS USED #14 WOOD SCREW INTO END PANEL ----=-+l------tlW'"-" FLOOR ANCHOR LOCATION DOVE LIBRARY RE-INFORCED FRAME W/ GUSSET -FIRST FLOOR - ADDITIONAL SEISMIC TUBE (3) 5/16-18 X 3 1/4 CARRIAGE BOLTS #14 BHMS x 5/8 LONG FLOOR ANCHOR LOCATION YAMADA E N T E R P R I S E S L16RARY INTERIORS 16552 Burke Lone Huntington Beach, CA 92647 (800) 444-4594 FAX (714) 843-9202 DRAWN: DATE: SCALE: SHEET: DATE C.L. 10-05-15 S4a NO GUSSET REQUIRED AT END OF RANGE WHEN AN END PANEL IS USED-----..__ ADDITIONAL SEISMIC TUBE ON EVERY OTHER FRAME~·-----lH~~.// GUSSET AT INTERMEDIATE CONDITION-----_ DOVE LIBRARY RE-INFORCED FRAME W/ GUSSET -SECOND FLOOR - FLOOR CLIP #14 WOOD SCREW INTO END PANEL #14 WOOD SCREW INTO END PANEL ---·-·-······ --- YAMADA E N T E R P R I S E S LIBRARY INTERIORS 16552 Burke Lane Huntington Beach, CA 92647 (800) 444-4594 FAX (714) 843-9202 DRAWN: DATE: SCALE: SHEET: DATE C.L. 10-05-15 S4b BASE BRKT ~ ..-1----l BASE SHELF I I I I 3/B"DIA x 2-5/16" EMBEDMENT (HIL Tl KB TZ) THRU BASE BRKT & GUSSET (ICC #1917) [SPECIAL INSPECTION REQUIRED] DOVE LIBRARY ANCHORING DETAIL -FIRST FLOOR - FRAME HEIGHT MORE THAN 66" NUT WASHER L p CP -ENGINEER OF RECORD (OF BUILDING) MUST VERIFY SUFFICIENCY OF (E) FLOOR TO RECEIVE SHELVING LOAD. YAMADA ENTERPRISES LIBRARY INTERIORS 16552 Burke Lone Huntington Beach, CA 92647 (800) 444-4594 FAX (714) 843-9202 DRAWN: DATE: SCALE: SHEET: DATE C.L. 10-05-15 1"=1'-0" S5a FLOOR CLIP BASE BRKT BASE SHELF 1/4"DIA x 1-5/8" EMBEDMENT (SIMPSON TITEN HD) THRU FLOOR CLIP (ICC #2713) [SPECIAL INSPECTION REQUIRED] DOVE LIBRARY ANCHORING DETAIL -SECOND FLOOR - L I_=] * CONRETE FILL THICKNESS SHALL BE FIELD VERIFIED. IF CONCRETE FILL THICKNESS IS DETERMINED TO BE LESS THAN 2-1 /2" IN ANY LOCATION WHERE SHELVING IS BEING INSTALLED, A PULL TEST SHALL BE PERFORMED IN THOSE AREAS. PULL TEST LOAD SHALL BE 842 LBS. FRAME HEIGHT MORE THAN 66" Cb 1/4"MACHINE BOLT W/ NUT & WASHERS THRU CLIPS, BASE BRKTS & GUSSET\ ~fP, -ENGINEER OF RECORD (OF BUILDING) MUST VERIFY SUFFICIENCY OF (E) FLOOR TO RECEIVE SHELVING LOAD. YAMADA E N T E R P R I S E S LIBRARY INTERIORS 16552 Burke Lone Huntington Beach, CA 92647 (800) 44?~4594 FAX (714) 843~9202 DRAWN: DATE: SCALE: SHEET: DATE C.L. 10-05-15 1"=1'-0" SSe I ' -·····------------------------··---,--------, ---.... -----···---- BASE BRACKET~ BASE SHELF~ 0 UNIT FRAME I I I I I I I I I I I I I I I I I I p w I I I I I I I I I FRAME HEIGHT 66" OR LESS I I I I I I I I I I I I [ c 0 I I I I IL Jl ~l================~--~----====F=======~J NUT~ WASHER~~ .,, -,, . 'I "'t1 • -<1_ ~-A 3/8"DIA x 2-5/16" EMBEDMENT j· . ., ,:: (HIL Tl KB TZ) THROUGH , . . · .; BASE BRACKET ' (ICC #1917) [SPECIAL INSPECTION REQUIRED] I l/1 . ·q ;,_ <" ·II ! l 1>'-.. ; I I 1> -fl . -" ~ -~- ;,.. l' -b. .., '"t> - ·---·---------------------------------------·------· l --. -------------------' SECTION @ BASE -ANCHOR@ EACH SHELVING UNIT AS SHOWN. I N-0 I ~EVISION I - I DOVE LIBRARY YAMADA DATE IIUIJ DRAWN: C.L. lllrlhJ FLOOR ANCHOR INSTALLATION llluuJ E N T E R P R I S E S DATE: 10-05-15 LIBRARY INTERIORS -FIRST FLOOR -16552 Burke lane Huntington Beach, CA 92647 (800) 444-4594 FAX (714) 843-9202 SCALE: 3"=1 '-0" SHEET: S5d ~----------------------······ -----·-·-· ---·--------------- BASE BRACKET BASE SHELF~ 0 UNIT FRAME 'i I I I I I I I I I I I I I I b ~ I I I I "-···· -----------· -··-... ~---· ·-----·--·--------· ------1 I I I I FRAME HEIGHT 66" OR LESS I I I I I I I I I I I I I I q ~ 0 I I I I IL f1 t Jl J ~IL============~==~~~F=======9=======~ II ""<1 I ~. ~ G I ! 1/4"DIA x 1-5/8" EMBEDMENT}' --.. ' . 4 (SIMPSON TITEN HD) THROUGH [ BASE BRACKET .<1 ;,. <" ··.,. --------------------------···-··--·-----------------···-----" ··-----------··------------------···----- SECTION @ BASE -ANCHOR @ EACH SHELVING UNIT AS SHOWN. I ;0 I ;EVISION I -I DOVE LIBRARY YAMADA DATE -IIU.lJ !Mil DRAWN: C.L. FLOOR ANCHOR INSTALLATION llual E N T E R P R I S E S DATE: 10-05-15 LIBRARY INTERIORS -SECOND FLOOR-16552 Eurke Lane Huntington Beach, CA 92647 (800) 444-4594 FAX (714) 843-9202 SCALE: 3"=1'-o" SHEET: SSe .~-.. ·-~-------'" --.. --" ......... -~---~-----.. ~~---""'"''"'""' -----··-~--"--"""""" ___ , _______ ~,-... -----·-----·---.~----··-·· -.. -. UNIT F~IE TO!? TIUBIE n l WAll ANCHOR. CUP ~ f'7 /"' 300 u 2"' u 12GA )( d"WiDIE _/~ v I l I 11@:::{1 · ====> ~"'DIA )( ~"TIEK ~CR.IEW I " I I iM"' DAAT~ laR.Ai\10 TIEK ~CREW / I l_ ----~--(ICC #5202) INTO ~TIEIElSTUD ~ I ll ______________ , _________ ----------------------J ____ ,,,_, _ _l__ _____ ~------'------····------·-·--·····- SECTION @ TOP ~-----~-------_,_, __ , ___ ,_~------.. ------------,-"-"-_ ..... ---"------,~-.. --------~-- 1[ I ~--------1 p p II ; " -q· ,,. 3/S"DDA )( 2-511S"IEMBIEDMIENT -., ~J (Hil Tl/l<B TZ) THRILl BA~IE y·"'. . . "· 181R.Ilcr l!. GIU~~IET -4 . . " ,c, (ICC #i9'i7) [SPECIAl . · .. - INSPECTION REQUIRED] ' . . · , .<I I I I I I I . - I I I I .... _ --.... , --"" --"""""'""'""'""--'-"-"-'""""-_, """'" ""'" -......... _ ...... ___ , _____________ ~---"""-" -.. , .. , _____ .. ______ .. _______ ~ SECTION @ BASE -ENGINEER OF RECORD (OF BUILDING) MUST VERIFY SUFFICIENCY OF (E) WALL & (E) FLOOR TO RECEIVE SHELVING LOAD. -ALL SINGLE FACED UNITS IN STRAIGHT RANGES MUST BE WALL ANCHORED. -ANCHOR @ EACH SHELVING UNIT AS SHOWN. I N-0 I ;EVISION I -DOVE LIBRARY DATE llkJdJ YAMADA WALL ANCHOR INSTALLATION &liiJ DRAWN: C.L. illwll E N T E R P R I S E S DATE: 10-05-15 (STEEL STUD WALL) liBRARY INTERIORS 16552 Burke Lone Huntingt<ln Beach, CA 92647 SCALE: 3"=1'-o" (800) 444-4594 FAX (714) 843-9202 -FIRST FLOOR -SHEET: S8a I BASE SHElf NUT- WASHIER UNIT IFRAMIE TOP TUIBIE WAll ANCHOR CIUIP' 3° X 200 X 12GA x ifwiDIE 3/300DIA X 2 1/2wiEMIBEDMEiii!T HILT! KB-3 (ICC #1385) [SPECIAl 11\!SPECTION REQUIRED] SECTION @ TOP 0 <J" -<1 -4. <" . <i" SECTION @ BASE -ENGINEER OF RECORD (OF BUILDING) MUST VERIFY SUFFICIENCY OF (E) WALL & (E) FLOOR TO RECEIVE SHELVING LOAD. -ALL SINGLE FACED UNITS IN STRAIGHT RANGES MUST BE WALL ANCHORED. -ANCHOR@ EACH SHELVING UNIT AS SHOWN. DOVE LIBRARY WALL ANCHOR INSTALLATION (C.M.U. WALL) -FIRST FLOOR - YAMADA E N T E R P R I S E S LIBRARY INTERIORS 16552 Burke Lone Huntington Beach, CA 92647 (800) 444-4594 FAX (714) 843-9202 DRAWN: DATE: SCALE: SHEET: DATE C.L. 10-05-15 3"=1 '-0" S8b -···---,..,-----------·-----;--c ------------- * CONRETE FILL THICKNESS SHALL BE FIELD VERIFIED. IF CONCRETE FILL THICKNESS IS DETERMINED TO BE LESS THAN 2-1/2" IN ANY LOCATION WHERE SHELVING IS BEING INSTALLED, A PULL TEST SHALL BE PERFORMED IN THOSE AREAS. PULL TEST LOAD SHALL BE 842 LBS. UN~T FIRAMIE TOP TU~IE - n SECTION @ TOP ----· -~------------ JSA~IE JBW\CKIET -------.., IBA~~ ~H~U" ~ i/~00DIA lt 'I-5/300~MIB~DM~NT . (~IMP~ON TIT~N HD) TH~U IBA~E JBW\CI<~T 1 _,. 4 0 (ICC #2713) (SPECDAl .. <J.. • · ,,- I I p tJ I I I I n.. : ~ . <J" J ·.· .. ..... l . . ---------~ --···--- ------- I I I I I I I I I I 11\!Sf!~CTION ~E~U-IR-ED~-----~ ___ '__ ---·----------------------·----·-----------___ ___ -----------_____ j SECTION @ BASE -ENGINEER OF RECORD (OF BUILDING) MUST VERIFY SUFFICIENCY OF (E) WALL & (E) FLOOR TO RECEIVE SHELVING LOAD. -ALL SINGLE FACED UNITS IN STRAIGHT RANGES MUST BE WALL ANCHORED. -ANCHOR @ EACH SHELVING UNIT AS SHOWN. I N-0 I ~EVJSJON I -DOVE LIBRARY DATE IJk.ldJ YAMADA WALL ANCHOR INSTALLATION AliiJ DRAWN: C.L. ..., E N T E R P R I S E S DATE: 10-05-15 (STEEL STUD WALL) LIBRARY INTERIORS 16552 Burke Lone Huntington Beach, CA 92647 SCALE: 3"=1 '-0" (800) 444-4594 FAX (714) 843-9202 -SECOND FLOOR-SHEET: S8c I ------------------------------------------------- * CONRETE FILL THICKNESS SHALL BE FIELD VERIFIED. IF CONCRETE FILL THICKNESS IS DETERMINED TO BE LESS THAN 2-1/2" IN ANY LOCATION WHERE SHELVING IS BEING INSTALLED, A PULL TEST SHALL BE PERFORMED IN THOSE AREAS. PULL TEST LOAD SHALL BE 842 LBS. 1/4"DIA lt 1-5/S•EMBEDMENT - (SIMPSON TITEN HD) TH~U BASE BAACKET (ICC #2713) [SPECIAl INSPECTION ~EQUI~ED] - UNiT IFRAM!E TOP TUBE WAll ANCHO~ CILIP 3" }( 2" lt 12GA lt d•WIIDIE 3/S"fDIA lt 2 'i/2"EMBIEDMIENT HILTII<B-3 (ICC #1385) [SPECIAl INSPECTION REQUIRED] SECTION @ TOP 0 -•<] <1 L _______________ --------------... -------- SECTION @ BASE -ENGINEER OF RECORD (OF BUILDING) MUST VERIFY SUFFICIENCY OF (E) WALL & (E) FLOOR TO RECEIVE SHELVING LOAD. -ALL SINGLE FACED UNITS IN STRAIGHT RANGES MUST BE WALL ANCHORED. -ANCHOR@ EACH SHELVING UNIT AS SHOWN. DOVE LIBRARY WALL ANCHOR INSTALLATION (C.M.U. WALL) -SECOND FLOOH - YAMADA ENTERPRISES LIBRARY INTERIORS 16552 Burke Lane Huntington Beach, CA 92647 (800) 444-4594 FAX (714) 843-9202 DRAWN: DATE: SCALE: SHEET: DATE C.L. 10-05-15 3"=1 '-0" S8d -----------------------.-,--D-o.-------------------------------------~ --------------------l 0 0 i 1----UPRIGHT ; I BOTTOM SHELF I Do oD i ~0 0~ 1 1 0 0 DO oo 0 0 oo oo 0 0 oo oO 0 0 Do oO 0 0 oo cO 0 0 Do oO 0 0 Do oO 0 0 oo oD 0 0 Do oO 0 0 ~ 0 -SIDE PANEL-0 ~ oo oO 0 0 oo oO 0 0 oo oD 0 0 DO oo 0 0 oo oO 0 0 Do aD 0 0 oo oO ~ 0t---UPRIGHT --~-10 ~ 0 0 Do oO 0 0 D 0 BOTTOM SHELF 0 D 0 0 DO oo 0 ~o {;;f"MB DO 0 oo o FLOOR CLIP oo 0 0 oD 0 aD 0 oO 0 oo 0 . '· .. · •·•f .. :· i:1t. ;~,~~;C:N51:,~~~~~~~~~~ ·5U· \r. •·• ·.:. ~ .· ·.· ... ·:· ·: '? J: : . •:: FLOOR CLIP (ICC #2713) -FRONT VIEW-[SPECIAL INSPECTION REQUIRED] -SECTION- -----------------------------------------------------------------~------------------------------------- FLOOR ANCHOR DETAIL@ 4-POST -ENGINEER OF RECORD (OF BUILDING) MUST VERIFY SUFFICIENCY OF (E) WALL & (E) FLOOR TO RECEIVE SHELVING LOAD. -ANCHOR@ EACH SHELVING UNIT AS SHOWN. DOVE LIBRARY FLOOR ANCHOR DETAIL YAMADA E N T E R P R I S E S LIBRARY INTERIORS 16552 Burke Lane Huntington Beach, CA 92647 (800) 444-4594 FAX (714) 843-9202 DATE DRAWN: C.L. DATE: 1 0-05-15 SCALE: 1-1/2"=1'-0" SHEET: S1 0 7/16" DIA t HOLE J '- c ~ :~-t ~c~ ------- -TOP VIEW- ---J:a~ ---J=a~ I (~ 5/16" DIA -+-_j_ HOLE~ ( .-r -11~ ~ -FROI\IT VIEW- MATERIAL: 3/16" STEEL PROJECT: DOVE LIBRARY DESCRIPTION: FLOOR CLIP: TYPE: 1 -SIDE VIEW- UYAMADA liiL..aiJENTERPR I SES LIBRARY INTERIORS 16552 Burke Lane Huntington Beach, CA 92647 (BOO) 444-4594 FI\X (714) 843-9202 NO REVISION DRAWN BY: DATE: SCALE· 6"=1'-0" DATE C.L. 10-05-15 1rc.tu 7/16" DIA t HOLE 0' (~ -r- ~~ t ;:a f-- -TOP VIEW- -4:o~ I Cv __j__ 5/16" DIA HOLE---+..-J -r-IN -FRONT VIEW--SIDE VIEW- f--------------------------------------------------. ----------------------------------------- MATERIAL: 3/16" STEEL PROJECT: DOVE LIBRARY DESCRIPTION' FLOOR CLIP: TYPE: 2 =YAMADA tUiuaJENTERPR I SES LIBRARY INTERIORS 16552 Burke Lane Huntington Beach, CA 92647 (800) 444-4594. FAX (714) 843-9202 NO REVISION DRAWN BY: DATE: SCALE: 6"=1'-0" t DATE C.L. 10-05-15