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Home My WebLink About1250 CARLSBAD VILLAGE DR; ; CB153630; PermitCity of Carlsbad 11-16-2015 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB153630 Building Inspection Request Line (760) 602-2725 Job Address: 1250 CARLSBAD VILLAGE DR CBAD Permit Type: Tl Sub Type: COMM Status: ISSUED Applied: 10/26/2015 Entered By: RMA Parcel No: 1561804600 Lot#: 0 Valuation: $0.00 Construction Type: NEW Occupancy Group: Reference# Plan Approved: 11/16/2015 Issued: 11/16/2015 Inspect Area Plan Check #: Project Title: COLE LIBRARY-REPLACE BOOK STACK SHELVING-APPROX 24,352 SF Applicant: 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 $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 Total Fees: $0.00 Total Payments To Date: Inspector: Owner: CITY OF CARLSBAD 405 OAKAV CARLSBAD CA 92008 760434-2992 Meter Size Add'l Reel. Water Con. Fee Meter Fee SDCWA Fee CFD Payoff Fee PFF (3105540) PFF (4305540) License Tax (31 04193) License Tax (4304193) Traffic Impact Fee (3105541) 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 L /(,. 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 approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exacti s." Y. u 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 s · 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. THE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: [,]PLANNING '' 1ENGINEERING []BUILDING []FIRE []f!fALTH []HAZMATIAPCD Building Permit Application Plan Check No. (J!.!S3 tJo Cicyof 1635 Faraday Ave., Carlsbad, CA 92008 Est. Value '-'\!Y' Carlsbad Ph: 760-602-2719 Fax: 760-602-8558 Plan Ck. Deposi~ email: building@carlsbadca.gov fh_ www.carlsbadca.gov ~ate ff)_/.l/. /f('-lswPPP JOB ADDRESS SUITE#/SPACE#/UNITII IAPN 1250 Carlsbad Village Drive --- CT/PROJECT # I LOT# I PHASE# I# OF UNITS I# BEDROOMS #BATHROOMS I TENANT BUSINESS NAME I CONSTR. TYPE I DCC. GROUP 4020 City of Carlsbad DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) Replace the book stacks at Georgina Cole Library (24,352 sq feet). EXISTING USE I PROPOSED USE I GARAGE (SF) PATIOS (SF) I DECKS (SF) FIREPLACE I AIR CONDITIONING I FIRE SPRINKLERS library Same YES[)! No[Z] YES [{]NoD YES[{] NoD APPLICANT NAME Jesse Zunke PROPERTY OWNER NAME Cit~, of Carlsbad Primary Contact ADDRESS ADDRESS 405 Oak Avenue 1250 Carlsbad Villa~e Drive CITY STATE ZIP CITY STATE ZIP Carlsbad CA 92008 Carlsbad CA 92008 PHONE 7 bfJ 43 '-j.2992 I FAX PHONE I FAX EMAIL EMAIL jesse.zunke@carlsbadca.gov jesse.zunke@ca1rlsbadca.gov DESIGN PROFESSIONAL Grossman & Speer 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 I STATE LICPE 2369 STATE LIC.# I CLASS I CITY BUS. LIC.# (Sec. 7031.5 Bus1ness and Profess1ons Code: Any C1ty or County wh1ch requ1res a perm1t to construct, alter, 1mprove, demoliSh or repa1r any structure, pnor to 1ts ISsuance, also reqwes 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 tor workers' compensation as provided by Section 3700 ot the Labor Code, tor the performance of the work for which this permit is issued. D I have and will maintain workers' compensation, as required by Section 3700 ot 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 nol employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation 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. 25 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 ot 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 ot 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 ot property who builds or improves thereon, and contracts tor 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 tor construction ot the proposed property improvement. DYes 0No 2. I (have I have not) signed an application tor 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 ot 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): 25 PROPERTY OWNER SIGNATURE 0AGENT DATE j() .. I certify that! have read the application and state that the above infonnation is conrect and 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.! 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 penni! issued by the Building Official under the provisions of this Code shall expire by limitation and beoome null and void if the building or work authorized by such permit is not oommenced within 180 days from the date of such pennit or if the il or work authorized by such penn it is suspended or abandoned at anytime after the work is commenced for a period of 180 days (Section 106.4.4 Unifonn Building Code). ~APPLICANT'S SIGNATURE DATE 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 building@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:---------------- ~APPLICANT'S SIGNATURE (Office Use Only) CA o. ASSOCIATED CB#-------------·-----·-----· NO CHANGE IN USE/ NO CONSTRUCTION CHANGE OF USE/ NO CONSTRUCTION DATE lnspecti ist Permit#: CB153630 Type: Tl Date _____!r'l!pection Item 02/04/2016 11 Ftg/Foundation/Piers 02/02/2016 11 Ftg/Foundation/Piers 01/29/2016 11 Ftg/Foundation/Piers 01/29/2016 14 Frame/Steei/Bolting/Weldin 01/26/2016 11 Ftg/Foundation/Piers 01/20/2016 11 Ftg/Foundation/Piers Monday, February 22, 2016 COMM Inspector Act py AP py PA py PA py AP py NR py we COLE LIBRARY-REPLACE BOOK STACK SHELVING-APPROX 24,352 SF Comments Page 1 of 1 ,~, .. <~. ~~!)'~' ~ CiTY Of CARLSBAD Building Division INSP 0 INSPECTION RECORD CARD WITH APPROVED PLANS MUST SE KEPT ON THE JOS 0 CALL BEfORE FOR NEXT WORK DAY INSPECTION 0 FOR BUILDING INSPECTION CALL: 76Qw602-2725 REV 1012012 1250 CARLSBAD VILLAGE COLE LIBRARY-REPLACE BOOK STACK SHELVING-APPROX 24,352 SF Tl COMM L .. ot# CITY OF CARLSBAD R PY ~iEE BACK FOR SPECIAL NOTES RECORD COPY Se~tioni 141.$. Health and Safety Code, State of California (a) There shall be not less than one water clos.et for each 20 employees or fractional part theresf working at a construction job site. The water clo.set shall consist of ·!'I .. patented chemical type toilet. (b) For the purpose of this s(:IQ\ionthe term construction.slte shall mean the lo.eation on Which actual construction of a building Is in progress. . . · (c) A violation. of this section shall constitute a misdemeanor. All c.onstruction or work for Which a p~rmitls.reqUired shall.be subject to inspecti!:>n.and all such construction or work shall remain accessible and exposed for ins.pe~tion purposes until approved by the inspector. Work shall not be done beyond the point indicated in each successiv:EJ inspection without fir;st obtaining the approval of the inspector. DATE ADDIJJ()NAL. NOTE$ City of Carlsbad SPECIAL INSPECTION AGREEMENT B-45 Development Services 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. I /) /5 3 b 3 (} · 7 r-o / 1 1 J Project/Permit: _a.. ________ Project Address: I t-) ' tN-rb,>- A. THIS SECTION MUST BE COMPLETED BY THE PROPERTY OWNER/AUTHORIZED AGENT. Please check if you are Owner-Builder D. (If you checked as owner-builder you must also complete Section B of this agreement.) JeJJ{ A l /_ Name: (Please printJ----------------'1-'---___________ v_"'_f!-______ _ (Last) Phone:----'~'-"6,__il_-l(...t._'J_'/_~_:::_z__:_'1--'---7-=7. __ I am: CStf>roperty Owner CJProperty Owner's Agent of Record CJArchitect of Record CJEngineer of Record State of California Registration Numbe · Expiration Date: _______ _ AGREEMENT: I, the undersigned, declare 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 inspections noted on the approved plans and, as required by the California Building Code. 1-~ Date·. { /-) t. } r Signature.._.· ___ 1~= .... L___"---------------------- 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 Name: ___________________ Please check if you are Owner-Builder CJ Name: (Please print) -----------------------------c------- (First) (M.L) (Last) Mailing Address: __________________________________ _ Email: ________________________ Phone: ___________ _ State of California Contractor's License Number: __________ 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 lil --- /2..6"0 CtJAt...5BA-D vtL£..4G~ ~ 15-t>G. 'ba Construction Testing & Engineering, Inc. " -Inspection 1 Testing 1 Geotechnical 1 Environmental & Construction Engineering I Civil Engineering I Surveying INSPECTION REPORT PAGE OF GTE JOB NO. 10-);:;J:t"'?,,~\:: PROJECT NAME ADDRESS (t>\e \ \bK\ul V(?Y~Oi\o;\•on INSPECTION r \ -'\\ $;1.\::)0 t (H \'b<;.c\ \\\\ \ntt'<_ $(" 0 CONCRETE c(\ ( \ '~Od -c f\ '"(\ d~(D~ 0 REINF. STEEL (nm l ~ l\ f\a:\-; \ \e (-\-U fP 0 MASONRY REPORT NO. MATERIAL IDENTIFICATION CONC. MIX NO. & lb/d GROUT MIX NO. & lb/in2 MORTAR TYPE & lb!in2 ARCHITECT ENGINEER CONTRACTOR OTHER \>r~c f'i'O c\c~ t rr\e rPr\ ::.f' "> 0 P.T. CONCRETE REINF. STEEL GR./SIZE ____ _ r-, 'Vt(\\1(1>-((J\;'\'.:::,~'H.M:_.lqG\r', 0 FIELDWELDING STRUCTURAL STEEL \ /L\ 1 \-. \C::". (\ \-\ \) 0 SHOP WELDING HIGH-STRENGTH BOLT "'?"(t11 \\\\·_ "'(~\{_ INSPECTION DATE: ____~@.L.., :!f-.f_!\_---"-'....:::~:::..._) _____ _ DC BATCH PLANT D( MASONRY BLOCK PLAN FILE/OTHER .BLDG. PERMIT/OTHER 0 CONCRETE D MORTAR EXP.ANCHOR OTHER MATERIAL SAMPLING 0 GROUT 0 REINFORCING STEEL 0 STRUCTURALSTEEL 0 FIREPROOFING 0 MASONRY BLOCK 0 BOLTS 0 OTHER INSPECTIONS PERFORMED, MATERIAL IDENTIFICATION, PROGRESS, WORK REJECTED, REMARKS PLEASE NOTE ANY RE-INSPECTION, TESTING, OR OTHER PROJ.ECT ISSUES ... _::....._ -~--~--~-----------------~-~---------- Certification of C0mpliance: All work, unless otherwise n0ted, complies with applicable codes and the approved plans and specifications. PRINTED NAME CERTIFICATION NO. 1441 Montiel Road, Suite 115 1 Escondido, CA92026 1 Ph (760) 746-4955 1 Fax (760) 746-9806 I www.cte~inc.net l ·-<;. .• .. '~ /ZS"O LA/2l:S.84b Vt LLA G(;: (2A._ /f5 . 3C. 30 Construction Testing & Engineering, Inc. Inspection 1 Testing 1 Geotechnical I Environmental & Construction Engineering I Civil Engineering I Surveying INSPECTION REPORT PROJECT NAME (c $?_ \ ~.\J\C.\( \\ VE?'{\{\\'f\~;0{\INSPECTION .. ) ADDRESS \,:;(1JC0 ((u V<\,(~f\ \\1 \\etc.e-$( 0 CONCRETE ((\ { \"':~x.x~.(\ ( f\ q ~~(l)C., 0 REINF. STEEL ARCHITECT 0 MASONRY ENGINEER 0 P.T. CONCRETE CONTRACTOR 0 FIELD WELDING OTHER 0 SHOP WELDING INSPECTION DATE _\ylu.d<-. C_,i_·_,_\,_{.. . .l-, _____ _ I 0 BATCH PLANT 0 EXP. ANCHOR 0 OTHER MATERIAL SAMPLING PAGE OF \ ""'-l 2 '2. L GTE JOB NO. 10 · 0'• :::. ·--' \. REPORT NO. MATERIAL IDENTIFICATION CONC. MIX NO. & lb/in2 GROUT MIX NO. & lb/in2 MORTAR TYPE & lb/in2 REINF. STEEL GR./SIZE ____ _ STRUCTURAL STEEL HIGH-STRENGTH BOLT ~ /1;,'' l-\ ·, \\ ·. \::: R ·\ L MASONRY BLOCK 0 CONCRETE 0 MORTAR 0 GROUT 0 REINFORCING STEEL 0 STRUCTURAL STEEL 0 FIREPROOFING 0 MASONRY BLOCK 0 BOLTS 0 OTHER INSPECTIONS PERFORMED, MATERIAL IDENTIFICATION, PROGRESS, WORK REJECTED, REMARKS PLEASE NOTE ANY RE-INSPECTION, TESTING, OR OTHER PROJECT ISSUES. Certification of Compliance: All work, unless otherwise noted, complies with applicable codes and the approved plans and specifications. PRINTED NAME \ -·::(\'f)~E,:.\ f\·--< .. \\a CERTIFICATION NO. r~;),~(l) li D'><L: \ \C 1441 Montiel Road, Suite 115 I Escondido, CA 92026 I Ph (760) 746-4955 I Fax (760) 746-9806 I www.cte-inc.net EsGil Corporation In IPartnersliip witli government for CBuiCding Safety DATE: NOV.05,2015 JURISDICTION: CARLSBAD PLAN CHECK NO.: 15-3630 SET: I 0 APPLICANT 0 JURIS. 0 PLAN REVIEWER 0 FILE PROJECT ADDRESS: 1250 CARLSBAD VILLAGE DRIVE PROJECT NAME: COLE LIBRARY D D D D D [g) D The plans transmitted herewith have been corrected where necessary and stJbstantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by buildi1ng 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: .·· iA (!M-(by: ) Email: /~{Jv<--C Mail Telef~JD.e'. JJ Fax In Person @:/ ' REMARKS: ~ity Policy requires that their Special Inspection Form be completed for epoxy anchors. Also note on plans that the shelving anchorage is as per details in the attached 8%"x11" package. *[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 PLAN CHECK NO.: 15-3630 PREPARED BY: ALI SADRE, S.E. DATE: NOV.05,2015 BUILDING ADDRESS: 1250 CARLSBAD VILLAGE DRIVE BUILDING OCCUPANCY: B/V-B BUILDING AREA Valuation PORTION (Sq. Ft.) Multiplier Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance ------------- Bldg. Perm1t Fee by Ord1nance ... ""------"-----"""--""------"-------3 Plan Check Fee by Ordinance ..- --. -----------------------------------------·----- Type of Review: D Complete Review D Repetitive Fee ----~ Repeats ~J * Based on hourly rate D Other 0 Hourly EsGil Fee Reg. VALUE ($) Mod. c $290.001 D Structural Only JJ Hrs.@ * =====$=1=1=6=-~=0 $232.001 Comments: Library book shelving installation & anchorage is under this permit only. Sheet 1 of 1 rnacvalue.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.e:ov PLAN CHECK NO: CB153630 SET#: ADDRESS: 1250 CARLSBAD VILLAGE DR APN: ~ 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 No You may also have corrections from one or more of the divisions below. Approval from these divisions may to issuance a building permit. Resubmitted should include from divisions. This plan check review is NOT COMPLETE. ~terns missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check APPROVAL has been sent to: JESSE.ZUNKE@CARLSB;mcA.GOV For questions or clarifications on the attached checklist please contact the following reviewer as marked: PLANNING 760-602-4610 Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.gov Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.gov Pam Drew 760-602-4644 Pam.Drew@carlsbadca.gov Remarks: ENGINEERING 760-602-2750 FIRE PREVENTION 760-4302,4665 ~ · GROSSMAN & SPEER ASSOCIATES, INC. 529 HAHN A VENtrE, St:ITE 200, GLEl'IDAI.£, CALifORNIA 91203 Structural Calculations mum uuamn " ~ sn'IINI r DESCRIPTION Seismic Coefficient Loads -1st Floor -Shelving Library Unit Anchorage Calculations Hi!ti KB-TZ Allowable Tension and Shear Loads -2nd Floor -Library Shelving Library Unit Anchorage Calculations Loads -2nd Floor -4-Post Shelving 4-Post Unit Anchorage Calculations Simpson Titen HD Allowable Tension and Shear Plan and Details 2 3 4-5 6 7 8 9 10 11 12-35 STRliCTCRAl. ENf;INEERS (ll18) 507-1020 • FAX {818) 507-1556 PROJECT NUMBER: 15117 FOR: PAGE: Yamada 1 3Y: DATE: AS 9/30/15 A California registered structural engineer other than Grossman & Speer shall review the existing slab on grade or floor framing for the new shelving loads. CiTY OF CAHLSBAD BUILDING DIVISION ·~ ,<~ GROSSMAN & SPEER ASSOCIATES, INC. 529 HAHN AVENUE, SillTE 200, GLENDALE, CALIFORNIA 91203 ,,,l!jUij)l,l~j~"'"'A, ~0 O.oA •00 ' o , 1'~Flf"~ ~~~ 1 r'~ vrv rrrv v~ v ~'" " y~ v v - PROJECT: Cole Library SUBJECT: ~ STRUCTURAL ENGINEERS (818) 507-1020 • FAX (818) 507-1556 e-mail: engineers@grossmanspeer.com PROJECT NUMBER: 15117 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 = 0.792 1 (Address: 1250 Carlsbad Village Dr, 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 ACI 355.2) (ASCE 7-1 0 Section 13.1.3) z= h= 13 30 (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 = 0.238 Wp 0.237 Wp 1.267 Wp 0.238 Wp Governs Seismic Coefficient for Vertical Component (ASCE 7-10 Section 13.3.1) Fpvert = 0.2*Sds*Wp = 0.158 Wp Seismic Coefficients in ASD Per ASCE 7-10 Supplement #1, Overstrength Factor o = 2.5 For Concrete Anchorage Controlling Combination: (0.9 -Fpvert)D + OE/1.4 Fp = 0.238 /1.4 = Fpvert = 0.158 /1.4 = ~ "' .. ,., .. ·' .,, . _;_ j1 0.170 Wp 0.113Wp i i. ' GROSSMAN & SPEER ASSOCIATES, INC. 529 HAHN AVENUE, SUITE 200, GLENDALE, CALIFORNIA 91203 .,, i~h~MjJ 1ln A~, M A, ~. , A '-•rrvr~ ~~~Tr~ v r V fVTD o-v v<' '" v y--v i'o v v _. PROJECT: Cole 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 9 " Shelf Width 36" Case 1: Wt (vol) = 33 pcf Wt/Lvl= 70 lbs/level Case 2: Wt (length)= 25 plf Wt/Lvl = 7 4 lbs/level Case 1 Governs: Weight of Paper Media 70 lbs/level 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 1136 6 63 85 14 905 5 51 85 14 732 4 39 85 14 560 3 27 85 14 388 2 15 85 14 215 1 3 85 14 43 Total: 597 101 3979 Total Weight, Wp = 597 lbs Total Overturning Moment, Mot= 3979 in-lb Fp = 0.170 Wp = 101 lb Fpvert = 0.113 Wp = 68 lb STRUCTURAL ENGINEERS (818) 507-1020 • FAX (818) 507-1556 e-mail: engineers@grossmanspeer.com PROJECT NUMBER 15117 FOR: PAGE: Yamada 3 BY: DATE: AS 9/30/15 ~ 14.25 11.25 11.25 90 11.25 11.25 11.25 11.25 3 36 Shelf Clear Heights Elevation GROSSMAN & SPEER ASSOCIATES, INC. 529 HAHN A VENUE, SUITE 200, GLENDALE, CALIFORNIA 91203 .,,,lflll"~~jJI.I~A~,Mt oo ~-.A -0' " ~ v01prp~~~~rYT~vrvv vrv\1 'V~ 'J v 'Y" v v ~-- PROJECT: Cole Library SUBJECT: Stationary Double Sided End Unit Anchorage Calculations Forces (Back-To-Sack Shelves. 2 Shelves) 0 0 = 2.5 PJAMB = (2.5)*(2 Shelves)*(Mot) I d = PoL= 0.9*(2 Shelves)*WI2 = PvERT = (2 Shelves)*FPvERr12 = PuPLIFT = P JAMB -PoL + PvERT = T = PuPLIFT = V=(2.5)*(2 Shelves)*Fp = Anchorage 636 lbs 507 lbs 1105 lbs 537 lbs 68 lbs 636 lbs 2-318" Hilti KB-TZ x 2-5116" Emb. @ 36" o.c (ICC ESR #1917) 1 in tension 2 in shear Tallow= 1 *(ICC Value) = Vallow = 2*(1CC Value) = ICC ESR #1917 Section 4.2.2 ( T I Tallow) + (VI Vallow) = 707 lbs 2094 lbs OK 1.141 < 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 l STRUCTURAL ENGINJi:ERS ' 1 (818) 507-1020 • FAX (818) 507-1556 e-mail: engineers@grossmanspeer.com PROJECT NUMBER 15117 FOR PAGE: Yamada 4 BY: DATE: AS 9130115 _j Wnl Fp ~ FPvERT + I I .L PJAMB 20 II GROSSMAN & SPEER ASSOCIATES, INC. 529 HAHN A VENUE, SUITE 200, GLENDALE, CALIFORNIA 91203 .... ~~~~~uiJ il~ ~~,"" A. "· .. d ., "' •• ~ 'v'~~Flfl~i~1 r~vrvyvvPv~ \j v PROJECT: Cole Libra 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. TToP=Fpl2= 51# Metal Stud Wall 114" Tek Screw (ICC #1976) into Steel Stud Wall (20 ga. Min). Tallow = 156 # > T TOP 0 K 1114" Tek Screw at each shelf Masonry Wall Hilti 318" x 2.5" Embed KB-3 Masonry Expansion Anchor Tallow= 626 # > TTOP 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 = -470 # No Uplift 127 # 318" x 2-5116" Embed. Hilti KB-TZ (ICC ESR #1917) Tallow= 707 # > T Vallow= 1047# >T ICC ESR #1917 Section 4.2.2 { T BOT I Tallow ) + { V BOT I V allow ) = 0.12<1.2 OK Use 318" Dia. x 2-5116" Emb. Hilti KB-TZ at each shelf. ICC ESR # 1917. 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: 15117 FOR: PAGE: Yamada 5 BY: DATE: / / ./ AS 9130115 .... / Trop.-- 84 GROSSMAN & SPEER ASSOCIATES, INC. STRUCTURAL ENGINEERS ' ! 529 HAHN AVENUE, SUITE 200, GLENDALE, CALIFORNIA 91203 (818) 507-1020 • FAX (818) 507-1556 e-mail: engineers@grossmanspeer.com ,.~~,,~ij)tJnA~,Mt ,, ,, , _,, , PROJECT NUMBER: 15117 PROJECT: FOR: PAGE: Cole Library Yamada 6 SUBJECT: BY: DATE: 3/8" Dia. Hilti KB-TZ with 2-5/16" 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 0.5.2.2 and using hef and kcr values from Table 3 of ICC ESR 1917 For 3/8" diameter bolts: hef = 2 kcr = 17 fc = A= (Table 3, ICC ESR 1917) (Table 3, ICC ESR 1917) 2000 psi 1.00 (Normal weight concrete, ICC ESR 1917 Section 4.1.12) Nb = (k)*(A)*sqrt(fc)*(hef11 1.5) Nb = 2150 lbs (ACI 318 Section 0.5.2.2) Ncb= (Anc/Anco)*4Jed,n*4Jc,n*4Jcp,n*Nb (ACI318 Section 0.5.2.1) Due to anchors not close to the edge of slab, the Anc/Anco term will be = 1.00 4Jed,n = 1 (c > 1.5hef, since anchor is not close to edge of slab) 4Jc,n = 1 (post installed anchors) 4Jcp,n = 1 Ncb= 0.75Ncb = 2150 lbs 1613 lbs (ACI 318 Section 0.3.3.4.4) 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 = 1523 lbs Governs Table 3 of ICC ESR 1917 <t> = 0.65 (Strength Reduction Factor for Tension, Concrete Failure Mode) Tallow= <I>Nb/a Tallow= 707 lbs a= 1.4 (ICC ESR 1917 Section 4.2.1, Seismic loading) 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 toACI318 Section 0.6.3 Vcp = kcp*Ncb kcp = 1.0 (hef < 2.5) Ncb is calculated above Vcp = 2150 lbs Check if steel strength in shear (seismic) governs (Table 3 of ICC ESR 1917): Vseis = 2255 lbs Governs <t> = 0.65 Vallow = <t>Vcp/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. 529 HAHN AVENUE, SUITE 200, GLENDALE, CALIFORNIA 91203 .. ,.l!h~ijJ 1 Jn ~~, M A. "· ... 6 '-·~~r~·lp ~r~Tr~ \lr v v v Tv 0~ v~ 'J v "'/''"V jlv v _.. PROJECT: Cole 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 9" Shelf Width 36" Case 1: Wt (val)= 33 pcf Wt!Lvl= 63 lbs/level Case 2: Wt (length)= 25 plf Wt!Lvl = 7 4 lbs/level Case 1 Governs: Weight of Paper Media 63 lbs/level Est. Weight of Shelf 15 lbs/level Total Load 78 lbs/level Lateral Distribution (ASD): Level h (inches) Wi (lb) Fp (lb) Mot (in-lb) 7 69 89 15 1045 6 58 78 13 772 5 47 78 13 626 4 36 78 13 479 3 25 78 13 333 2 14 78 13 186 1 3 78 13 40 Total: 560 95 3481 Total Weight, Wp = 560 lbs Total Overturning Moment, Mot= 3481 in-lb Fp = 0.170 Wp = 95 lb Fpvert = 0.113 Wp = 63 lb STRUCTURAL ENGINEERS (818) 507-1020 • FAX (818) 507-1556 e-mail: engineers@grossmanspeer.com PROJECT NUMBER: 15117 FOR: PAGE: Yamada 7 BY: DATE: AS 9/30/15 14.25 10.25 10.25 84 10.25 10.25 10.25 10.25 3 36 Shelf CIE~ar Heights Elevation GROSSMAN & SPEER ASSOCIATES, INC. 529 HAHN AVENUE, SUITE 200, GLENDALE, CALIFORNIA 91203 O',,tl/ijh,~~ I J ~ A~ "JV! A~ ~~ ~" y. A --~ , v ~~PIP~~~ ~ ~r~ ~ f v v v , v v , v ~ '" v PROJECT: Cole Library SUBJECT: Stationary Double Sided End Unit Anchorage Calculations Forces (Back-To-Sack Shelves. 2 Shelves) 00 = 2.5 PJAMB = (2.5)*(2 Shelves)*(Mot) I d = PoL= 0.9*(2 Shelves)*W/2 = PvERT = (2 Shelves)*FPvERT/2 = PuPUFT = PJAMB-PoL+ PvERT = T = PuPUFT = V=(2.5)*(2 Shelves)*Fp = Anchorage 647 lbs 475 lbs 1088 lbs 504 lbs 63 lbs 647 lbs 2 -1/4" 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 0.965 < 1.2 OK 2-114" 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: 15117 FOR: PAGE: Yamada 8 BYe DATE: AS 9/30/15 41 Wm ~ FPvERT t_ I I l PJAMB PJAMB r----------------/ 20" '·' GROSSMAN & SPEER ASSOCIATES, INC. PROJECT: Cole 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 48 II Case 1: Wt (val)= Case 2: Wt (length)= 33 pcf 50 plf Wt!Lvl = Wt/Lvl= Case 1 Governs: Weight of Paper Media Est. Weight of Shelf Total Load Lateral Distribution (ASD): Level h (inches) Wi (lb) 5 57.25 213 4 44.25 213 3 31.25 213 2 18.25 213 1 5.25 213 Total: 1065 Total Weight, Wp = 1065 lbs Total Overturning Moment, Mot= Fp = Fpvert = 0.170Wp = 0.113 Wp = 181 lb 120 lb 202 lbs/level 198 lbs/level 198 lbs/level 15 lbs/level 213 lbsllevel Fp (lb) Mot (in-lb) 36 2070 36 1600 36 1130 36 660 36 190 181 5648 5648 in-lb 76 STRUCTURAL ENGINEERS (818) 507-1020 • FAX (818) 507-1556 e-mail: engineers@grossmanspeer.com PROJECT NUMBER: 15117 FOR: PAGE: Yamada 9 BY: DATE: AS 9/30/15 17.25 12.25 12.25 12.25 12.25 5.25 48 Shelf Clear Heights Elevation GROSSMAN & SPEER ASSOCIATES, INC. 529 HAHN A VENUE, SillTE 200, GLENDALE, CALIFORNIA 91203 'd'~~,"~~~J 1Jh ~~' M A, o 0 , , A -o' ' '''~Plf'~~~~ir'~vfvv vYvv ·v .. \j v V"" "v- PROJECT: Cole Library SUBJECT: Stationary Single Sided End Unit Anchorage Calculations Forces (Single Shelf Unit. 1 Shelf) 00 = 2.5 PJAMB = (2.5)*(1 Shelf)*(Mot) I d = PoL= 0.9*(1 Shelf)*WI2 = PvERT = (1 Shelf)*FPvERr12 = PuPLIFT = P JAMB -PoL + PvERT = T = PuPUFT = V = (2.5)*(1 Shelf)*(Fp) = Anchorage 515 lbs 452 lbs 934 lbs 479 lbs 60 lbs 515 lbs Fp STRUCTURAL ENGINEERS . I (818) 507-1020 • FAX (818) 507-1556 e-mail: engineers@grossmanspeer.com PROJECT NUMBER: 15117 FOR: PAGE: Yamada 10 BY: DATE: AS 9130115 4-114" dia. Simpson Titen HD x 1-518" Emb.@ 48" o.c (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 0.798 < 1.2 OK 4-114" Dia. x 1-518" Emb. Simpson Titen HD at 48" o.c. (ICC ESR #2713). Anchors to be installed per ICC report. Special Inspection Required d = 15.125 :' GROSSMAN & SPEER ASSOCIATES, INC. STRUCTURAL ENGINEERS (818) 507-1020 • FAX (818) 507-1556 e-mail: engineers@grossmanspeer.com 529 HAHN A VENUE, SUITE 200, GLENDALE, CALIFORNIA 91203 ... I!~Jil)tl~~~,rc;A, "" A-"·, PROJECT NUMBER: 15117 PROJECT: FOR: PAGE: Cole Library Yamada 11 SUBJECT: llY: 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 f'c = 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(f'c)*(hefA1.5) Nb = 1209 lbs (ACI 318 Section D.5.2.2) Ncb= (Anc/Anco)*l!Jed,n*l!Jc,n*l!Jcp,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 l!Jed,n = 1 (c > 1.5hef, since anchor is not close to edge of slab) l!Jc,n = 1 (post installed anchors) l!Jcp,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 ¢ = 0.65 (Strength Reduction Factor for Tension, Concrete Failure Mode) Tallow = <t>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 ¢ = 0.7 Vallow = <t>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 ESTEY SHELVING: PAINT: AUTUMN WHITE KICK STRIP: PAINT: BLACK END PANELS: (COLE LIBRARY): PLASTIC LAMINATE: FORMICA#346-58 NATURAL OAK ~YAMADA Li.lluwENTERPRISES 16552 Burke Lane, Huntington Beach, CA 92647 (714)843-9882 + (800)444-4594 + FAX (714)843-9202 . : ~10"-- ( L-------------------~1-- 1------36"---------1 -FRONT VIEW--SECTION VIEWS- -----------------""" " -------------------------------------------~------------------------------- PROJECT: NO REVISION DATE HYAMADA --- COLE LIBRARY --- tllluuJENTERPR I SES DR.A,WN BY: C.L. LIBRARY INTERIORS 09-14-15 16552 Bur!<;e Lane Huntinglon Beach, CA 92647 DATE: DESCRIPTION (BOO) 444-4594 FAX (714) 843-9202 SCALE· SHEET(42"H) BOOKSTACK TYPE: 42"H 3/4"=1'-0" ~------------------~-- If--36"~1 -FRONT VIEW- PROJECT: COLE LIBRARY DESCRIPTION: BOOKSTACK TYPE: 66"H -' l -1- in ,-- ~ 9" ~-10" 10"~J -10"- ~ "" 1 ( ( IJ I ( ( IJ 1 ( IJ I N f .,.... I J t, ... J Ill 20"=J 12" -SECTION VIEWS - ~YAMADA !IJk.uaiENTERPR I SES LIBRARY INTERIORS 16552 Burke lane Hunllngton Beach, CA 92647 (800) 444-4594 FAX (714) 643-9202 NO REVISION -- -- DRAWN BY: DATE: SCALE: 3/4"=1'-0" DATE - - C.L. 09-14-15 SHEET: (66"H) ( 10" ,--12"- ( ( ( ( 1--1 -36"--11 t10'_! 12" -FRONT VIEW--SECTION VIEWS - --~~------------------------ PROJECT· COLE LIBRARY DESCRIPTION BOOKSTACK TYPE: 72"H ~YAMADA lllhuaJENTERPR I SES LIBRARY INTERIORS 10552 6urke L.ane Huntington Beach, CA 92647 (800) 444-4594 FAX (714) 84:1-9202 -------------1 NO REVISION DATE - -- - -- DRAWN BY: C.L. DATE: 09-14-15 SCALE: SHEET: ~~/4"=1'-0" (72"H) --- r--12"-1 ( 00 r """ ( L-----------------------~-- [_36"-1 -12"J -FRONT VIEW--SECTION VIEWS - ---------------------------------------------------------------------------------------~-------------- PROJECT: NO REVISION DATE COLE LIBRARY llhJdJ YAMADA --- llllilhl --- IllluuJ E N T E R p R I s E s DRAWN BY: C.L. DESCRIPTION, LIBRARY INTERIORS 09-14-15 16552 Burke Lane Huntington Beach, CA 92647 DATE: (BOO) 444-4594 FAK(714) 643-9202 SCALE: SHEET: BOOKSTACK TYPE: 78"H 3/4"=1 1-011 (78"H) u r- 1--12"- ( '<"" I co ( ( L-----------------------~-- 1-------36"-------1 [,2 .. J -FRONT VIEW--SECTION VIEWS- --------------------------------------------~ PROJECT: NO REVISION DATE COLE LIBRARY llhJdl YAMADA - -- UlhlhJ - -- tliL..uaJ E N T E R p R I s E s DRAWN BY: C.L. DESCRIPTION: LIBRARY INTERIORS 16552 Burke Lane Huntington Beach, CA 92647 DATE: 09-14-15 (800) 444-4594 FAX (714) 843-9202 SCALE: SHEET: BOOKSTACK TYPE: 8f'H :3/4"=1 '-0" (81"H) -----I lo ..- ( ( I _I I 1-8" (-10" 10"~J -9"-. "" I ( ( I ~ ,_ i ~ I \ co ( ( \ IJ I \ 1 ( ( I r--\ IJ I \ 1 ( ( \ IJ I 1 f (/ \IJ -t 8" ! L,o--~1 I 36" I 10"- -FRONT VIEW--SECTION VIEWS - ----------------------------------------- --------·-----------------------~---· ··--·· ----·-·--------··· ------ PROJECT. NO REVISION DATE HYAMADA --- COLE LIBRARY - -- illh.mJENTERPR I SES DRAWN BY: C.L. LIBRARY INTERIORS 10552 Burke Lane HlJntington Bea~:;h, CA 92647 DATE: 09-14-15 DESCRiPTION: (800) 444·4594 FAX (714) 843-9202 SCALE:· SHEET: BOOKSTACK TYPE: 84"H 3/4"=1'-0" (84"H) ' . -l (-12'J L _j in ...- r=--10" 10"~J 12" 12" I ( c: IJ I ( c: IJ I I-- b q IJ (J) ( 1\ \ I ( ( I \ IJ I I--\ I ( ( \ IJ 1 I I 1/ \lJ I 36" t12"J t=: .. ~ 24" -FRONT VIEW--SECTION VIEWS - --~------· ·-··--·----·-·· ------------------------------~---~--------------~---· ------------~---~· - PROJECT NO I REVISION DATE ~YAMADA -1-- COLE LIBRARY -1-- illhmiENTERPR I SES DRAWN BY: C.L. LIBRARY INTERIORS 16552 Burke Lane Huntington Beach, CA 92647 DATE: 09-14-15 DESCRIPTION· (SOO) 444-4594 FAX (714) 643-9202 SCALE· SHEET: BOOKSTACK TYPE: 9011H ~3/411=1'-0" (90"H) 1-------48"------1 -FRONT VIEW- PROJECT COLE LIBRARY DESCRIPTION· 4-POST SHELVING: 76"H t:::======::::: J I ..OIC\l (") .... h======:::l i ..OJ:,N .... 1--'---------'-i J I ..OtN (') .... h=====~J l ..OtC\l (') .,.... !=;;::=====::;:! J L, ... -1 -SECTION VIEW- NO REVISION UYAMADA tllluaJENTERPR I SES DRAWN BY: LIBRARY INTERIORS -------~ DATE C.L. 16552 Burke lane Huntington Beach, CA 92647 (800) 444-4594 FAX (714) 643-9202 DATE: 09-14-15 SCALE: SHEET: 3/4"=1 '-0" IC4-POST) #14 WOOD SCREW INTO END PANEL NO GUSSET@ END OF RANGE WHEN PANEL IS USED #14 WOOD SCREW INTO END PANEL ~-++---H~~· FLOOR ANCHOR LOCATION COLE LIBRARY RE-INFORCED FRAME W/ GUSSET YAMADA E N T E R P R I S E S LIBRARY INTERIORS ADDITIONAL SEISMIC TUBE (3) 5/16-113 X 3 1/4 CARRIAGE BOLTS #14 BHMS x 5/8 LONG FLOOR ANCHOR LOCATION ~~EVISION I . D;TE DRAWN: C.L. DATE: 1 0-05-15 16552 Burke Lone Huntington 8Eoch, CA 92647 (800) 444-4594 FAX (714) 843-9202 SCALE: SHEET: S4a FRAME HEIGHT MORE THAN 66" BASE BRKT ~..-+----! BASE SHELF • •• --. ~ -~ 4 t----DEPTH~- 3/B"DIA x 2-5/16" EMBEDMENT (HIL Tl KB TZ) THRU BASE BRKT & GUSSET (ICC #1917) [SPECIAL INSPECTION REQUIRED} COLE LIBRARY ANCHORING DETAIL -FIRST FLOOR- NUT WASHER cw -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 lane Huntingtcn Beach, CA 92647 (800) 444-4594 FAX (714) E43-9202 DRAWN: DATE: SCALE: SHEET: DATE C.L. 10-05-15 1"=1'-o" S5a .-----------.- 1-- * 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" GUSSET ----- BASE BRKT~~---J I I BASE f \ SHELF~ / \_ 1l.-!-. -+-t-----'o:-!_rl 1----DEPTH ---1---J 1/4"DIA x 1-5/8" EMBEDMENT] (SIMPSON TITEN HD) THRU BASE BRKT & GUSSET (ICC #2713) [SPECIAL INSPECTION REQUIRED] COLE LIBRARY ANCHORING DETAIL -SECOND FLOOR - cb -ENGINEER OF RECORD (OF BUILDING) MUST VERIFY SUFFICIENCY OF (E) FLOOR TO RECEIVE SHELVING LOAD. I N-0 I ;~EVISION I - YAMADA DATE lllt.ld1 DRAWN: C.L. lLllll llluul E N T E R P R I S E S DATE: 10-05-15 LIBRARY INTERIORS 16552 Burke Lane Huntington Beach, CA 92647 (500) 444-4594 FAX (714) 54.3-9202 SCALE: 1"=1'-0" SHEET: S5b I ~--··-··· ----------- FRAME HEIGHT 66" OR LESS BASE BRACKET~ • II II . ·II 0 qll .. ~-. 3/8"DIA x 2-5/16" EMBEDMENT j·· .·. <! ~ (HIL Tl KB TZ) THROUGH , . · <I BASE BRACKET ' (ICC #1917) [SPECIAL I __ ---~SPECTI~~-~-~~~IRED]. ----·~---·· UNIT FRAME-- . ·q .. <1""'>7 •. " , .. SECTION @ BASE -ANCHOR@ EACH SHELVING UNIT AS SHOWN. COLE LIBRARY YAMADA llk..L..IJ llLlhl FLOOR ANCHOR INSTALLATION llluuJ E N T E R P R I S E S LIBRARY INTERIORS -FIRST FLOOR-16552 Burke Lane Huntington Beach, CA 92647 . (800) 444-4594 FAX (714) 843-9202 0 I N-0 I ;EVISION DRAWN: DATE: SCALE: SHEET: i I I - I DATE C.L. 10-05-15 3"=1'-o" S5d r'------------------------~----------- 1 i -------------------------------------------~----------~ -----------------------T ----------------- , I I I I I I I BASE BRACKET~ 0 UNIT FRAME I I I I I I I I I I I I I I I D tJ I I I I I FRAME HEIGHT 66" OR LESS I I I I I I I I I I I I I I I [ [ 0 I I I I BASE SHELF~ ~~~====~========~==4=======~-~====~j n <! ~ 1/4"DIA x 1-5/8" EMBEDMENT)' --' (SIMPSON TITEN HD) THROUGH BASE BRACKET . .6. .- .,"<1 l>"" "b.· . [> .. "" . L.... ---------------------------------------" ----------------------------- SECTION @ BASE -ANCHOR@ EACH SHELVING UNIT AS SHOWN. I ;0 I ;EVISION I - I COLE LIBRARY YAMADA DATE IJUU DRAWN: ll..llllli C.L. FLOOR ANCHOR INSTALLATION llluul E N T E R P R I S E S DATI::: 10-05-15 LIBRARY INTERIORS -SECOND FLOOR-16552 BtJrke Lane Huntington Beach, CA 92647 (800) 444-4594 FAX (714) 843-9202 SCALE: 3"=1'-o" SHEET: SSe --~ ·------r UNiT FRAME TOIP TUBE ----··--···"·--·------------~------L__····· I _______ :_ __ _ .... -~--··-~ ... SECTION @ TOP , .... -.... ·~---···-· ~ -·-······---·· ~------···-----····-····· -.-~----:1' I I . I I ~--------------~1 I !J I p : I I I I I I I I BASE SHIEILIF ~ ~,tl=-=====-=-========~~~~~ Ill .l\, " .''Q : " .. <J' -<I .d. <' 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! ;EVISION I -COLE LIBRARY DATE IIUIJ YAMADA WALL ANCHOR INSTALLATION llWkl 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 Lane Hunt"1naton Beach, CA 92647 SCALE: 3"==1'-o" (800) 444~4594 FAX (714) 843-9202 -FIRST FLOOR -SHEET: S8a i I NIUT WASHIER UNiT FRAME TOIF' TUI8\IE WAll ANCHOR CUIP 3" )( 200 )( 12~A J:t 1:1"\NiDIE 3/S"DiA )( 2 i/2"1EMI8\IEIDMIENT HiLTI 1<1?1· 3 (ICC #1385) [SIPIECIAl INISP'IECTIOIN REQUIRED] SECTION @ TOP 0 ·'"' ., . • <1 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. COLE 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 (7.14} 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. -------·--------------------------------'---------'~ ----- SECTION @ TOP c-----------------------··-----~---T------1 . -----·----------------·----,------- I LJ I I i/4000>IA X 1-5/S"~MBIED>M~NT . <I (SIMPSON TITIEN HIDl) . -4' Ll' ' 'fMRU ~AS~ ~RACD<IE1' (ICC #2113) [SPECIAl .. INSPIEC1'10N REQUIIR~IDl] ' I I ~---------~1 0 A <! .G . <J-- ' ,'<! ·" ;,_ ... p p 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 -COLE LIBRARY DATE llk.ILlJ YAMADA WALL ANCHOR INSTALLATION IIWIIJ DRAWN: C.L. llluul E N T E R P R I S E S DATE: 10-05-15 (STEEL STUD WALL) LIBRARY INTERIORS 16552 Burke Lane Huntington Beach, CA 92647 SCALE: 3"=1 '-0" (800) 444-4594 FAX (714) 843-9202 -SECOND FLOOR-SHEET: SSe I ANCHOR INSTALLATION (C.IVLU. WALL) 0 (E) WALL & FLOOR WALL ANCHORED. r-------: ----------------------------------------------------0~ ----------------~------------------oD ' ! I ~o o ~ I o o ': Do oD 0 0 ', ', ' I I , I :I I I i i I! ' I I I ! I 'I :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. 'I I I i! i! , -1-----UPRIGHT -FRONT VIEW- BOTTOM SHELF . A ... ·· ;!" DIA x 1-5/8" EMBEDMENT (SIMPSON TITEN HD) THRU FLOOR CLIP (ICC #2713) [SPECIAL INSPECTION REQUIRED] ~ ~-·\ Do oD 0 0 Do oD 0 0 Do oD 0 0 Do oD 0 0 Do oD 0 0 Do oD 0 0 Do oD 0 0 Do oO 0 0 Do oD 0 0 ~ 0 -SIDE PANEL-o ~ Do oD 0 0 Do oD 0 0 Do oD 0 0 Do oO 0 0 Do oD 0 0 Do aD 0 0 Do oO ~ 01------UPRIGHT ------<--10 ~ 0 0 Do aD . ... . ~ . .,· ........ BOTTOM SHELF 0 oD 0 oo 0 oD 0 oD 0 oD 0 oD 0 l" MB FLOOR CLIP ... . --~.,. ": :•.:. · ..... 4~ :· ... -~·.d,, -~ : -. . . :" ' ... : .,... .· .... . ·._ ·.d:· ·-.. '! -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. I N-0 I ;EVISION I - YAMADA DATE COLE LIBRARY liU.lJ C.L. tWill DRAWN: ... E N T E R P R I S E S DATE: 10-05-15 LIBRARY INTERIORS FLOOR ANCHOR DETAIL 16552 Burke Lone Huntington Beach, CA 92647 SCALE: 1-1/2"=1 '-o" (800) 444-4594 FAX (714) 843-9202 _ SHEET: S10 I 7/16" DIA t HOLE 0( (~ ~ ~~~ t ~Q I-- -TOP VIEW- ---J=ar----- 5/16" DIA 1 c. _ L H 0 L E ------+~~ , ~IN t -FRONT VIEW- MATERIAL: 3/16" STEEL PROJECT: COLE LIBRARY DESCRIPTION· FLOOR CLIP: TYPE: 2 L t ~IN N _l ~3~----1 -SIDE VIEW- ~YAMADA LIIL..uaiENTERPR I SES LIBRARY INTERIORS 18552 Burke lane Huntington Beach, CA 92647 (800) 444·4594 FIV< (714) 843-9202 NO REVISION DRAWN BY: DATE: SCALE: 6"=1'-0" DATE C.L. 10-05-15