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2561 EL CAMINO REAL; ; CB931296; Permit
B U I L D I N G P E R M I T 05/13/94 12:47 Page 1 of 1 Job Address: 2561 EL CAMINO REAL Suite: Permit Type: COMMERCIAL TENANT IMPROVEMENT Parcel No: 156-301-09-00 Lot#: Valuation: 441,928 Construction Type: VN Occupancy Group: Deference#: Description: INTERIOR STORE REMODEL : SEARS & ROEBUCK Appl/Ownr : ALZATE, CAESAR 115 S. OLIVE ORANGE CA. 92666 raw ***- FeesRequired -- -*** Fees: 3, 49,7 Adjustments: Total Fees: 3, J97C Fee description ram, -----=-------------- BuildingPermit -� Plan Check Strong Motion Fee * BUILDING TOTAL t` Enter "Y" for Plumbing Issuer Each Plumbing Fixture�or Trap Each Install/Repair Water L,n * PLUMBING TOTAL Enter "Y" for Electric I su:6.� Remodel/Alter Per AMP * ELECTRICAL TOTAL �w Enter 'Y' for Mechanical Issu Install Furn/Ducts/Heat Pumps * MECHANICAL TOTAL Permit No: CB931296 Project No: A9301848 Development No: Status: ISSUED Applied: 11/29/93 Apr/Issue: 05/13/94 Entered By: TP 714-639-7252 _ e o ` 77 ed & Credits------*** �----------- L�—" INSP. CLEARANCE CITY OF CARLSBAD ,. r. 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 .00 2,301.00 1,196.00 Ext fee Data -------------- 1837.00 1194.00 93.00 3124.00 20.00 Y 112.00 7.00 139.00 10.00 Y 200.00 210,00 15.00 Y 9.00 24.00 i d qrr -, Me " -16 0,K- 0 g 13 PERMIT APPLICATION City of Carlsbad Building Department 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 A -*Commercial New Building 4Wenant Improvement B - ❑ Industrial ❑ New Building ❑ Tenant Improvement C - ❑ Residential ❑ Apartment ❑ Condo ❑ Single Family Dwelling ❑ Addition/Alteration ❑ Duplex ❑ Demolition ❑ Relocation ❑ Mobile Home ❑ Electrical ❑ Plumbing ❑ Mechanical ❑ Pool ❑ Spa ❑ Retaining Wall ❑ Solar ❑ Other Nearest Cross Street IF SUBMITTED: ❑ 2 Energy Calcs ❑ 2 Structural Calcs ❑ 2 Soils Report ❑ 1 Addressed Envelope DESCRIPTION OF WORK SQ. FT. �t a �� # OF STORIES 1 "'L llfe�r nEfrom appGcanij NAME ADDRESS PLAN CHECK NO. q3 f �q6 M. VAL JO/ , ds C?' 9 - PLAN CK DEPOSIT D' . VALID. BY DATE 'J 3 STATE ZIP CODE DAY TELEPHONE 4879 :U '29/ 3 0001 01 02 FOR OFFICE US:IQiI.Y 4. JWFJALJ% N 1 U t-UIN 1 l,1 Vrt U AUZIN 1 rvn IAAN 1nHl, lvn u ry lNrn mRlvi:ar • ry vrr,vnn ' NAME G%/:tin �7A"'rE� ADDRESS L> �' (ICJ 471 ©�Ue CITY Ors STATE/(:r ZIP CODE DAY TELEPHONE NAME ADDRESS CITY Z- WA STATE C-71 ZIP CODE �20Dg DAY TELEPHONE �J-7w — D ADDRESS �3$T� cY Lu��✓�lR� ��i p� CITYC, PVXZ_111 9 STATE G f} ZIP CODE Q6 70 I DAY TELEPHONE 310 1 Zv \ �� STATF. TdC:_ .# MI I .IJCF.NSF CLASS CITY BUSINESS LIC. # Cz � ` 4) Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. C). INSURANCE COMPANY 4604.9010 so as to SIGNATURE POLICY NO.AfD%/& EXPIRATION DATE of California. W"I --- Owner-BuilderDeclaration: I hereby affirm that I am exempt from the Contractor's license law for the following reason: ❑ I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's license Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with -licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's license Law does -not apply to an owner of property who builds or -improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). ❑ I am exempt under Section Business and Professions Code for this reason: (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the -basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$5001). SIGNATURE DATE COMPLETE FHIS S N-RESIDENTIAL BUILDING PERMITS ONLY: Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 255 5, 25533 or 25534 of the Presley -Tanner Hazardous Substance Account Act? ❑ YES NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? ❑ YES -&NO Is the facility to be constructed withi. 1,000 feet of the outer boundary of a school site? ❑ YES NO IF ANY OF THE ANSWERS ARE YES, FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF TIIE.OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DLSI'RICr9. CONSTRUCTION LLNDING AGENCY hereby affirm that there is a construction lending agency for the performance of the work or which this permit is issue ► rn e . /� LENDER'S NAME © A' LENDER'S ADDRESS certify that I havereadthe application and state that the aDove information, is correct. Tagree to comply with all City ordinances and State taws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LiABELI IES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Expiration. Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 365 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced fora period of 180 days (Section 303(d) Uniform Building Code). APPLICANT'S SIGNATURE — DATE: 3 n I DATE INSPECTOR PLAN CK # PERMIT # JOB ADDRESS TIME LEAVE TIT•'iE ARRIVE : - , ACT COtg1ENTS CO LVL DESCRIPTION, ly PMITS E5/.I5/ 89 UNSCHE ULED INSPECTZQtf DATE INSPECTOR PERMIT -0 PLAlICK 0 JOB ADDRESS''"/ TIME A-RRIVE: TIME LEAVE: /c) :co LVL DESCRIPTION ACT ==-NTS 17-ew--S Ald tj- ee r- S lee 10A PltpmTs 6/15/89 0 SENT BY:MURRIETA FIRE PROT ►10-17-94 15',48 MURRIETA FIRE.PROT,-O 4380894►# P xNSP'EcTION 'RIWPOFt.T PLAN FILE- No,_..,_�J/4 PROJECT;' 6wi 'P`SRMIT No. ats •.('Z4,(p LOCATION: EI co b ?al —REPORT No. ( DATE 1- Ct,IENT VJ h1G. .ARCHITECT: c�ty �4ttJp i � PRIM$ CONTRACTOR: WI t 46A) Dla 5 __ENG.INEER: SUBJECT:1411) J�dV1hlk IIIJ ��- 06) :j INSPBCTOR:���� SIGNED: - . DATE; A CERTIFICATION No. lep-0 ��� SENT BY:MURRIETA FIRE PROT ;10-17-94 ; 15:48 ; MURRIETA FIRE PROT.4 4380894;# 3 x �N'SP]t9:CTIO�T R.�1�QR�' PLAN PILE No. CIA PROJECT:.___L�7� PERMIT Nn ._ �� ' E fo LOCATION: 2 (vj 1_G14Mlad ' a2jia REPORT No. Z- DATE: 0- 2-g4 CLIENTS ARCHITECT: ply 141�iD LJ�N PRIME CONt.RACTOR: IN1010 W 66Q5 ENGINEER, - 'SUBJECT: �i�ID _ W����% ll3 sRQ& � r � ;7 �ws _mwmoi� oil er[.'r4.oDg -- m 106(a .035' -1 [�R445 ull f..n_ 4,fdlta on.. _ INSPECTOR: t;2 $IaNED;'V ATE: CERTIFICATION No.�,��D�!' . SENT BY:MURRIETA FIRE PROT ;10-17-94 ; 15:49 ; MURRIETA FIRE PROT.4 4380894;# 4 n,�, , LI ",. .r r. Y`.. .,t 1... ■.,.,. rb r.l r .. . to " 1•.. .. . 1.1 `,r yr�t. , 1 .. .a• I•,�'Lr,r.'��,5•Y.,.�1 ►,';. gr''••.r;,<1. fir. .t,,. ',IA . . �„ ' ,.If•:.. �' �5'.i ' i ''r .}r . •Y S Y r '.' " 'r', .. '•� .r.�,:.i iMS � i 'a,�. , v r' `I'r'^ �'_• •r•:» .:A'.=•5+•.r,•• i�.•t'i w '.1� �•� "!. .h .;•: y;� ,r,i, .. �; y.t�••.: _ •i .j', �`r•1`=• }I;' 1 '':',�8 n'Tr;Lb . '7F • ; ' •-ir" ,•`i s ^,lhi'•'ff ,rlr,.. "Yi�t• Cry"' 'h"< C } i''I;;. �1 1 �a"• . 1s ,' tl sN."'.. :rl �.r �:"L'Y,.._.�.tN.{.`1 q ., y.. '.tit.. -1\5.. .._ 1,!•f�!?, r r '!'�,•'r S i.;i��1„�._J'!••FriM�y :�. #tyr '�h�r1..',rC'�.y+: t�y, 4 :•. •` l-,r's A` i...•; J,r2t�.• k�;, . 9� ,� r.r1 •� �� � °: .A I• , 7 .n'!� � f/" R 'Y".,�41� 4:' ,;.� ,_.1::; ..:?.n•i °li'ti'�1� a P•C �• F, r..rq., .r..: '.N' ^i w 1A\.ri'•1 t4y'�}!/d;�{i S�; ,:,tt \H y;i7.. (.it•.� ...,41i•!%t�,,,n�V� f. .r. ):' .:., �QQ %".i(.y. S"•i.•.•.: •!P� j ..i:;.": �y':� !1 t,,.' .• ' .4��`7� � lY# r � � 1 i / .ti:� .., �°7��:�?'E1 %rS r7 ..I�n•1,l �... .� tr '� •lF , ii. �:Jr. :.i • �•I :r•r �N' ,`�Y' ('-�. �."'`�'�, !ay 1.�.. •+�'•�•� :•82' ��.. '�; yet �� � C` .f� 1)•al' ::e ' n'• ' r .''• r�„ .r. �;1�;, �j'. �ii'�,,,e �' '•t!a � Y•:�� � '� (. fr 1'n15`+''+•/'4 v �... t1 :..'vJn ?'i'r'��'::,..i. r • /,' r;' ,'.' � •,*.,, :.• � . 1 a 'I:;P, I # • � '.r era ��i''a"F•: ii•' � �. t.. ''r . t International Conference of Building Officials JAMES DAVID POWERS *a CERTIFIED SPECIAL INSPECTOR STRUCTURAL STEEL AND WELDING 4 1.991 EDITION - UPC & U13C STANDARDS The Individual named hereon is CERTIFIED In the- category i shown, having been so eerd iad pursuant to 'suocassful completion of the prescribed written ex ination. ,• • Expiration date; F Z3. 19 7 r No. 47464 of va un ess signs by oerti cats o er. ;' /coo owtM%t/on attests to convetent knowledge of codes a:rd standards, Applicab/a axperbnce should bs ;vt fled by Ibcel jurlsdktlonsr t. 1 ,► L I. ? t RCV SY:XEROX TELECOPIER 7010 ; 6-21-94 '06121/1994 14:17 714-6394773 2:17PM ; 714 6394773� FRANCIS AND ANDERSON 6194380894;# 2 PAGE 02 FRRNC�S+RNQFRSON A R C H I t E G T S INTER10R 0 E 5 ( G N E R S June 21,1994 Pat Kelley, Building Inspector City of Carlsbad 2075 Las Palmas Drive Carlsbad, CA Re; Sears Store # 1678 El Camino Real Shopping Center Carlsbad, Ca. Dear Mr. Kelley: r Per your recent discussion with Ramco Construction Company, General Contractors for the above referenced Sears Store, we are concurring tha20 gauge metal studs arc acceptable to be used in lieu of 16 gauge studs, which was on the approved drawings, under the following conditions (please sere!! attached details): a) walls requiring backing plates as shown in attached details 5/A5 & 6/A5 b) all furred wall conditions c) walls requiring bracing at top; 20 gauge dip angle is acceptable in lieu of 16 gauge as shown approved plans. (See attached detail 18/A5) d) top track of typical metal stud walls. S inccrcly, FRANCIS + ANDERSON ARCHITECTS CL Gladstone E. Anderson, NOMA,AIA Principal 2420 K Street • Sacramento Ca 95816 , 915 448 3878 • Fax 916 442 6649 115 S. Olive Street • Orange Ca 92666 • 714 639 7252 • Fax 714 639 4773 RCV BY:XEROX TELECOPIER 7010 ; 6-21-94 2:18P.M 714 63944734 -05/21/1994 14:17 714-6394773 FRANCIS AND ANDERSON r 6194380894;# 3 PAGE 03 ONNECT101 &CKIN& UTZ • ei mg 14 r o ►. TPACK WrOW MMWO -4T TYPIC-AL WAK PIP.) ustsw 4TUOS. �IIiMYi�p lb-,06 tow-ARDFI S-N D twr►ur�s f►It� G�IY1N�Uy. Aft "A! 6W-A" X4 A* Mt G, 1�" Mfli►: M 4OWWAc t- MOU14TCO go. %d TYi? WALE t ►Mit 6 MR dAij EI op S*lUcG. �•' i" WW "W'i AM6" ; LXATPJ dp 044AING RAT$ ANO NULL +t o. , W1114 A"aoP►y K*4jumkcTcf6jk. rp. LKS ft 4&.r "two 4HT: Mltl rt w>S>,. s - ww I'Q' l?.j& mgms To LrN+o MAT6lpx .. TYPE * A►" BACKING PLATE SC"It- E qATG . "ap w4m STEEL TO S STEEL TO 4 W/ DRYWALL PLYWOOD TO DRYWALL TO LATH -TO 311 $TEFL TO H STRUCTURAL ONNEC MWAL MQSa MA "AGICtbC THAT'ANML FROM THE S'I1i IL GALVANIZE I 1 miz I lm: v 81iAIrING3 � �. DV'i'ERTtlit' i No : . ,l +MINA I to1LL. HT. ►*14 , FILM VIRWN4 ew"MMp C. ANY MD FLA] 1 2:18PM ; 714 6394??34 FRANCIS AND ANDERSON 6194380894;# 4 PACE 04 RCV BY:XEROX TELECOPIER 7010 ; 6-21-94 06721/1994 14:17 714-6394773 �±. ro r►T- wDs MP Lam' PNFIL& HMO !"' MAT 4S. '•FLATG- 6 A l #ily' . WOL"Lp ro 0i .I . ITT•Iry i Ems,, WALt. NtJN . DgJCN OMOp N► A --40AADPAtom, `+&NR41 W ALL ox Wr`N ht1 NL Me troMem W ► OTS !. 'YPE 'B'. BACKINr. PLATE 47o 1 W^ W -&*. , ,Sllfrww H co fT. RA [lrC�JiY'7■ I .. vx *dA. Pw MIA 2 ! rUD ". C7MI-f ALL 'Z L tl.L ltths- ror% , re.+. ti.w lb P -i MOO- HI16VT *to. RAU m it B. RCV SY:XEROX TELECOPIER 7010 ; 6-21-94 2:19PM ; 714 6394773-3 06721/1994 14:17 714-6394773 FRANCIE AND ANDERSON FAMMAOL 491095. GA. tt 6194380894;# 5 PAGE 05 l.i Mom• FTl —- M fT BRAG 13 DETAIL' SCALE j rr� SOLID $LAS rag* Mat .210 x l �+ j '.y .!.rtl .W. t7¢,••�.'��4 `y(�!•,:. ,�.. �1j•Y;tR• y'•�te:l.'. .. RCV BY:XEROX TELECOPIER 7010 ; 4-14-94 7:32AM ; R APP A 4-94 THU 6; S 1 CARLSBAD FIRE DEPT 6199?902564 FAX NO. 6199290256 6194380894;# 1 P. 01 CITY OF CARLSBAD FIRE DEPARTMENT 60 ORION N WAY, CARLSBAD, CA 9 008 FAX TRANSM11TAL FAX. (6I9) 929-0256 __--�--__- -____ -I ----------- - ^--- - I j DATE: _ 1`7 I NUMBER OF PAGESt t i (including this page) J'C�'� TO. i FROM: I I i � I- I I I ADDRESS r° ADDRESS I I i FAX NO, _ -- I I i TELEPHONE NO. I TELEPHONE NO, � I I -----.------ •---- - i � -- -- �----�--------------- — —t COMMENTS ,I r f - yn, 1 , off OR YOUR INPORMATiON a INFORMATION YOU REQUESTCD PLEASE REVIEW AND ADVI5E PLEASE COMMENT REPLY REQUESTED BY, If a problem oocurs during this transmission, please call Fire Administration: (619) 931-2141 or Fire Prevention: (619) 931-2121 RCV BY':XEROX TELECOPIER 7010 ; 4-14-94 7:32AM 6199290256-- r'- 14-94 THU 6:32 OARLSBAD FIRE DEPT FAX NO. 6199290256 1 CARLSBAD FIRE DEPARTMENT t w 2560 Orion Way, Carlsbad, California 92008 931-2121 INSPECTION NOTICE (�e4ond Notice) Issued to %Z=-) 4�1 a �j Address �� �iC�-f. city -T Owner, Occupant or Manager Address City The items listed below are ❑ VIOLATIONS F] REQUIREMENTS [� (OTHER) ) / / r 6194380894;# 2 P, 02 F1 Page of Notice No._ Efate 4"T da --tc- - Phone phone Measures shalt be taker, immediately to correct all of the violations listed herein. Failure to comply within the specified time frame will result in legal act �( RECEIVEG BY { DATE 4/1- /-54 REtNSPECTl01�1 'ATE DATE BY-:...., J� f RECEIVED BY X — Fire 1 .st)ector EXTENSION DATE Immediate measures shall be talon to correct all of the violations th:11 E:i e Station No �_ - �- 8 ration have been noted hero'.n, if compliance has not been met by the date !(there Ore any q�;est,ons ca ±--- indicated, this matter vw!11 ue rulwatOi�d to the fire N1tar;tl3l for final disposition. INSPECTOR DATE P INN C IC # PEMIT - JOB ADDRESS TIl-lM ARRIVE: _ TIME LEAVE: ACT COt'itIENTS CD LVL DESCRIPTION PER+nI i S 6/-15/ a 9 • { I `v�Ir/ ��' - ^./�' ��/CJ V /�e.� � `G.A�i�-+� � ./ vv «.S' / ^zN" W'f�J _ _�_ �/�� Z� _ j � _ __ - -_ .L'. r+ - `�"'.'sue', :. •��'i�.�` t._•''- �:t :_ •—•. i^2•,i.i%r:.=a=•_�.a,..-i•�•rF�:.'••n-.::—�.=."-""'�.'�";'-'-r-=;,f,:i'-�-�!'!K ;f•.�3,.v .. :-L,r.,;',a•:_ - - ti.',—�.:;.:�' �--„"''-='^'i.::•s`�•.%+�:'-=Her.•-.. < a `''s�",�,`=T::`,i± x^ �-�=,-*�,�`�?':=�. ,....,.--•--T'=`-.'—�JJ m `rx • S ' l� � F 1. 1 = z -�' F -• % , • •t.•_"_'�-'tom .,.........�� ..-�''}�----,— r: • "uJ,__1y- ...t i..-rUde� '-.r�, %y �;�.._.�. 'i ... .{- i.t ` - _ � ,'1 _ � -•=.¢ , t....-. A-;1.�;.; f ' _ - _ +.�_:��Y.:.,i-; «.:c_=.tee.'_:.... >,. • .. ".t. �., ., -•., txsx:.",:em..:,as':i.;, - - n,a. ..•� i,..:.ar'�-: p ' a" j CITY OP.CARLSBAD BUILDING JOB'ADDRESS INSPECTION DEPARTMENT CENUS TRACT NO. PERMIT NUMB_ ER PLAN FILE NO. 00024 CONTRACTOR NOTI:CE 'OWNER;OR RERMITTEE NAME. MAIL-ADDRE$S FOR, '1 0 OWNER, OR -0 CONTRACTOR F7 READ n- VIOLATION ❑ WORK COMPLY WITH BUILDING LAWcommentsNO PERMIT - STOP WORK- REMOVE CONSTRUCTION, OR �OBTAIN PERMIT AND MAKE ANY .(See comments on, reverse side reigardfr96 pen.alty:fiees)'. REVERSE, E] PERMI"_ CONSTRUCTION NOT IN ACCORDANCE WITH APPROVED PLANS AND, T - STOO WOR , k SIDE- MAKE EXISTING WORK COMPLY WITH APPROVED PLANS AND: PERMIT OR, REMOVE IT. E] ZO CALL PLANING DEPARTMENT -AT 438-1161, CONCERNING VIOL -AT : ION OF NINO.." REGULATION LISTED BELOW. -,PRESENT THIS NOTICE WHEN ❑ APPLICATION FOR PERMIT STOP WORK- UNTIL AUTHORIZED TO CONTINUE,BY THE INSPECTOR. ❑ CONTACT CODE ENFORCEMENT OFFICER AT 438-,1161. ❑ CONTACT INSPECTOR AND ARRANGE FOR APPOINTMENT AT, 438-3550. ORRECTIONS:REQUIRED -CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN, BE APPROVED, PAY REINSPECTION FEE(See Back); THEN ❑ CALL FOR, REINSPECTION'AT- 43871101t PARtIALAPPROVED WORK DESCRIBED BELOW HAS BEEN, INSPECTED AND I8APPROVED.. _lJ -F- 20 Dcc-_� At C. -'A 60', -V/ .5, lrl�l AJI 40 ------------ THE ACTIONS,OR'CORRECTIONS INDICATED ABOVE AREREQUIRED WITHIN, DAYS., THE CARLSBAD MUNICIPAL CODE REQUIRES PENALTY' FEES' WHEN WOkK-HASI_BEEN STARTED WITHOUT "PERMIT. ' 'x Gh • NAmLQFksPECTOR (PRINT) f INSPECTOR'S SIGNATURE -OFFICE TEL. NO, DATE ELECTRICAL -HEATING, -T P -PIPM REFRIGERATION' CQA ' p '00 A M;-TO'8-00 A.M., IIIkqNpAY:THRU'FRIDAY - - - - - - - - - - -- - - - - - ik Fx4( i � to BUILDING .INSPECTION DEPARTMENT GENERAL REQUIREMENTS 1. No person, firm or corporation shall erect, construct, enlarge, alter, repair, move, improve, remove, convert, or demolish any building or structure in the city, or cause the same to be done, without first obtaining a sepparate building permit for each such building or struct- ure from the Bullding Official. Uniform Building Code Sec. 301, Where work for which a permit is required by this Code is started or proceded with prior to obtaining said permit, the fee schedule established by the city shall be doubled, but the payment of such dou- ble fee shall not relieve,any'persohs from fully complying with there- quirements.of this Code in the execution of the work nor from any other penalties prescribed herein. Uniform Building Code Sec. 304. 2. When the Building Official issues a permit, he shall endorse in writing or stamp on both sets of plans and specifications "Approved." Such approved plans and specifications shall not be changed, modified, or altered without authorization from the Building Official, and all work shall be done in accordance with the approved plans. One set of approved plans and specifications shall be returned to the applicant, ,which set shall be kept on such building or work at all times during which the work authorized thereby Is in progress. Uniform Building Code Sec. 303, 3. A building permit shall expire and become null and void if the build- ing or work authorized by such permit is not commenced within 180 days from the date of Issuance or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period,of 1'80 days, Uniform Bldg. Code Sec. 303. 4. No work shall be done on any part of the building or structure beyond the ,point Indicated in each sucessive inspection withoGt- first obtaining the written approval of the Building -Official. Uniformm Building Code Sec. 305, 5, Whenever any building work is being done contrary to the provision of this Code, the Building Official may order the work stopped, and any such persons shall forthwith stop .such work untit authorized py the Building Official to proceed with the work. Uniform BUNding Code Sec. 202. 6. No electric wiring, devices, appliances or equipment shall be installed within or, on any building, structure or promises 'nor 'shall any alteration or addition be made in any such existing wiring, devices, appliances or equipment without first securing a permit therefor from the Inspection Department except as stated• fn-Ord. No, N527. In addition to any other penalty provided in this Article for viola- tions..thereof, any person who has done any electrical work without permit as required by'this Article, or who has caused any such work to be done without a permit, shall pay a Penalty Fee in addition to the regular permit fee for inspection of such work. 7. NO -plumbing system or part thereof regulated by this -Code shall be installed within or on any building, structure, or premises, nor shall any alteration, addi)tion or replacement, be made in any, such existing plumbir{g system unless a permit therefor has first been Issued py the Inspection Department except as stated In Ord. No. 8109, 8.,No heating, ventllating, air conditioning, or refrigeration system, or part thereof shall be Installed, altered, replaced, or repaired Unless a per- mit therefor has first been issued by the Inspection Department, except as stated in Ord,' No. 8108. 9. Reinspections. A reinspection fee may be assessed for each ihspee- tion or reinspection when such portion of work for which Inspection Is balled is not complete 6� when corrections called for are not made. Reinspection fees may be assessed when the permit card is not prop per ly pgsted on the work site, the approved plans are not readily avaUlable to the Inspection, for failure to provide access on the, date for which inspection is 'requested,'or for deviating from plans requit- -ing the approval of the Ouildi%Officiai. l In instance;3 where reinspection fees have.beeh assessed no addl- tfonal inspection of the Work will be erforrfed Until the required foes have been paid, Excerpts from U.B.C. Sec. 305. -A i PLEASE DIRECT iNOU1RIES REGARDING REQUIREMENTS )FOR OBTAINING A PERMIT TO THE PERMIT COUNTER, 438-1101 1. Applicationsfor permits are processed at 2075 Las Palmas Dr. Permit applications are not accepted via mail without prior arrangement. The information identified in items 2 & 3 below must be submitted at the time of application for permit. 2. The State of California Labor Code Section 3800 mandates that no .person, owner or contractor shall employ any person, in any manner, in conjunction with a construction project for which a permit is required unless such employer shall first have in force a Workmen's Compeh- sation Insurance Policy. (a) A Certificate of Insurance, as required by State Labor Code Section 3800, must be presented prior to,the Issuance of requiredppermits unless such Certificate is already on file with the Building Inspection Department. (b) It is extremely important that the Certificate of Insurance be Issued to the City of Carlsbad and roust contain a clause stating that in the event the insurance is -cancelled, 10 days -prior notice will be given to the City of Carlsbad. (c) The requirement for presenting evidence of Workmen's Com{ pensation insurance coverage is waived for the roperty owner who Is performing all work himself, and also for contractors who do not employ other persons to perform any work" A certificate of non�employment must be signed, and owner verification form completed, by the property owner when making application for any type permit. 3. In addition to the requirement of item 2 of this section, it will be necessary to provide the following information when submitting a Plan Check Application. (a) the legal description of the property (lot number, block number, and name of subdivision). .(b) irwi o ill s ins s, three i commercial property, drawn to scale, which (1) shape and size (dimensioned lengths of lot boundaries) of the property. (2) shape and size of all buildings presently on the lot including the proposed ,construction requested by this permit application, and (3) the location (dimensioned distances) of all buildings from adjacent property lines and from each other. (c) Two sets of construction plans,drawn to scale which cleatly show that the proposed work -will conform with the requirements of th City of Carlsbad. Three sets if commercial property. . CITY OF CARLSBAD BUILDING -JGiB,ADDRESt INSPECTION :'2561 El Camino Real DEPARTMENT"IC'ENUSTRACT NO. ---- PERMIT NUMBER PLAN FILE NUMBER C9931296 NO. 000376 CONTRACTOR 'NOTICE OWNER OR PERMIT7EE NAME MAIL ADDRESS FOR 1:1 OWNER, OR DCONTRACTOR NO PERMIT -STOP WORK -REMOVE -CONSTRUCTION, OR OBTAIN PERMIT AND- MAKE' ANY 'R VIOLATION READ ❑ WORK COMPLY WITH BUILDING LAWS. (See comments on reverse side regarding penalty fees). REVERSE, CONSTRUCTION NOT IN, ACCORDANCE -WITH APPROVED PLANS AND PERMIT - STO - P WORK MAKE EXISTING WORK COMPLY WITHAPPROVED PLANS AND PERMIT OR- REMOVE -IT. SIDE CALL PLANING DEPARTMENT AT 438-1,161, CONCERNING VIOLATION OF ZONING NOTE: ❑ REGULATION LISTED BELOW. PRESENT THIS NOTICE WHEN MAKING APPLICATION FOR PERMIT I STOP WORK: UNTIL AUTHORIZED TO CONTINUE BY THE INSPECTOR. -1 F❑ CONTACT CODE ENFORCEMENT OFFICER AT 439-1161. El •CONTACT INSPECTOR AND ARRANGE FOR APPOINTMENT AT 438-3550.. CORRECTIONS REQUIRED F❑ CORRECTIONS'LISTED BELOW MUST BE, MADE BEFORE `WORK CAN, BE APPROVED. • F❑ PAY REINSPECTION FEE (See Back); THEN ❑ CALL FOR REINSPECTION AT 438-�ld1. THE'AdTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED' WITHIN, DAYS. THE -CARLSBAD MUNICIPAL cobE REQUIRES PENALTY FEES WHEN WORK HAS BEEN STARTEDWITHOUT PERMIT. PAT KELLEY NAME OP INSPECTOR_(PRINT), INSPECTOR'S SIGNATURE OFFICE TECNO. DATE kATlN`G_' PLUMBING:_ fj9FF3jGpAA'T,!', J. I qpmsl��'Af,nw 7:007A.M. T0, 8:06 A.M. IN-13`(Rev. 2180) 3:001P.M. TO 4:Od P.M.'' M qND0j9RU'FFIdAY BUILDING INSPECTION DEPARTMENT GENERAL REQUIREMENTS 1. No person, firm or corporation shall erect, construct, enlarge, alter, repair, move, improve, remove, convert, or demolish any building or structure in the city, or cause the same to be done, without first obtaining a separate building permit for each such building or struct- ure from the Building Official. Uniform Building Code Sec. 301. Where work for which a permit is required by this Code is started or proceded with prior to obtaining said permit, the fee schedule established by the -city shall be doubled, but the payment of such dou- ble fee shall not relieve any persons from fully complying with the re- quirements of this Code in the execution of the work nor from any other penalties prescribed herein. Uniform Building Code Sec. 304. 2. When the Building Official issues a permit, he shall endorse in writing or stamp on both sets of plans and specifications "Approved." Such approved plans and specifications shall not be changed, modified, or altered without authorization from the Building Official, and all work shall be done in accordance with the approved plans. One set of approved plans and specifications shall be returned to the applicant, which set shall be kept on such building or work at all times durng which the work authorized thereby is in progress. Uniform Buiiding Code Sec. 303. 3. A building permit shall expire and become null and void if the build- ing or Work authorized by such permit is not commenced within 180 days from the date of issuance or if the building or work authorized by such permit is suspended or abandoned at an time after the work is commenced for a period of 180 days, Uniform Bldg. Code Sec. 303. 4. No work shall be done on any part of the building or structure beyond the point indicated in each sucessive inspection without first obtaining the written approval of the Building Official. Uniform Building Code Sec. 305. 5. Whenever any building work is being done contrary to the provision of this Code, the Building Official may order the work stopped, and any such persons shall forthwith stop such work until authorized by the Building Official to proceed with the work. Uniform Building Code Sec. 202. 6. No electric wiring, devices, appliances or equipment shall be installed within or on any building, structure or premises nor shall any alteration or addition be made in any such existing wiring, devices, appliances or equipment without first securing a permit therefor from the Inspection Department except as stated In Ord. No. N527, In addition to any other penalty provided in this Article for viola- tions thereof, any person who has done any electrical work without permit as required by this Article, or who has caused any such work to be done without a permit, shall pay a Penalty Fee in addition to the regular permit fee for Inspection of such work. 7. No plumbing system or part thereof regulated by this Code shall be Installed within or on any building, structure, or premises, nor shall any alteration, addition or .replacement, be made in any such existing plumbing system unless a permit therefor has first been Issued by the Inspection Department except as stated In Ord. No. 8109. 8. No heating, ventilating, air conditionin , or refrigeration system, or part thereof shall be installed, altered, replaced, or repaired unless a per- mit therefor has first been issued by the Inspection Department, except as stated in Ord. No. 8108. 9. Reinspections. A reinspection fee may be assessed for each Inspec- tion or reinspection when such portion of work for which Inspection is called is not complete or when corrections called for are not made. Reinspection fees may be assessed when the permitcard:is not pro- perly posted on the work site, the approved plans are not readily available to'the inspection, for failure to provide access on the date for which inspection is requested, or for deviating from plans requir- ing the approval of the Building Official. In instances where reinspection fees have been assessed no addi- tional inspection of the work will be performed until the required fees have been paid. Excerpts from U.B.C. Sec. 305. PLEASE DIRECT INQUIRIES REGARDING REQUIREMENTS FOR OBTAINING A PERMIT TO THE PERMIT COUNTER, 438.1161 1. Applications for permits are processed at 2075 Las Palmas Dr. Permit applications are not accepted via mail without prior arrangement. The Information identified in items 2 & 3 below must be submitted at the time of application for permit. 2. The State of California Labor Code Section 3800 mandates that no person, owner or contractor shall employ any person, in any manner, in conjunction with a construction project for which a permit is required unless such employer shall first have in force a Workmen's Compen- sation Insurance Policy. (a) A Certificate, of Insurance, as required by State Labor Code Section 3800, must be presented prior to the issuance of required permits unless such Certificate is already on file with the Building Inspection Department. (b) It is extremely important that the Certificate of Insurance be issued to the City of Carlsbad and must contain a clause stating that in the event the insurance is cancelled, 10 days prior notice will be given to the City of Carlsbad. (c) The requirement for presenting evidence of Workmen's Com- pensation Insurance coverage is waived for the property owner who is performing all work himself, and also for contractors who do not employ other persons to perform any work. A certificate of non -employment must be signed, and owner verification form completed, by the property owner when making application for any type permit. 3. In addition to the requirement of item 2 of this section, it will be necessary to provide the following information when submitting a Plan Check Application. - (a) the legal description of the property (lot number, block number, and name of subdivision). (b) i dicplot ate the folthree ow ng commercial property, drawn to scale, which (1) shape and size (dimensioned lengths of lot boundaries) of the property. (2) shape and size of all buildings presently on the lot including the proposed construction requested by this permit application, and (3) the location (dimensioned distances) of all buildings from adjacent property lines and from each other, (c) Two sets of construction• plans drawn to scale which clearly show that the proposed work will conform with the requirements of the City of Carlsbad. Three sets if commercial property. ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SA,-4 DIEGO, CA 92123 (6 19) 560-14.68 DATE: ¢- 1 S -- 2 z�- JURISDICTION: C-1 T-!j o>= Gr9-re(_5 Y.3 k-�-t-:-> PLAN CHECK NO: R / 2 (o SET: PROJECT AD -DRESS: Z�Cv / CL CrMriJa ,C7�C. PROJECT NAME : 5t_'rq re, s T , ❑The plans transmitted -herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted 'herewith will substantially comply ❑ with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies ❑ identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected mans are submitted for recheck. ❑The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. ® The applicant's .copy of the check list has been sent to: 0LIVC s7- o�a4�uGE �� 9 zG�6 Esgil staff did not advise the applicant contact person that Alan check has been completed. ❑ Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone ❑,REMARKS: By: Ab.c . ID0e_1 E107-L Enclosures: ESGIL CORPORATION Z/- ® GA 5 04 ❑ PC JURISDICTION: �4leL 513&_p Date plans received by plan checkers — — PLAN CHECK NO.: G'I �'— �b Date plan recheck completed: NBy; f�f3C pdL l �JIZ� PROJECT ADDRESS: C - TO: `4q-Csti L RECHECK PLAN CORRECTION SHEET FOREWORD: PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. The plan check is based on regulations enforced by the Building Inspection Department: You may have other corrections based on laws and ordinances enforced -by the Planning Department, Engineering Department or other departments. The items shown below need clarification; modification or change. All items have to be satisfied before the plans will be in confor,.ance with the cited codes and regulations. Per Sec. 303(c), of the uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. PLANS 3 lO. Please make all corrZions on the original tracingsand submit -sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: OTo facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans. GThe following items have not been resolved from previous plan reviews. The original correction number has been given- for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the still outstanding corrections. Please contact me if you have any questions regarding these items. 4. Please indicate here if any changes have been made to the plans that are not'a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made to the plans not resulting from this correction list? Please check. Yes No ti. Cf/" (c_ /hJftC, SCTS OF- P6,AgAZS tf�>%e i n f3E-' F/ E& Dy�)F / f1,ED 13y ZWE— tau / i�1AAS Form No. RPCS.41290 IBC MICAL, nUGM, ENM - n PLAN CDMM=QN SPE= JUFJ.C�7't' o C..4•ecs A"0 DATE: Iyr I?y 3pICII0N• IN GLEN AMMU PLAN CM= 2RPM: Ci 3 — / Z g � PLAN CHE=: ❑ J ! 0-7 G' / L rt w1 r* f P.l =, / • r ry a //'�) D ✓ d L% /V" 4! rr} JJ a '� Iu r e2, 644 C u L A o r b RJ 5 ej Ova oa oo AT G� ? c._ . /`� 4�/ �" .j•� , c, c/cr a, �a .c C � •u c- 101—s ev a s '�R u .o� "�� a4 16L 7t�J - Ss�Gc�) �•�ts2 �,'' ta�rf d>v�e�'n G3 y Alo w C. c*/� cJ J �Q-k r' A�> CX 7"0 1", A 1Cf e Th l�sf �1 p�� � �" �� -4 4� ( o ( S C N7' -ro PL1> P7,- IG D 4 H �w5 S'o7, �� 1 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92I23 (6 19) 560- 1468 DATE: 3 ( g '` "1 JURISDICTION: PLAN CHECK NO: �1 3 — ! 29� SET: ISDICT FILE COPY UPS DESIGNER PROJECT ADDRESS: Z.5-61 CL C 1 "I ND PROJECT NAME: 5e --tc S T, T. The plans transmitted -herewith have been corrected where ❑ necessary and substantially comply with the jurisdiction's - building codes. The plans transmitted herewith will substantially comply ❑ with the jurisdiction's -building codes when minor deficien- cies- identified are resolved -and checked by building department staff. The plans transmitted -herewith have significant deficiencies,. -- identified on the enclosed check list and should be corrected and resubmitted -for a complete recheck. The check list transmitted herewith is for your information.. The plans are being held at-Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. applicant's. copy of. -the check list has been sent 044FSP1 1?_ A4. 1"7*E , F,C:in1c /S -i- A-�IDe-e So/j l I.S S.. ©l_ � ✓C" si C4 �i4tJG� G'A- 9 � 6lc�i Esgil staff did not advise the applicant -contact person that - plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone # ❑ REMARKS: By:4BC-0oL/[/+>?a Enclosures: ESGIL CORPORATION 0 GA ZI CM 11 PC JURISDICTION: Cf L-5 r5 '4- D Date plans receivedby plan checker: PLAN CHECK NO.: 23 j Z24 Date plan recheck completed: 3!/% g./9 qBy: z9-5 L DOL1 ,F1 J C PROJECT ADDRESS: 0561 1 EL- (PAH//VO leC Al L To: A L ATE RECHECK.PLAN CORRECTION SHEET FOREWORD: PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced -by the Planning Department, Engineering Department or other departments. The items shown below need before the plans will be the Uniform Building Code, - county or city law. clarification, modification or -change. All items have to be satisfied in conformance with the cited codes and regulations. Per Sec. 303(c),. of the approval of the plans does- not permit the violation of any state, A. PLANS OPlease make all corrections-on.the original tracings and submit two new. -sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: 2. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet -has been trade and return this check sheet with the revised plans. OThe following items have not been resolved from previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the- prior correction list, we have enclosed those pages containing the still outstanding corrections. Please contact me if you have any questions regarding these items. OPlease indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made to the plans not resulting from this correction list? Please check. Yes No 5, Clio L P:zr A) 4L g C--'�5 Crr- P LogA)S rt2r StCAJr2'T"AC-$ , 1'o 6 & FIELD V s F_i r-i Q.P Form No. RPCS.41290 I4Jc1iAKICAL, PIOMM, no= r FLAT(CORTX=ON SBEKE C �,����: ,IOT�: ,rY aleC,�g�s��� GMARAM SO 4�evvi e l L F YvlisV`bclec-� uy-N11r- ) 'w, - ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA.92123 (6 19) 560-1468 DATE: - JURISDICTION: Q.`�� PLAN CHECK NO: 93- �29Co SET: _❑ PROJECT ADDRESS: 'ZS CD I E � PROJECT NAME: 'S ea -S T, l ❑ APPLICANT " J SDICTTO`N--% ❑ PLAN CHECKER ❑ FILE COPY ❑UPS ❑ DESIGNER The plans transmitted herewith have been corrected where ❑ necessary and substantially comply with the.jurisdiction's building codes. The plans transmitted herewith will substantially comply ❑ with the jurisdiction's building codes when minor- deficien- cies identified are resolved and checked.by building department staff. The plans, transmitted herewith have significant deficiencies ❑ identified on the enclosed check li-st and should be corrected and resubmitted for a complete recheck. t-ewarks bclow cure, The e transmitted herewith'is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the checklist is enclosed for the jurisdiction to return to the applicant contact person. The'applicant's.copy of the check list has been sent to: t71�--t- tilleC`S�Y� ® Esgil staff did not advise the applicant con -tact person that plan check has been completedOXCe., ipy PilcihG ❑ Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: REMARKS: Telephone # Enclosures: S GA ' CA =: Provide evidence of Health Department approval ('for- restaurants or for tenants using X-ray equipment �52. Provide gas line plans and calculations, e q ! showing pipe lengths and gas der -ands. UPC nonflaci:able supply cylinders for medical Section 1219. gas systems are located inside buildings, show with LBC Section 702 c L. 93. Provide drain, waste and vent plans. how they -comply ( ) iIICIR1 cL. Provide water line sizing calculations. UPC Section 1009.- 6. �Sutmit plan shcu.ng location cf'all Yaae'.s. O •' c� n:•,_a:l l;o • floor drain trap seal is to :�e 77 Submit panels schedules.RO2, QrzUJ ciertT,TS rain lined. GPC Section 701 (floor drain trap pr:.:.i^g) Submit electrical load calculations / �6. Shcw P h T valve on water heater and detail drain line route .from P & T valve to :.'e 79. indicate existing rain service size. exterior. .L•?C Section 1007(e). Indicate existing total rain se^ ice load. 97 " Sho... 1;»" ier 12" slope on drain and waste S1 Indicate new additional loads. lines. UPC Section 407. Q -ncicate wiring method, i.e. 'i7, metal ilex. Provide a drinking fowntain at each floor level in asserbly occupancies (except drir ing ( sz Show exit signs on the electrical lighting and dining establishments). L3C Section 505. v , pjan(s). As per Section 3313 and 3314 of the i991'L.BC, provide two sources of power to exit 99. Note on the plans that new'es- iclosets and signs and exit illumination. associated ::usheneter valves, f s^.y, s^all use no ma:e than 1.6 gallons per flush and Provide -receptacle(s) within 25' of s:AC shall- meet. perfe�nce standards established units. - U-r Section (s by the American National Standards •Institute :Standard=1_2.14.2, and urinals and associated 35. '-rroride multiple- switch- lighting- controls per = f1lishometer valves; if. any, shall use no Wore . Ti 'I Part 6.. than- one- gallon- per_ flush, and sluil meet performance standards established by the ,�,h*I�►,L American 'rational Standards institute Standard A112.19.2._. li & S Code, Section 17421.3(b). ,O 85. `Prov_ide' mechanical ventilation in all rooms" capable of supplying a minimum of 5 cubic feet'F _ �? per minute of outside air with a total .; y _ - . circulation of not less than. 15'cubic feet per: -00. Provide complete energy design calculations, minute per occupant. Section 605 and.705, UBC: including all existing design and new energy design for- this building. See attached non - provide mechanical- plans showing existing and residential energy design checklist.- proposed- HfAC equipments -ducts, and -access to equipment:_ /. For remodels in an existing conditioned space, show that the remodeled space will not use 83.. Detail access_: and working clearrnces- to h'%'AC more . energy than the existing space or show equipment: '• the remodeled space will conform to latest energy design standards. 89.4-Detail disposal of main condensate -.•drainage from : air-- conditioning.- *units. ., (UMCITY- Section- COF CAWSAAD SUPPt-stP 520) -. 102. P.oef mo=ted equipment must be screened and 90. Detail'- overflow (secondary) condensate roof penetrations should 'be minimized (City : discharge from air conditioning units that are- Policy 30-6): in a ceiling space. (UMC Section 1205) ` 103: No wiring is permitted on the roof of a 91.' Fire- rated corridors' are not to be used to building and wiring on the exterior of a convey air to or from rooms. U14C Section building requires approval by the Building 1002. Official. (City Policy) GPif G Y HP4 AJy�" S Y IJ el A j ct .. /t'1 c C�7i� K.) i C c- .4�u d d rC L:'.0 ►� �'� �.� - r �- C+G i•-+ �L Ct 1c[ d %� .tJ ✓.� -�. e. �U Crt? � �i/�'/ . •C�/y t% ' I I� N i / t-f G �-! I �1 t1 S P, 6 SA0'U `tc �y �� "J �o .0 Y4 x>o 'V ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560.1468 DATE: i -- 3 ! '" ❑ APPLI NT URISD N JURISDICTION: Ct T`� o� C�;2LS /31�-p PLAN CHECKER f-IrILE COPY PLAN CHECK NO: cT -3 -- 1 Z SET: ['-UPS -nDESIGNER PROJECT ADDRESS: 2-S ! EC. C,q A-)0 lc—CIq L PROJECT NAME: The plans transmitted herewith have been corrected where ❑ necessary and substantially comply with the jurisdiction's building codes. The plans transmitted. herewith will substantially comply ❑ with the jurisdiction's building codes when minor deficien- cies identified -. - -are resolved and checked by building -department -staff. The plans transmitted herewith have significant deficiencies ❑ identified on the. enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp.-untilcorrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The, applicant's copy of the check list has been'":sent to: agc-5i ► 12 i4L F-iinr • ��IJc� S t �NDC2so�% IIS S . 0LiVE Si Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the -plan check has been completed. Person contacted: Date contacted: Telephone # ,REMARKS By: Enclosures: ESGIL CORPORATION [RGA Z CM 0 PC JURISDICTION: s 6/194P Date plans received by plan checker: ("2'4'"' 944 PLAN CHECK NO.: 9 3 — 2 40 Date plan recheck completed: 1 3/ q y:PROJECT ADDRESS: ADDRESS: ZS(o( CC, G14M/N(7 lid L . TO: C4E504/ - 14 L e—!9?C RECHECK PLAN CORRECTION SHEET FOREWORD: -PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items shown below need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303(c), of the Uniform Building Code-, the approval of the .plans does not permit the violation of any state, county or city law. A-. PLANS- lO. Please make all corrections on the original tracings and submit two new sets -of prints, and any original plan sets that may have been. returned to you by the jurisdiction, to: :.LS 6/L core- r af-f /aka GTo .facilitate rechecking, please identify, next to each item, the sheet of the. plans upon which each correction on this sheet has been made and- return.this check sheet with the revised plans. 33.. The following items have not been resolved from previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed -those pages containing the still .outstanding corrections..- Please contact me if -you have any_questions regarding these items: GPlease indicate here if any changes have been made to the plans that are not a result* of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made to the plans not resulting from this correction list? Please check. Yes No sC-TS OF PLIILIS �D12 S f G hJ� T7,c.R Cs �, r2c-z u t2Cl�-f�I�1Z'S Holz- �tf P" Sl r_,A4GL ! 9 (tPI-A-Dl c14-FPV�� 01 Tff� .. o2t GlNl4C, EL�e.-T/Z.t cam. M�Gf�9-N�C�C- Of- 7ffZ7-,7 o,_21 G 1 A)14L ChLF_- C1k-_ L t S7, Form No. RPCS.41290 "f Provide evidence of Health Department approval (for restaurants or for tenants using X-ray equipment). If nonflaznable supply cylinders for medical gas systems are located inside buildings, shot how they comply with UBC Section 702(c)4. MEL-VJCAL '6. Submit plan showing location cf all panels. 77 Submit panels schedules.FoQ. Wak) f• ler-tyiS Submit electrical load calculations 79. indicate existing main,service size. t indicate existing total rain service load. 'S1 Indicate new additional loads. S2. Indicate wiring method, i.e. r';I', metal flex. E3. Show exit' signs on the electrical lighting pian(s). As per Section 3313 and 3314 of the 1991 LBC, provide two sources of power to exit signs and exit illumination. Provide receptacles) within 25' of F AC units. UMC Section 509: OE5. Provide- multiple- switch lighting: -.controls per Title 24; Part 6. 2ECEANICAI. 86. Provide mechanical ventilation in all rooms capable of supplying a-miniaum-of 5 cubic feet pet minute of outside air with a total circulation of not less than 15 cubic feet per minute per occupant. Section 605-and 705,.LBC. 87. Provide mechanical plans showing existing and proposed HVAC equipment, ducts and access to equipment. - 88. Detail access and working clearances to NVAC equipment. 89. Detail disposal of main condensate drainage - from air conditioning units. (UMC Section 510) 90. Detail overflow (secondary) condensate discharge from air conditioning units that are in a ceiling space. (UMC Section-1205) -- 91.. Fire rated corridors" are not to be used to convey air to or from rooms. UMC Section 1002. PIEMBING /2. Provide gas line plans and calculations, showing pipe lengths and gas demands. UPC Section 1219. 93. Provide drain, waste and vent plans. 0Provide water line sizing calculations. UPC 0 Section 1009. 95 Detail }ow floor drain trap seal is to be raintained. CPC Section 707 (floor drain trap prining)- 96. Shot P & T valve on water heater and detail drain line route from P & T valve to the exterior. UPC Section 1007(e). 97 Show l;w" per 12" slope on drain and waste lines. 171C Section 407. IXProvide a drinking fo-=tain at each floor level in assembly occupancies (except drinking and dining establishments). LBC Section 605. 99. Note on the plans ;tat new water closets and associated- flushemeter valves, if any, shall use no more than 1.6 gallons per flush and shall meet perfcrruaunce standards established by the American National Standards Institute Standard A112.19.2, and urinals and associated• flushometer valves, if any, shall, use no more.. than one'_gallon per flush and shall meet performance standards established by the American 'rational Standards Institute Standard A112.19.2.- .H & S Code, Section 17921.3(b). 0 Provide complete energy design calculations, including all existing design and new energy design for.this building. See attached 'non- residential energy design checklist. . For remodels in an existing conditioned space, show that the remodeled space will not use more energy than the existing space _or show the remodeled space will conform to latest energy design standards. CITY OF CARE SKID SOPPZz?S NT 102. Roof mo-=ted equipment must be screened and roof penetrations should be minimized (City Policy 80-6). 103. No wiring is permitted on the roof of a building and .wiring on the exterior of a building requires approval by the Building Official. (City Policy) 4—�tJ L{iC G S� /yGss �G %U �vt �: �i.4 AJ 4 s� - C,/1 -/4 e—J'i4 C J t/ c3 G C o.•-+.4c. ct �or.� !.l u r> �, G u d a L �r►A'/ • -.c� t/ — / /•�' u .� /`Ic�c •� - / .yl rt S �- 493 J��/0=J Z 711, ,.Jy Co.0 Y� pLS /45 /46, 7;re-a 2y 5 ;,c ?',a �3 J. ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (s 19) 560.1468 DATE: 12 — _-7- —115 JURISDICTION: CARLSBAD PLAN CHECK NO: SET: J_ PROJECT ADDRESS: .25C, 1 C--L 014'71 1 AJO eCNG PROJECT NAME: T, T . APR CANT JLURISDICTI' PLAN CHECKER FILE COPY UPS DESIGNER ❑The plans tran-smitted herewith have been corrected where necessary and substantially comply.w.ith the.jurisdiction's building codes. The plans transmitted herewith will substantially comply ❑ with the jurisdiction's building codes when minor deficien- .cie-s identified are resolved and checked by .buildiing department sta-ff. . The plans transmitted herewith have significant deficiencies ❑ identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. MThe check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for -recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant -contact person. ® The applicant's copy of the checklist has been sent to: Esgil staff did not advise the applicant contact person that plan. -check has been completed. Esgil staff did advise a-ppli.cant that the plan check has been completed. Person contacted: Date contacted: Telephone n ❑ REMARKS: By: At3E 6)0L t E-tJ j F Enclosures: ESGIL CORPORATION /I_.3 0 - F3 PLAN CORRECTION'SEW TENANT It�ROVEMENT PLAN CE= H0.: �j Date plans received by jurisdiction: JURISDICTION: CARISBAD Date plans received by Esgil Corporation: TO: C' �} CS 12 A L �%iTF ' f ►� .��C1 S i I IS S © e- / !/ K sT . CfJ�E CA, o ♦w BUII.DIIiG USE: S ra )O' TYPE OF CONSTRUCTION: ACTUAL AM: ALLOWABLE AREA: STORIES: I:1�1 C:r sPRDGGZRS: OCCUPANT LOAD: .LO I S -` gEtiARits� 4CGrt.f'Kr�-/.}'( Lyp}-D G4-L GS d nl 3 06-F T /;---z Date initial plan check completed: By: "C_- 7DO( C/JTL� Applicant contact person: Tel. Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Code sections cited are based on the 1991 UBC. The circled' items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303(c)., 1991 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process note on this list (or a copy) where each correction item has been addressed i.e., plan sheet specification. etc. Be sure to enclose the marked up list when You submit the revised plans. 0 r• H• I: }•.. 'J: 1 it ?• «:F, C. }. 1 rJ IJI�1 ♦/ VY7 / 7L• 1 ?Ir:�l LIST NO. 41 CARLSBAD TENANT IMPROVEMENT WITHOUT SPECIFIC ENERGY ZONE DATA OR POLICY SUPPLEMENTS, 1991 UBC G Please make all corrections on the original tracings and submit two new sets of prints, to: O� / Esgil Corporation, 9320 Chesapeake Drive, f Suite #208, San Diego, CA 92123, (619) 560-1468. OPlease make a-11 corrections on the original tracings and submit two new sets of prints, to: The jurisdiction's building department. 11. On the first sheet of the plans indicate: Type of construction of the existing building, present and proposed occupancy classifications of the remodel area and the occupant load of the remodel areas and the floor where the tenant improvement is located. Provide a note on the plans indicating if any hazardous materials will be stored and/or used within the building which exceed the quantities listed in UBC Tables 9-A and 9-B. Indicate on the Title Sheet of the plans, the A complete description of the activities end name of the legal owner and name of person processes that will occur in this tenant space responsible for the preparation of the plans. should be provided. A listing of all Section 302(d). hazardous materials should be included. The materials listing should be stated in a form OEach sheet of the plans must be signed by- the that would make classification in Tables 9-A person responsible for their preparation, even and 9-B possible. The building official may though there are no structural changes. require a technical report to identify and Business and Professions Code. develop methods of protection from hazardous materials. Section 901(f). 5. Plans and calculations shall be signed by the California state licensed engineer or architect. If control areas are used for exceeding the where there are structural changes to existing exempt 'amounts of hazardous materials from buildings or structural additions- Please Tables 9-A and 9-B, they shall be -constructed include the California license number, seal-_, of not less that required for a one -hour ' date of license expiration -and date plans are occupancy separation. Section 404. signed. Business and Professions Code. - The number of control areas within a building Provide the correct address and suite number of used for retail/wholesale stores shall not tenant space on the plans. Section 302(d). exceed two; the number of control areas in buildings with other uses shall not exceed Provide a note on the site plan indicating the four. Footnote 1, Tables 9-A and 9-B. previous use of the tenant space or building being remodeled. Section 302. The aggregate quantity of any hazardous materials "in use" and "in storage" shall not ,81 When the character of the occupancy or use exceed the -quantity listed in Tables 9-A and changes within a building, the building must be 9-B for !'storage". Footnotes 2 and 3, Tables made to comply with current Building Code 9-A and 9-B. requirements for the -new occupancy-. Please provide complete details to show the building S Provide a statement on the Title Sheet of the with comply. Section 502. plans that this project shall comply with. 9. 6 UBC,Section'304 requires the Building Official "-NEC. Title_24 and 1991 UBC, UMC and UPC and 1990 to.determine the total value of all construction work proposed under this permit. Provide a fully dimensioned floor plan showing The value• shall inc-lude ..all finish work, the size and iise-of all rooms or areas within painting, r6of-ing, electrical, plumbing, the space being improved or altered. Draw the heating, air conditioning; elevator, fire plans to scale and indicate the scale on the extinguishing systems anand y other permanent plan. Section 302(d'). equipment. Please provide a signed copy of the designer's or contractor's construction cost / jai Indicate the use of all spaces adjacent to the estimate.of all work proposed. area being remodeled or improved. 112 Provide a plot plan showing the distance from 20. Show any existing fire rated area separation the building to the property lines and the walls, occupancy separation walls, demising Iodation of tenant space (or remodel) within walls, shafts or rated corridors. Identify the building. and provide construction details for proposed new fire rated walls. 5 / 6 - 21. Specify on the plans the fire ratings of assemblies to protect penetrations or proposed openings in existing or new fire walls, floor - ceiling assemblies or,roof-ceiling assemblies. 8/4/92 2 1. 2 Identify existing walls to be removed, existing walls to remain and proposed new walls. Identify bearing walls, non -bearing walls, and shear walls. Show safety glazing in the following locations, per Section 5406(d): a. Where the -nearest edge of glazing is within a 24-inch are of either side of a door in a closed postion (unless there is an intervening wall between the door and the glazing or if the glazing is 5'-0" or higher above the walking surface). b. Glazing greater than 9 square feet with the bottom edge less than 18" above the floor and the top edge greater than 36" above the floor (unless the glazing is more than 36" horizontally away from walking surfaces or if a complying protective bar is installed). C. Glazing in shower and tub enclosures (including windows within 5 -feet of tub or shower floor). Provide a section view .of all new interior partitions. Show: (a) 'Type, size and spacing of studs. Indicate gauge for metal studs. Specify manufacturer and approval number or indicate "to be ICBO approved". (b) Method of attaching top and " bottom plates to structure. (NOTE: Top of partition must be "secured to roof or floor framing, unless suspended ceiling has been designed for partition lateral load). (c) 'Wall sheathing material and details of attachment (size and spacing, of fasteners). (d) Show height of partition and suspended ceiling, and height from floor to roof framing or floor framing. Provide notes and/or details to show that the floor and wall finish iii toilet rooms are surfaced with a smooth hard non -absorbent material extending five inches up the wall. Similar surfacing shall be provided on the walls from the floor to a height of 4 feet around: -.urinals and within water closet compartments. Section 510(b). Note on the plans: "All interior finishes must - comply with Chapter 42 of .the UBC". Specify "Class flame spread rating- (minimum) for " 27. Note on plan that suspended ceilings shall comply with UBC Tables 47-A and 23-P. In buildings having floors and roofs of wood frame construction, other than dwelling or hotel occupancies, draft stop the area between the ceiline and floor above so that no concealed space exceeds 1,000 s.f. and no - horizontal dimension exceeds 60 L.F. (if space has sprinklers, then 3,000 s.f. and 100 L.F.). Section 2516(f). ?�. In buildings having floors and roofs of wood frame construction, other than dwelling or hotel occupancies, draft stop the area between the ceiling and roof above so that no concealed space exceeds 3,000 s.f. and no horizontal dimension exceeds 60 L.F. (if space has sprinklers, then 9,000 s.f. and 100 L.F.). Section 2516(f). Storage areas exceeding 1000 sq. ft. in connection with wholesale or retail sales shall be separated from the public area by a one -hour occupancy separation. If the entire building has an automatic sprinkler system, then the occupancy separation need not be provided. Section 702(c). �i. An automatic sprinkler system shall be installed in rooms used by the occupants for the consumption of alcohol and in accessory uses where the total area of such unseparated rooms and assembly uses exceeds 5000 square feet. Section 3802(c). G The tenant space and new and/or existing facilities serving the remodeled area must be accessible to and functional for the physically disabled. See the attached correction sheet. Title 24, Part 2. The width of , the required level area on the side into which doors swing shall extend 24 inches past the strike edge for exterior'doors and 18 -inches past the strike edge for interior doors. Section 2-3304, Title 24.' G Specify lever -type hardware for passage doors on floors accessible to the disabled. Section 2-3304, Title 24. If both sexes will be employed and the number of employees exceeds four, provide separate toilet facilities for men and women. If "both sexes will be employed and the total number of employees will not exceed four", and only one restroom is. provided, note the words in quotation above on the floor plan. Section 705(c). A.. -hour, occupancy separation. is required between' occupancy and the occupancy. Table 5-B. Ducts penetrating occupancy or area separation walls must have fire dampers. Section 4306 U.)- In areas where the occupant load exceeds , two exits are required. See Table 33-A. Provide an exit analysis plan (may be 8 1/2" x IV or any convenient size). Exits should have a minimum separation of one- half the maximum overall diagonal dimension of the building or area served. Section 3303(c). 7/8/92 3 The maximum number of required exits and their G Corridors must provide continuous protection h building. required separation must be maintained until to t h e exterior of t e egress is provided from the structure. Section Interruptions by an intervening room is not 3303(a). permitted. Foyers, lobbies or reception rooms constructed as required for corridors are not Rooms with more than 10 occupants may have one considered intervening rooms. Section 3305. exit through one adjoining room. Revise exits �3 eLV w to comply-. Section 3303(e)-i Corridors and exterior exit balconies serving 9Exit 9 signs are required whenever two exits are 10 or more occupants must be a minimum 44 inches wide and 7 feet high to the lowest required. Show all required exit sign projection. Corridors serving less than 50 locations. Section 3314 (a). occupants may be a minimum of 36 inches in G Show that exits are lighted with at least one /foot width. Section 3305(b). candle at floor level. Section 3313(a). .54 When two exits are required, dead end 45. Show the locations of existing exits from the corridors and exit balconies are limited to 20 feet. Section 3305(e), building and show the path of travel from the remodel area to -the existing exits. 57. Corridors serving 30 or more occupants shall 46. Note on the plans: "All exits are to be have walls and ceilings of one -hour construction. Show compliance or clearly show openable from inside without the use of a key on plans which of the following exc tions has �jC_`Z_tl or special knowledge". In lieu of the above, been satisfied: SCRs Z in a Group B occupancy, you may note "Provide a on or near theexit doors reading THIS. a. Corridors greater than 30 feet wide when sign DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS". the occupants have an exit independent This signage is only allowed at the main exit. from the corridor. Section 3304(c). b. Exterior sides of exterior exit Exit doors should be a minimum size of, 3 feet balconies. • by 6 feet 8 inches with a minimum door- swing of 90•degrees. Maximum leaf width is 4 feet. C. Corridor -walls and .ceilings need not be Section 3304(f). of fire -resistive construction within doors in the direction of office spaces having an occupant load of 100 or less when the entire story in Exit should swing egress when serving an occupant load of 50 or which the space is located is equipped more or when serving any hazardous area. with an automatic sprinkler system Section 3304(b). Applies to door(s) throughout and smoke detectors are installed within the corridor in accordance with their listing. 49. Regardless of occupant load•, a floor or landing not more. than 1/2 inch below the threshold is d. Within office spaces occupied by a single required on each side of an exit door used for tenant, partial height .partitions which disabled access (may be 1" maximum where not form corridors and which do not exceed 6 used for disabled access). Section 3304(i). feet in height need not be fire resistive, provided they are constructed /0. Doors should. not project more than 7 inches in accordance with Section 1705 and are into the required corridor width when fully not more than three fourths of the floor - opened, nor'm6re-than one-half of the required to -ceiling height. -Section 3305 (g). . corridor width when in any position. Section 3305(d)'. Section 3305(g), Exception 5, cannot be used for non -rated corridors in a fully sprinklered 5 Revolving, sliding and overhead doors are not office space if the occupant load in the space permitted as exit doors if the occupant load exceeds 100. exceeds 9 or the exit door serves a'hazardous area. Section 3304(h).. 5.. Section 3365(g), Exception 5 does not apply to common corridors where the corridor serves as 1. Provide panic hardware in Group•A,E,H-1,H-2,H-3 an exit for non -office areas (manufacturing, and I occupancies. Chapter 33. warehouse, etc.). Double acting doors are not allowed when 6X_ Section 3305(g), Exception 5 is applicable serving a tributary occupant load of more than only for corridors on one floor; the corridors 100, or when part of a fire assembly, or part on the lower level(s) must be rated if these of smoke and draft control assemblies or when lower corridors have openings into them from equipped with panic hardware. Section other levels. 3304(b). V 1-157, CLOY-12 Li-1 PLEI NBC= 7_0-f-, L i t-f 'i5 o F !2- 5/28/92 -- 4 01, If non -rated corridors are used per Section 3305(g), Exc. 5, provide a reference to the corridors on the floor plan, noting: 1. Corridors are non -rated per Section 3305(g), Exception 5. 2. Smoke detectors shall be maximum 30' on center. 3. Power supply shall be dedicated branch circuit. Circuit disconnecting means shall be accessible only to authorized personnel and shall be clearly marked FIFE ALARM CIRCUIT CONTROL, with a lock -on device. If a tenant space utilizes Section 3305(g), Exception 5, then that.tenant space shall be separated from adjacent "spaces by,• a demising wall constructed as for a one -hour corridor wall. Clearly show where the non -rated corridor system terminates and a rated corridor system commences. G One-hour fire -rated corridors shall have interior door openings protected by tight- fitting smoke and draft control assemblies rated 20 minutes, except openings in interior wafts -of exterior- exit. balconies. Doors shall be maintained- self -closing or be automatic closing by action of a smoke detector per Section 4306(b). Doors shall be gasketed to provide a smoke and draft seal where the door meets the stop on sides and top. Section 3305(h) . 4L,(. 71.fe,- J700 tVS S RIO LIO ;7 Total area of all openings, except doors, in any portion of an interior corridor, shall not exceed 25 percent of the area of the corridor wall of the room which it is separating from the corridor. Such openings shall be protected by fixed glazing listed and labeled for a fire - protection rating of at least 3/4-hour. Section 3305(h). 66. Show rated corridors, lobbies, reception or foyers cross -hatched -on the floor. plans. 5-the rovide a .complete architectural section of corridor, or exterior exit balcony, showing all fire -resistive materials and details of construction for all floors,, walls, ceiling and all penetrations. Section 3305(g). 68. Show the location of fire dampers. Provide fire dampers at duct penetrations of fire - rated occupancy and area separations, shafts and corridor ceilings. Combination fire/smoke dampers are required at duct penetrations of rated corridor walls. Section 4306(j). 69. If a room with an exhaust fan has a door opening into a rated corridor, show how make- up air will be provided to the room. The door cannot be undercut, nor can a louver in the door be provided. Section 3305(h)l. If building exceeds two stories and has an elevator opening into a rated corridor, show how the smoke and draft control provision of Section 3305(h) will be met. Either provide a separated elevator lobby or a second door at the elevator entry meeting the provision. Section 3305(j). 71. If a second door is provided at the elevator entry, note that it will be readily openable from the car side without a key, tool or special knowledge or effort. Section 5106. 72. New provisions in Chapter 43 of the 1991 UBC require special treatment of penetrations at fire -resistive assemblies. Provide typical details on the plans showing how the fire - resistive integrity will be maintained at the following conditions (Include the manufacturers' names and ICBO numbers (or equal) for any sealant): A.. THROUGH -PENETRATIONS (through the entire assembly): 1. Fire -resistive bearing walls and/or walls requiring protected openings shall have penetrations protected with through - penetration fire stops having an F- rating, T-rating or complying with UBC Standard 43-1, depending on -their locations, sizes and combustibility. 2. Fire resistive floor/ceiling assemblies shall have penetrations protected with through -penetration fire stops having and F-rating, T-rating or complying with UBC Standard 43-1, depending on their sizes, combustibility and whether the penetrations are in walls above. B. 2MRANE-PENETRATIONS (through only one side of an assembly): 1. Fire -resistive walls (whether bearing or not and whether requiring fire protected openings or not) shall have penetrations protected with membrane -penetration fire stops having an F-rating or: complying with UBC Standard 43-1, depending on their size and combustibility. Limited steel electrical outlet boxes (not exceeding 16 sq. in., nor more than 100 sq. in. for any 100 sq. ft. of wall) require no protection. 2. Fire -resistive ceilings shall have no penetrations, except for noncombustible sprinkler pipes and steel electrical outlet boxes as described above. NOTE: The plans should indicate the various fire -stop ratings required for all - penetrations. 73. Provide a note on the plans stating "Penetrations of fire -resistive walls, floor - ceilings and roof -ceilings shall be protected as required in UBC Sections 4304 and 4305". 8/4/92 5 7/. Provide evidence of Health Department approval (for restaurants or for tenants using X-ray equipment). If nonflammable supply cylinders for medical gas systems are located inside buildings, show how they comply with UBC Section 702(c)4. ELWMCAL 76. Submit plan showing location of all panels. 77 Submit panels schedules.FCZ 06W. CteCUITS Submit electrical load calculations 7-9. Indicate existing main service size. indicate existing total main service load. 81 indicate new additional loads. QIndicate wiring method, i.e. E"iT, metal flex. 83. Show exit signs on the electrical lighting plan(s).- As per Section 3313 and 3314 of the 1991 UBC, provide two sources of power to exit signs and exit illumination. ,g4r Provide receptacle(s) within 25' of 1T AC units. UMC Section 509. 35. Provide multiple switch lighting controls per Title 24, Part 6. 86. Provide mechanical ventilation in all rooms capable of supplying a minimum of 5 cubic feet per minute of outside air with a total circulation of not less than 15 cubic feet per minute per occupant. Section 605 and 705, L'BC. 87. Provide mechanical plans showing existing and proposed HVAC equipment, ducts and access to equipment. 88. Detail access and working clearances to HVAC equipment. 89. Detail disposal of main condensate drainage from air conditioning units. (UMC Section 510) 90. Detail overflow (secondary) condensate discharge from air conditioning units that are in a ceiling space. (UMC Section 1205) 91. Fire rated corridors are not to be used to convey air to or from rooms. UMC Section 1002. PiAMB /2. Provide gas line plans and calculations, showing pipe lengths and gas demands. UPC Section 1219. 93. Provide drain, waste and vent plans. Provide water line sizing calculations. UPC Section 1009. 95 Detail how floor drain trap seal is to be maintained. UPC Section 707 (floor drain trap priming). 96. Show P & I valve on waster heater and detail drain line route from P & T valve to the exterior. UPC Section 1007(e). 97 Show 1;4" per 12" slope on drain and waste lines. UPC Section 407. Provide a drinking fountain at each floor level in assembly occupancies (except drinking and dining establishments). UBC Section 605. 99. Rote on the plans that new water closets and associated flushometer valves, if any, shall use no more than 1.6 gallons per flush and shall meet performance standards established by the American Rational Standards Institute Standard A112.19.2, and urinals and associated flushometer valves, if any, shall use no more than one gallon per flush and shall meet performance standards established by the American National Standards Institute Standard A112.19.2. H & S Code, Section 17921.3(b). IIXERGY 100. Provide complete energy design calculations, including all existing design and new energy design for this building. See attached non- residential energy design checklist. . For remodels in an existing conditioned space, show that the remodeled space will not use more energy than the existing space or show the remodeled space will conform to latest energy design standards. CITY OF Cam SM SVPFLP�7r 102. Foof mounted equipment must- be screened and roof penetrations should be minimized (City Policy 80-6). 103. No wiring is permitted on the roof of a building and wiring on the exterior of a building requires approval by the Building Official. (City Policy) /dv AD& �,��' �ti,rs t4 4as iG O �� �H,,4AJ 4 cS.5 4A-! ]'/ 0It 4 ,'Q UeEGU106C cow-,,0c.d1cr4 A�u ✓J 5, 4 •u ere A. T ;?- / C•y J-' / /��s '/93 6 . Arlo w L. / a y 7', ,•J ; 66 .0 y e of- s /�S /'cs 1 7�7>4 a ?Y 5 do t.o N.) /3 /, 104. All roof -mounted equipment shall be concealed from view. Provide structural detailing for the screening. MISCELLANEOUS G Please see additional corrections or remarks that follow. O106. To speed up the recheck process, note on -this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 8Please indicate here if any changes have been 8 made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe' them and :here they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please check. Yes No The jurisdiction -has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 6191560-1468, _to perform the -plan-check for your project. If you have any questions regarding these plan check items, please contact fi-BE PoU L AITT at Esgil Corporation Thank you. Enclosures: 1. 2. 3. 6/25/93 7 DISABLED ACCESS REQUIRE14ENTS FOR REMODELS (including alterations, structural repairs, additions, �J tenant improvements and occupancy changes) ' OGENERAL Full access compliance is required for remodels including: C1,. Path of travel to remodeled area. (a) Parking (b) Walks (c) Hazards (d) Curb Ramps r�22 pp f, f D (e) Ramps -ro 41� (f) Elev Axs___ — O 2. Primary entrance to remodeled area. (a), Entrances (b) Exit Doors 3 Sanitary facilities serving remodeled area. 4. Drinking fountains and telephones serving remodeled area. REMODELS LESS THAN $75,187 When remodels are valued at less than $75,187 access compliance may be limited to the specific area being remodeled when an unreasonable hardship is determined by the enforcing agency. 1. Staff determination of unreasonable hardship shall be made on Form IICA-1, which shall be filed in the project file. 2. When the required work outside of the remodeled area (l.a through l.f above) exceeds 10% of the cost of the work to be done in the remodeled area, an unreasonable hardship shall be found to exist (criteria is staff guideline). 3. The unreasonable hardship finding may be by observation when obvious. Form IICA-1 should describe the obvious. REMODELS $75,187 AND HIGHER When remodels are valued over $75,187 and specific access requirements cannot be met: 1. The law allows equivalent facilities to be accepted if strict compliance with the regulations would create an unreasonable hardship. 2'. Access cannot be waived unless there are physical or legal barriers that prevent providing either full access compliance or equivalent facilitation compliance. When both access and equivalent facilitation are waived by the enforcement official, ratification is required by an Appeals Board. MULTI-FL.00R REMODELS: Exceptions and exemptions 1. Provisions for Upper and Lower floors: . The Health and Safety Code Section 19955.5 says that, "In privately - funded multi -storied passenger vehicle service stations, slopping centers, offices of physicians and surgeons, and office buildings, subject to this code, floors or levels ,above and below the first floor or ground level are exempt from these requirements if a ramp or elevator is not available to provide public access to such floors or levels." 2. health and Safety Code Section 19956 says that, "In privately -funded multi -storied buildings, floors or levels above the first floor or ground level are exempt from these requirements if a reasonable portion of all facilities and accommodations normally sought and used by the public in such a building are accessible to and usable by disabled persons." D:Ngeneral\disabled.req TITLE 24 HANDICAPPED ACCESS CORRECTION LIST Jurisdiction, 0-412 LS l3 E9-0 Plan Check No. 93 — 129 References to section numbers with prefix "2" are to Title 24, California Code of Regulations, Part 2 (California Building Code). -Prefix "3" is for Part 3 (California Electrical Code). Prefix "5" is for Part 5 (California Plumbing Code). Exemptions claimed for any item- shall be requested in writing and -shall include all data needed to determine "unreasonable hardship" as described in Section 2-422. SITE DEVELOPMENT 1. HANDICAPPED PARKING SPACES a. Provide handicapped spaces. 2-7102(.b) b. Space shall be so located that handicapped persons are not compelled to wheel or walk behind parked cars other than his/her,own. 2-7102(c) c. Parking space shall be a minimum of 9 ft.x18 ft. with adjacent marked 5 ft. loading zone. Double space shall be 23 ft. wide. Where a single space is provided, the loading/unloading 'zone shall be on, the passenger side of the vehicle. 2-7102(c). d. Maximum slope of parking surface in any direction shall not exceed 1/4" per foot. 2-7102(eY. - e. Parking space(s) shall be identified with the International Symbol of Acdessibility • on reflectorized sign affixed to post or wall, and also duplicated on parking surface (symbol to be 361lx36" and painted at the back of the parking stall). 2=7102(f) f. Entrance -to parking area (or at each stall). shall have a, sign stating that unauthorized vehicle(s).-parking in handicapped space(s) may be subject to tow -away. 2-7102(f•)• g. If covered parking is provided, then a reasonable portion of, the total number of stalls reserved for the disabled shall also be covered._- 2-7102(a) h. Entrances to and vertical clearances within accessible levels of parking structures shall be 8 ft. 2 in. to any structural member, duct or pipe. 2-7102(g) 2. CURB RAMPS a. Curb ramps shall be located wherever pedestrian path crosses curb. (2- 7103(a)) b. Curb ramp shall be 48" min. width (2- 7103(b)) with maximum slope of 1 in 12. 2-7103(d) c. A level 48" min. depth, landing is required at top of curb ramps over entire curb ramp width. 2-7103(d) d. If no landing is provided, the slope of flared sides shall not exceed 1 in 12. 2-7103(d) e. Surface is to be slip resistant and a contrasting finish from adjacent sidewalk. 2-7103(f) f. Border markings shall be 12" wide of 1/4"xl/4" grooves, 3/4" apart, located at top and sides. 2-7103(h) 3. WALKS a. Site development and grading shall be designed to provide access to primary entrances and access to normal paths of travel and where necessary. to provide access shall incorporate pedestrian ramps, curb ramps, etc. 2-7101(a) b. Walks sloping greater than 5% (1 in 20) must comply with ramp requirements of Sec. 2-3307. 2-3325(c) c. Walk width shall be 48" minimum, and shall have slip -resistant surfaces. 2-3325(a) d. The maximum cross slope shall not exceed 1/4" per foot. 2-3325(a)3 e. Gratings are not allowed whenever possible. 2-3325(b) f. At each gate or door a 6011x60" level area is required when the gate swings toward the walk. 2-3325(e) g. A 481lx44" deep level area is required when the gate swings away from the walk. 2-3325(e) h. A 24" clear space is required at strike side of gate or door. 2-3325(e) 4. PEDESTRIAN RAMPS a. A path of travel with a slope greater than 1 in 20 shall be considered a ramp. 2-3307(a) b. The maximum slope shall be 1 in 12. 2-3307(c.1) C. The width shall be 48" minimum. A minimum width of 60" is required where a ramp serves as a primary entrance to buildings having an occupant load of 300 or more. Group R Occupancies may be 36" when the occupant load is 50 or less. 2- 3307(b.1) d. The surface of ramps shall be slip - resistant. 2-3307(g) e. A 60" intermediate landing is required at maximum elevation change of '30" and 72" landing at each change of direction (over 30 degrees). 2-3307(d.1) f. Landings are -required at top and bottom of ramps. 2-3307(d.1) g. Bottom landing shall be minimum ,of 72" in the direction of travel. Fig. 2-33- 11A h. Top landing shall be 60" x 60" minim. 2-3307(d.1) i. When' door swings onto top landing, minimum depth of landing required is door width plus 42". 2-3307(d.1.) j. Top landing shall have 60" min. width when door swings onto the landing, with 24" on strike side of door at exterior ramp, or 18" at interior ramp. 2-3307(d.1) k. Ramp handrails are required on each side of ramp, -when slope exceeds 1 in 15. 2- 3307(e.1) 1. Ramp handrails shall be continuous, located 30"-34" in height above ramp surface, with 12" extensions beyond top and bottom, and the ends returned. 2-3307(e.1) m. Handrails shall be 1=1/4" to 2" cross section, spaced minimum of i-1/2" from wall. 2-3307(e.1) n. A 2" high curb or wheel guide rail centered 3" + 1" above ramp surface is required on both sides where not otherwise bounded. by walls when the ramp exceeds 10 feet in length. 2-3307(h.1) SPECIAL ACCESS LIFTS a. Lifts may be provided between levels, in lieu of elevator, when the vertical distance between landings, structural elevator, structural design and safeguards are as allowed by the State of California, Department of Industrial Relations, Division of Occupational Safety and Health. 2-5107(a) . b. The lift platform shall be of sufficient size to accommodate a wheelchair (3011x4811). 2-5107(a) c. There shall be a level and clear floor area or landing (6011x6011) at each level for access to the lift. 2-5107(a) HAZARDS a. Provide 80" headroom from walkway surface to any overhanging obstruction. 2-3326(b) b. Headroom of 80" minimum shall be maintained for walks, corridors, aisles, etc. 2-522(f) c. Protruding objects with leading edges between 27" and SO" above finished floor shall not protrude more than 4" into walks, corridors, etc. 2-522(f) d. Free standing objects mounted on posts between 27" and 80" above the floor may project a maximum of 12". 2-522(f) e. Abrupt 'changes in level exceeding 4" adjacent to walks, except between walls and adjacent -streets or drives, shall be identified by 6" high warning curbs above walk surface. 2-3326(a) r- Na a r «1r • . OM,`TRANCES, DOORS, VESTIBULES AND CORRIDORS a. All primaxy entrances to buildings shall be accessible to the handicapped. 2-3301(f) b. All required passage doors shall have 32" clear opening. at 90 degrees (36"_door). 2-3304(f) c. At least one of a pair of doors shall meet the minimum 32" clear entrance width requirement. 2-3304(f) d. Threshold shall be no higher than 112" above the floor. Edge to be beveled with a slope no greater than 1 in 2, if more than 1/4". 3304(i.1) e. Exterior level landing may slope up to 114 per . foot in any direction for surface drainage. 2-413 f. Door hardware shall be of the lever or push type, mounted 30" -to 44" above the floor and be operable with a maximum effort of 8.5 lbs. for exterior doors and 5 lbs. for interior doors. 2-3304(c), 2- 3304(i.2) g. The lower 10" of the door shall be of smooth, plane surface (no recess.or trap) except at automatic and sliding doors. 2-3304(i.3) 6) Building entrance(s) shall be identified by sign with the International Symbol of Accessibility. Show location on plan. The symbol shall be a white figure on blue background. 2-522(b) i. At turnstile, provide an access gate, 32" clear width opening, within 30 feet of turnstile. 2-3304(i.4) j. There shall be a clear area on each side of door, 60" deep in direction of door swing and 44" deep in opposite direction of door swing. 2-3304(1.1) Width of clear area on the swing side of the door shall extend 24" past strike jamb for exterior doors and 18" past strike jamb for interior doors. 2-330 (i.l) Q-Ri5 k DC-74Li L A - (o 1. The space between two consecutive doors (vestibule) shall provide a minimum of 48" clear depth between the open door and a second closed door.Doors in a series at a vestibule shall swing in the same direction, or away from the space between them. 2-3304(i.1) m. For corridors over 200 feet long, see special requirements of Sec. 2-3305(b)2. FLOORS a. Floors of a given story shall be a common level throughout or shall be connected by pedestrian ramps, passenger elevators, or s pecial access lifts. 2-522(e) OSTAIRWAYS NOTE: Only applies where disabled access is provided or required to other levels. a. Treads shall have smooth, rounded exposed edges and be _s-lip resistant. 2- 3306(s) b. Nosing shall not project more than 1-1/2 inches past face of the riser below. .2-3306(s) c. Risers shall be sufficiently solid. 2-3306(s) d. The upper approach and lower tread of each flight of stairs shall be marked with a contrasting colored .strip 2" 'in width. 2-3306(r) e_. On exterior stairs, each tread shall be marked as noted above.: 2-3306(r) f. Handrails are required on each side of stairway. 2-3306 g. Handrails shall be located 30" to 34" above nosing,extend 12" -beyond top riser and 12" plus tread, width beyond bottom nosing and returned to wall/newel post. 2-3306(j.1). h. Handrails shall be 1-1/4" to 2" in gripping cross section and 1-1/2" clear of wall. 2-3306(j.1) i. Approved stairway identification signs shall be located at each floor level in all enclosed stairways in buildings two or more stories in height. The sign shall identify the stairway, indicate whether there is roof access, the floor level, and the upper and lower terminus of the stair ay. The information shall be presented using raised Arabic numerals and raised braille symbols which conform to Section 522(b)3. The sign stall be located approximately 5 feet above the floor landing immediately adjacent to the door on the strike side. Signs shall comply with requirements of U.B.C. Standard No. 33-2. 10. ELEVATORS a. ?rovide clear inside elevator car dimensions as required by U.B.C. Section 5103(d) 6 and Title 24 2-5103(d.1). At -least one elevator.in buildings 4 or more stories in height: 80" by 5411, with a 42-inch side slide door. Applies only to: high=rise buildings, A/E/I occupancies, State-owned buildings, residential care homes, hotels, motels, apartments and condominiums. 2. Elevator in buildings more than two stories or buildings where disabled access is required to upper level(s): 68" by 5411, with a minimum clear door width of 36". 3. Elevators other than in (b) above serving less than 50 occupants shall have a minimum inside platform of 4 feet 6 inches by 4 feet 6 inches and a minimum clear door width of 36 inches. b. Raised Braille markings and Arabic numerals are required on control buttons and door jambs. 2-5103(d.1) . ,fir . ". TOILET FACILITIES ACCESS a. When located on accessible floors, sanitary facilities shall be made accessible to physically handicapped. (2-511.1(a)) b. Doorways 'shall have 32" minimum clear opening width. 2-511.1 c. There shall -be a level area with 60" clear depth in the direction of the door swing, and a level area with 44" clear depth in opposite direction of door swing. 2-511:1(a) 12. MULTIPLE ACCOMMODATION TOILET FACILITIES a —Provide clear area 60" diameter x 27" high - or clear space 56" x 63" x 27" high. 2-511.1(a) b. Doors (other than handicap compartment) are not -to encroach more than 12" into above mentioned clear space-. 2-511.1(a) c. Provide a 28" clear space between water closet and fixture or 32" clear space between water closet and wall. 2-511.1(a) d. A 48" long clear space is required in front of water closet. A 60" clear space is required when the toilet compartment has a side door. 2-511.1(a) e. Water closet compartment door to provide 32" clear width for end entry and 34" clear width for side entry. Door to be self -closing. 2-511.1(a) SINGLE ACCOMMODATION TOILET FACILITIES a. Water closet shall be located 28" from a fixture.or 32" from a wall. 2-511.1(a) b. Minimum clear space in front of water closet shall be 48". 2-511.1(a) C. In an existing building, a single accommodation toilet facility may have a space 36" wide x 48 " long in front of water closet. 2-511.1(a) GRAB BARS AT WATER CLOSET G Oa One at side 42" long extending_ 24" in front of water closet; one at rear 36" long centered on water closet; both mounted 33" above floor. Where a tank - type toilet is used, grab bar may be as high as 36". 2-511.1(a) bO. Bars shall be 1-1/4" to 1-1/2" in diameter with 1-1/2" clearance to wall. 2-511.1(a) OBar fasteners and mounting support shall be able to withstand 250 lbs./ft. in bending, shear and tension. WAM CLOSET G a. Height of water closet seat shall be 17" to 19" above floor. 5-1502 bO. Controls shall be 'operable with one hand, and 'shall not require tight grasping, pinching or twisting of the wrist. 5-1502 cO. Controls for the flush valves shall be mounted on the wide side of toilet areas, no more than 44" above the floor. 5-1502 OThe force required to activate controls shall'be no greater than 5 pounds force. 5-1502 16. URINALS - a. Where urinals are provided, the rim of at least one shall project 14" from the wall and be located 17" maximum above floor. 5-1503(a) OThe force required to activate the flush valve shall be 5 lbs. maximum and located 44" maximum above floor. 5-1503(b) c. Provide 30" x 48" clear floor space for forward approach. 2-511.1(b) S LAVATORIES a. Provide 30" x 48" clear floor space for forward approach. Said clear floor space may include knee and toe space under lavatory described below. Ob Provide clear space beneath lavatories, 29" high by 30" wide by 8" deep at top and 9" high by 30" wide by 17" deep at bottom from front of lavatory (toe space). The maximum counter surface height should be 34". 5-1504(a) c�. Hot water and drain pipes under lavatories shall be insulated. - 5-1504(b) dO. Faucet controls and operating mechanism (operable with one hand) shall be of the type not requiring tight grasping, pinching or twisting of the wrist (such as lever -operated) and an operating force not exceeding 5 lbs. 5-1504(c) eO. If self -closing valves are used, they shall remain open for at least 10 seconds. 5-1504(c) G TOILET ROOM ACCESSORIES a. Mirror bottom edge shall be located 40" maximum above floor. 2-511.1(b) b. Toilet tissue dispensers shall be mounted within 12" from the front edge of toilet seat. 2-511.1(b) c. Operating parts of dispensing and disposal fixtures (towels, waste, coin slots, etc.) shall be within 40" of floor. 2-511.1(b) GSANITARY FACILITIES IDENTIFICATION a. On doorways leading to sanitary facilities the symbols to be provided are 12" Equilateral triangle for men, 12" diameter circle for women, and 1/4" thick, centered on door, 60" high and contrasting color. Unisex facilities shall be identified by the circle with the , triangle superimposed within the circle. 2-511.1(a) 01" BATHING FACILITIES a. One such facility shall comply when provided for the public, clients or employees. 2-511.1(a) b. Shower compartment shall be 42" wide, 48" deep, with a 36" wide entrance. 2-511.1(a) c. Show on the plans that the handicapped bathing facilities shall conform to requirements of Sec. 2-511a-9, 5-1505 and 5-1506, i.e., folding seat, flexible shower hose, etc. 3d. DRINKING FOUNTAIN a. Drinking fountains shall be within alcoves.• The alcove shall be not less than 32" wide by 18" deep. 2=511.1(c) b. When the enforcing agency determines that it would create an unreasonable hardship to locate the water fountain in an alcove, the water fountain may project into the path of travel, and the path of travel shall be identifiable to the blind as follows: (1.) The surface of the path of travel at the -water fountain shall be textured so that it is clearly identifiable by a blind person using a cane. The minimum textured area shall extend from the wall supporting the water fountain to 1 foot beyond the front edge of the water fountain and shall extend 1 foot beyond each side of the water fountain, or (2.) Wing walls shall be provided on each side of the water fountain. The wing wails shall project out from the supporting wall at least as fax as the water fountain to within 6 inches of the surface of the path of travel. Also, there shall be a. minimum of 32 inches clear between the wing walls. c. Note on the plans that drinking fountain shall conform to.requirements of Sec. 2-511c and 5-1507•. G PUBLIC TELEPHONE a. Provide space 30" x 48" for forward or parallel approach to'telephone. 2-511.1(d) b. Note on the plans that public telephone shall conform to requirements of Sec. 2-511.1(d). G ELECTRICAL REQUIREMENTS' a. -15, 20 and 30 amp receptacle outlets shall be installed not less than 12" -above floor. 3-210-50(e) b. Center of switches shall be located not less than 56" not more than 48" above the floor. 3-380-8(c) PLUMBING REQUIREMENTS a. Where kitchenettes are provided at employee break rooms, conference areas, customer lounges, etc., the faucet controls at kitchen sinks shall be operable ' with one hand and shall not require tight grasping, pinching or twisting of the wrist (i.e., use lever - operated, push-t3-pe2 etc.). If self - closing valves are used, they shall remain open for at least 10 seconds. 5-1508 GROUP A OCCUPANCY REQUIREMEM AUDITORIUMS, ASSL-MLY IiAUS, Ths.ATRES, ETC. a. Seating and toilet facilities for the handicapped shall be accessible from the main lobby or primary entrance. 2-611(b) b. This structure requires wheelchair seating spaces. In theaters and auditoriums, the seating shall be provided in a variety of locations so as to provided a choice of admission prices. 2-611(b) ' c. Each wheelchair space shall be 60" x 30" and level. 2-611(b) d. When the seating capacity exceeds 300, the wheelchair spaces shall be in more than one location. 2-611(b) e. This structure requires ` seats for semi -ambulant persons. Clear leg space shall be at least 24". 2-611(b) f. Stages, enclosed and unenclosed platforms, orchestra pits, ticket booths, and refreshment sales facilities shall be made accessible. 2-611(b) . STADIUMS, GRAh'DSTANDS,.BLEACHERS, PAVILIONS, GYMNASIUMS it. This structure requires wheelchair seating spaces. In theaters and, auditoriums, the seating shall be provided in a variety of locations so as to provided a choice of admission prices. 2-611•(c) b. When the seating capacity exceeds 300, the wheelchair spaces shall be in more than one location. 2-611(c) c. Ticket booths must be accessible from both sides. 2-611(c) d. Participation areas such as ball courts, exercise rooms, tracks, and clubrooms must be accessible. 2-611(c) e. Spectator and participant sanitary and locker facilities must conform to the requirements of Chapter 2-5. 2-611(c) 1. DINING, BANQUET AND BAR FACILITIES a. Access shall be provided at primary entrances. 2-611(d) b. Wheelchair access shall be provided to all areas where each type of functional activity occurs. 2-611(d) c. This facility requires wheelchair seating spaces. 2-611 d. At least one wheelchair seating space shall be provided for each dining, banquet and bar area. 2-611(d) e. Access to wheelchair seating spaces shall be provided by 36" minimum clear width main aisles. 2-611(d) f. Cafeteria line aisles shall be a mini=: of 16"-clear width. 2-611(d) g. Access to food preparation areas shall comply with provisions for entrance doors and doorways contained.in Section 2-3304. 2-611(d) h. Restrooms and powder rooms shall conform to the requirements in Section 2-5T1. 2-611(d) ?? RELIGIOUS FACILITIES a. Sanctuary areas shall be accessible. 2- 611(e) b. Provide wheelchair seating spaces in the sanctuary. Use Section 2- 611(b). 2-611(e) c. Provide wheelchair access to raised platforms-, choir rooms, choir lofts, performing areas and other similar areas. 2-611(e) d. Assembly areas along with enclosed and unenclosed platforms and stages shall be made accessible. 2-611(e) „ e. Sanitary facilities shall conform to the requirements of Chapter 2-5. 2-611(e) T . ASSISIIVE-LISTEhTNG DEVICES a. Assembly areas .with permanently installed public .address systems (other than exclusively for paging or background music), shall' provide assistive-listening systems for eople with hearing impairments. 2-611(f b. Since the capacity of the assembly -area exceeds 99, this facility requires personal :receivers to be available on request. 2-611(f) c. If the system provided is limited to specific areas or seats, then such areas or seats shall be within a 50-foot viewing distance of the performing area. d. A sign shall be posted in a prominent place indicating the availability of assistive-listening devices. The sign shall include the international sy--bol of deafness and wording that states "Assistive-listening System Available". r. • • w• • yam• a i Group B occupancies used for assembly purposes but having an occupant load of less than 50 shall conform to all the requirements for Group A occupancies covered in Section 2-611. 2-712(d) S SALES FACILITIES a. General sales, display and office areas together with related toilet rooms must be accessible. 2-712(b) b. Sales employee work stations shall be located on accessible levels. Employee work areas shall be accessible to employees in wheelchairs, and the customer side of sales or checkout stations shall be accessible. 2-712(b) c. This facility requires check stands accessible to the physically handicapped, based upon 1 for 8 checkstands or less, 2 for 9 or more. 2- 712(b) d. Where quick check stands are provided, at least one shall be accessible. 2-712(b) e. Check stands shall be made accessible by providing a 36" aisle on the customer side of the stand. 2-712(b) f. Accessible check stands shall be identified by the International Symbol of Accessibility and shall state, "This check stand to be open at all times for handicapped/physically disabled customers". 2-712(b) 32. FITTING OR DRESSING ROOMS a. Where fitting/dressing rooms are provided for male or female customers, one for each type shall be usable by the physically handicapped. 2-712(b) b. Minimum dimension of room shall be 60" x 60". 2-712(b)- c. Bottom of the mirror shall be located within 20" of the floor. 2-712(b) d. Height of clothing hooks shall not be greater than 48" from the floor. 2-712(b) ter-cpt-c,-IL FrTTlhX, GROUP H OCCUPANCY FMWDMWM a. Accessible sanitation facilities in all Group H Occupancies shall be provided as specified in Chapter 2-5. 2-913(a) b. Accessible floors and levels shall comply with the requirements specified in Chapter 2-5. 2-913(a) c. Ecployee work areas shall be accessible by means of a 36-inch minimum aisle width, and a 32-inch minimum clear opening door width. 2-913(a) ADDITIONS, AT_'r JMORS AND REPAIRS TO FISTING BUILDINGS. (Z-110A(b)11)- 34. The area of specific addition, alteration and/or -repair, shall comply with the provisions of Title 24. Additionally: oa The primary entrance to the building and path of travel to the specific area shall be accessible to the handicapped persons. Compliance must be shown, beginning from the existing parking area and leading to the area of alteration. bO Existing restro6ms, water fountains, and public telephones which serve said specific area must be shown to be accessible to and functional for handicapped persons. Gc. Information regarding handicapped accessibility shall be posted in lobby per Sec. 2-522. 12/29/89 REMODEL OR TENANT I.MPROVEHENT CONSTRUCTION VALUATION The Bu-ilding Official is mandated by -State law to determine the value of work proposed in each application for a Building Permit. The value to be used, shall be the total value of all construction work for which the permit is issued as well as all finish work, painting, roofing, electrical, plumbing, heating, air conditioning, elevators, fire exting- uishing systems and any other permanent equipment. Uniform Building Code Section 304 (a) CA'PPLICANT PLEASE CO1.IPLETE SITE ADDRESS ( CL C�tl/,Jo 9-G-*L-_ PLAN CHECK NO. '�3- / V77& DESCRIPTION OF PROPOSED WORN AREA OF C] REMODEL Q T NANT IM'-R0Vr.'iE\T Q ADDITION PROPOSED WORK INCLUDES: NEW SUSPENDED CEILING Q YES Q NO NEW HVAC Q YES Q NO NEW FIRE SPRINKLERS Q YES Q NO ' NEW PARTITIONS Q YES Q 140 NEW PLUMBING Q YES [Q NO NEW ELECTRICAL Q YES Q NO HAS A CONTRACTORS ESTIM.AT BEEN RECEIVED FOR THE PROP OS ED WORK?( ]YES [ ] NO ITEMIZED COST ESTIM.AT£ IS ATTAC::ED [� ] YES [ ] NO I CERTIFY THE VALUE -OF ALL PROPOSED CONSTRUCTION WORT: COVERED BY THE PERMIT APPLICATION INCLUDING: ALL STRUCTURAL WORK, FINISH WORK, PAINT- ING, ROOF.INGr- ELECTRICAL, PLUMBING, HEATING, AIR CONDITIONING, ELEVATORS, FIRE EXTINGUISHING SYSTEMS, AND ALL PERMANENT EQUIPMENT IS:$ THIS VALUE IS BASED ON: Q DESIGNER'S ESTIMATE' Q CONTRACTOR'S ESTIMATE [] OTHER, DESCRIBE BASIS THE ABOVE INFORMATION IS TRUE AND CORRECT Q APPLICANT Q DESIGNER [] CONTRACTOR PLAN CHECKER USE ONLY THE VALUE IS ACCEPTABLE CJ YES C] NO AN ITEMIZED ,COST BREAKDONNI IS REQUIRED TO CONFIRM THE ESTIMATED CONSTRUCTION VALU-E. Q YES Q NO BY: DATE..: 4/22/85 Page 1 of 2 REMODEL OR TENANT IMPROVEMENT INFORMATION FORM Plan File No. 4 3 " i 29 & Jurisdiction �f? /zLSf3 -L7 Project Address .25 & I C(— C,4.N/A)Q 94 6 t- Date REMODEL OR TENANT IMPROVEMENT BUILDING CODE INFORMATION REQUIRED PRIOR TO PLAN SUBMITTAL In order to complete a plan review of a remodel or tenant improvement within an existing building it is necessary that the information in lines 1-11 be provided or the approved plans be provided for the existing building. 0 Circle the existing type of construction for this building: I, II-FR., II-lhr., II-N, III-lhr., III-N, IV, V-lhr., V-N A' Does this building have fire sprinklers throughout? Yes No Does the proposed project create a change in use or occupancy classification? Yes No Describe the previous use of the project area sTo ►?� Describe the proposed use of the project area S? otz tt GExisting Building Area I �? �' l S r Improvement Area now many stories are in this building? -Z- What story is the improvement on? 8 0-rH G Does this project involve alterations to: Existing fire walls Yes No Existing floor or roof loads Yes No Existing building structure Yes No Existing HVAC equipment Yes No If "YES", see #10 below Existing electrical,service loads Yes No Existing Lighting Yes No if OYES', see #10 below O7 What is the approximate date that construction of the existing building -was permitted? O8. ,ENERGY CONSERVATION Which of the following were checked- and approved for Title 24 Energy Conservation at the time the original building was approved: Building envelope Yes - No RVAC equipment Yes No Area lighting Yes No Water heating Yes No Will the proposed project significantly alter any element that was approved? Yes:, No If •YES•, see #10 below O HANDICAPPED ACCESS FACILITIES Which of the following has been approved for compliance with the handicapped access standards of Title 24, CAC: Parking & access to the -building -Yes No Building entrance doors Yes No Building stairs & elevators Yes No Existing public restrooms Yes No 9/17/93 Page 2 of 2 G ENERGY DOCUMENTATION Remodels to existing conditioned spaces require that a certificate of compliance form be completed, signed and imprinted on the plans. Additionally, if the building envelope, lighting or HVAC equipment are to be altered or added, appropriate State required documentation must be submitted. 11 PLANS a. Plans shall clearly show all demolition and new construction proposed. b. Plans shall clearly show exit systems, fire rated construction details, occupancy requirements, handicapped access provisions and other requirements necessary to show the work will comply with adopted codes and ordinances. c-. If structural revisions or increased live or dead loads are proposed the structural plans, details and calculations shall be provided and shall -be signed by a -California -licensed engineer or architect. d. If electrical system revisions or increased electrical loads are needed provide electrical plans and specifications showing location of panels, panel schedules, existing service size_, existing building load, additional loads, wiring method, exit signs and emergency lighting when required. e. if plumbing revisions or additions are proposed provide plumbing layout, details and specifications. Include sizing calculations when necessary to justify pipe sizes. f. All sheets of the plans are required to be signed by the responsible designer. Information is provided by, Title Date: 12 Zl9 3 Jurisdiction CARLSBAD Prepared by: p Bldg. Dept. A"5 �5- VALUATION AND PLAN CHECK FEE p Esgil PLAN CHECK N0. '?-3— 1 Z9� BUILDING ADDRESS C-1 C4/M//✓a /era� t,; L- APPLICANT/CONTACT Cfi'.-tea - fK,f*TrPXONE 140. ( 7/U.i G-55^72S2 BUILDING OCCUPANCY DESIGNER PHONE TYPE Or CONSTRUCTION CONTRACTOR PHONE BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE 7- 5610s (3 e,4 _/ ( poo 00 D i I I i Air Conditioninx Commercial Residential Res. or Comm. Fire'Surinklers Total Value Building Permit Fee S_ S �� 55�' Plan Check Fee S S .Z, '3 �� • �6 C 0 M MENTS: 11� Pz-/z!C-'l7-4, S VJ9Gt4r;--!/0A) SHEET ( OF /_ 12/87 PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB ADDRESS ' c�___ _ �- RESIDENTIAL RESIDENTIAL ADDITION MINOR (< $10,000.00) OTH DATE �� 3 (::::TENANT IMPROVEMENT PLAZA CAMINO REAL VILLAGE FAIRE COMPLETE OFFICE BUILDING PLANNER DATE ENGINEER DATE � CAWP51 \FILWBLDG.FRM Rev 11 /15/90 PLANNING CHECKLIST Plan Check No. 93- 12-g6 Address Z --61 6c ch m Div o P " �1 Planner VAN LYNCH Phone 438-1161 ext. 4325 (Name) - t APN: - 94oxAS N , Type of Proiect and Use Caktwi''1^��D�L Zone G Z Facilities Management Zone % 6u7 L L © Item Complete � i S a S a ❑ Item Incomplete - Needs your action 1, 2, 3 Number in circle indicates plancheck number where deficiency was identified CJ U ❑ Environmental Review Required: YES NO TYPE . DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval ❑ ❑ Discretionary Action Required: YES NO':�.- TYPE APPROVAL✓RESO. NO. PROJECT NO. OTHER RELATED CASES: DATE: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval ❑ California Coastal C l mmissim Petmit Required. • YES NO,_ DATE OF APPROVAL:, San Diego Coast District, 3111 Camino Del Rio North, Suite 200, San Diego, CA. 92108-1725 (619) 521-8036 Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval ❑ ❑ Landscape Plan Required: YES NO k See attached submittal requirements for landscape plans Site Plan: L� L.� ❑ I.- Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimensioned setbacks. J ❑ ❑ 2. Show on Site Plan: Finish floor elevations, elevations of'finish grade adjacent to building, existing topographical lines, existing and proposed slopes and driveway. ❑ Cl 3. Provide legal description of property. LJ ❑ ❑ 4. Provide .assessor's parcel number. T Zoning. E U ❑ 1.. Setbacks: Front: Required Shown Int. Side: Required Shown Street Side: Required Shown Rear. Required Shown C ❑ ❑ N 2. Lot coverage: Required Shown ❑ �l� 3. Height: Required Shown ❑ W(G' L3' lJ 4. Parking: Spaces S Required P Shown .Guest Spaces Required Shown ❑ ❑ ❑ Additional Comments OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER.-4/Pk'--DATE Z= PLNCK.FRM 94057 Fire Department Bureau of Prevention Plan Review: Requirements Category: Building Plan Check Date of Report: Monday, April 4, 1994 Reviewed by: Contact Name Francis Anderson Address City, State ,Bldg.. Dept. No. 93-1296 Job Name Sears Roebuck 115 S. Olive St. Orange CA 92666 Planning No. Job Address 2561 El Camino Real Ste. or Bldg. No. ® Approved -F The item you have submitted for review has been approved. The approval is based on plans; information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifica- tions, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can .result in suspension of permit to construct -or install improvements. ❑ Disapproved - Please see the attached report of deficiencies. Please make corrections to plans or specifications necessary to indicate compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. For Fire Department Use Only Review , Ist 2nd 3rd Other Agency ID CFD Job# 94057 File# 2560 Orion Way 0 Carlsbad, California 92008 0 (619) 931-2121 94057 Fire Department Bureau .of Prevention Plan Review: Requirements Category: Building Plan Check Date of Report: Friday; July 15, 1994 Reviewed by: 6 07wL Contact Name Address Francis Anderson 115 S. Olive St. City, State Orange CA 92666 Bldg. Dept. No, 9-3=1296 Planning No. Job Name Sears Roebuck Job Address 2561 El Camino Real Ste. or Bldg. No. ® Approved - The item you have .submitted for review has been approved. The approval is based on plans; information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifica- tions, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result'in suspension of permit to construct or install improvements. ❑ 'Disapproved - Please see the attached report of deficiencies. Please make corrections to plans or specifications necessary to indicate compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. For -Fire Department Use Only Review 1st 2nd 3rd Other Agency ID CFD Job# 94057 File# 2560 Orion Way Carlsbad, California (619) 931-2121 92008 Joe No. JORNSON & NIELSEN ASSOCIATES 7- BY CONSULTING STRUCTURAL ENGINEERS - -NIM9 Skyp*ark Circle; Suite L. lrvkw, CA 92714 (714) 261.149S DATE S H. Of- e Y y 0 t-- tq�— 7/ 0 7 + au >e- :z vm JOHNSON & NIELSEN ASSOCIATES JOe " CONSULTING STRUCTURAL ENGINEERS Br ISM Skypuk Circle, Suite 1, (rv4w, CA 92714 (714) 261-149S DATE OF tE G,,C>.-r •—�c.�C Tc.+.--� h^'t �l5`(L��L:r `+i�� tWct vit"e1.,„�J" - �. v DadA;, p A-� I, :lf- �-4 cis1,0 5 C4 to Y3 s-r j,NJOHNSON &XIELS-ENASSOCIATES Joe No. CONSULTING STRUCTURAL ENGINEERS By 10009 Skypark, Circle, Suite L, Irvine, CA 92714 (714) 261-149S, . DATE SH. 01 5 eL 7 exh4u-�t-YL'- L L-ve, B U I L D I N G PERMIT 07/01/94 09:27- Page 1 of i Job Address: 2561 EL CAMINO REAL Permit Type: PLAN CHECK REVISION Parcel No: 156-301-09-00 Valuation: 0 Construction Type: NEW Occupancy Group: Description: BRACING FOR WALLS : SEARS & ROEBUCK. Appl/Ownr : ALZATE, CAESAR 115 S. OLIVE ORANGE CA. 92666 Suite: Lot#: PCR No: PCR94027 Project No: A9301848 Development No: 7626 07/01/94 0001 01 02 C—MIT 109.00 Reference#: 93-1296 Status: ISSUED Applied: 06/22/94 Apr/Issue: 07/01/94 Entered By: TP 714-639-7252 Fees Required Eee ,— ---_----Fees: 10,9.00 Adjustments: 0 a Tot Total Fees: ri 0 Tota:i Ba Fee description —Un --------------- Plan Check Revision Fee INCORPORATED 1 K52 11, t d & Credits T --------------------- Pay,r,r�eft�tsW) \ w lance\'E�d�. ts F it A CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 .00 .00 109.00 Ext fee Data -------------- 109.00 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: JURISDICTION: ClTUI. ©F- 04�L_s5 l_D PLAN CHECK NO': 3 -1 Z`r� SET: PROJECT ADDRESS: .ZS&/ C-L C,41WAJO eC-4L, PROJECT NAME i APPLICANT JURISDICTION • PLAN CHECKER FILF COPY []UPS D DESIG\ER The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted 'herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies ❑ identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected olans are submitted for recheck. The.applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. ❑ The applicant's copy of the check list has been sent to: Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: ❑ REMARKS: Telephone T By:- 4f3L% lPOt-tC"h)1_Cr_ Enclosures: ESGIL CORPORATION D GA ❑ C, i O'PC . i 1 / Dates Prepared bys Jurisdiction QoifLW56, 7 VALUATION AND PLAN CHECK FEE PLAN CHECK NO. '7-5 — 1 Zc C& P-L?1 qt- BUILDING ADDRESS 0.5-4,1 CL C44M/1\10 APPLICANT/CONTACT �p!V A9-1IPP-r-50,0 PHONE NO. BUILDING OCCUPANCY DESIGNER PHONE TYPE OF CONSTRUCTION V— A,) CONTRACTOR PHONE ❑ Bldg. Dept. ❑ Esgil BUILDING PORTION BUILDING AREA VALUATION I MULTIPLIER VALUE Air Conditioninz Commercial @ Residential Res. or Comm. Fire Sprinklers ` @ Total Value I I Building Permit Fee $ Plan Check Fee $ f�'E2L, ff1Z �%• /5 X / ZS $ OR, 9� C0M1iENTS: SHEET _� OF 12/87 t. e_ r--- A�,..12 S Joe No. i�4 J'N18009 JOHNSON & WELSEN ASSOCIATES _CONSULTING STRUCTURAL ENGINEERS I== IZ �� � A. Br GSkypark Circle, Suite L, Irvine, CA 92714 (714) 261-1495 DATE i .�' A-r u Irk gl-o I,a N U%F I l 66 ° aP-, CND' Lj O�E C/J C.) � 2 (D ®. SE 2989 c Ex . 3-31-96 * Y- t- 71-- �k (:"%cp r' 1:.- / �, .-T f c.l� `�,sTRUCTi)RP�'���`r FOF CAi-CFO WAL w/oap P-OAI-01 DegJ riHi cw"O:p . Y ,1��� Jog No.��-a�'7il�'�- JOH-NSON & NIELSEN ASSOCIATES CONSULTING STRUCTURAL ENGINEERS By 18009 Skypark drde, Suite L, Irvine, CA 92714 (714) 261-1495 ,r.� j,, (;► ,j4. DATE t +ram OF - r "''T�,1�•I� F'� tap. low--L.... 40 Vet �► � 4.. t� ra , ---T—oPl--T-02 P- c- 4el r— — Q�®f-ES ' Nq Flo. SE 2989 Exp.3-31-96 .� TFOE CAS-���i' KIN o. SE 2989 Fn Exp. 3-31-96 C, 9TFOF CAV\ Q N Joe No. JOHNSON & NIELSEN ASSOCIATES r CONSULTING STRUCTURAL ENGINEERS « By 1SM Skyp rk Circle, Suite L, Irvine, CA 92714 (714) 261-1495 cmzl s . � t� DATE I - A SH-5---OF K m 4L i r-' ti PW -=A ... SUDE SEC T. A -A REGIS7-, m ST x C:) wm C/) LCO n k000 SECTIONS FsCA L C- '3 tl= I -SECT', B-B t:W GA REGIS7- 15Z;-< %,N'09 m I I w 833 M- L wism Z z0 to Z c CA 'i o A 9' zZ C) Q, �Z m �. n m c Z N i N • rn N ZO ICn NZD m -i N H N I 0 w O -1 m I�I= O 0 r t N K-1 L rn w .BRACE C n %- 100 �z :c to Z ai c tz) q— 0 A'2 7 C) Z CM ncz m Z 0 C) m m ;o rn tA kA to > 4 0 -ei is STRU(--TUr-R^l (:::AL(--ULA —IF T(D IS SEARS C--ARL—SEtAE7 F A R T= —F DE (D N R F_-M C) FD E L CCARLSBACJ , CCALT FC)RN=,om, .J G NC) _ N J404? FA . 1 U N E 7 l, oQRpf ES§,CIO 9p�91 ©. SE 2989 m Exp.3-31-96 a 4- s�grSTRUC �UR�'� aF CAt�'� JOHNSON & NIELSEN ASSOCIATES 18009 SKYPARK CIRCLE, SUITE L IRVINE, CALIFORNIA 92714 PHONE 714-261-1495 FAX 714-2,61-2307 �� Rep✓ JOHNSON & NIELSEN ASSOCIATES CONSULTING STRUCTURAL ENGINEERS 18009 Skypark Circle, Suite L, Irvine, CA 92714 (714) 261-1495 Joe No. q-k Cie: By DATE E;.. � I OF — I C- �re-ov' — 4-2 C) of 0 C.- Ai Y1 "'f IL .5 c7-1 Y e;, e If., V 6 �c wi;� t� . e, t!r^- )4 tea (A r cl e2— &P 4 '4' irp Joe No. =�—�- JOHNSON & NIELSEN ASSOCIATES CONSULfiING STRUCTURAL ENGINEERS " R�2 BY- 18009 Skypark Circle, Suite L, Irvine, CA 92714 (714) 261.1495 � y � i DATE VY � e - SH.WPA—OF YL� ILOi, C A L.-�;, XI—d I o 1-1 C 1 1 l�12-,rsC rj C--- d-1, ,, , ia,�, R�I~te,; P,as 1: Vic+ ► PIZ A:: rIHS, w/ oaq R-0 A O/ t-4iA s.o�i i-rL5.- 45iPi c'L�►"�G . St-i Y JOHNSON & NIELSEN ASSOCIATES E.�1-e Joe No.�f4-os CONSULTING STRUCTURAL ENGINEERS By 18009 Skypark Circle, Suite L, Irvine, CA 92714 (714) 261-1495 / ,,,,,1 -7 fl � DATE (� f --rs, Plac -i-0F,'�- LaI-4 Jos No. NJOHNSON & NIELSEN ASSOCIATES~ aY CONSULTING STRUCTURAL ENGINEERS w t ISM Skypark Circle, Suite L, Irvine, CA 92714 (714) 261-1495j/ DATE �t! f/ ! i SH._�—OF 7AL C] L—CS Ah c#" �_ �,�I,�._,_Yte <-, u". •.? �...�.___�.� Wit_. _._.� � � � i �. J '% .,�2j. 444 A7 f i � s/C qpl) - s�f7v2, Joe No. JOHNSON & NIELSEN ASSOCIATES .1 - CONSULTING STRUCTURAL ENGINEERS _ 'Br JNI$00; Skypirk Circle, Suite L, Irvine, CA 92714 (714) 261.1495 l `r c � DATE A SH.OF x x K -*G -ry , _a -Te- I z 29-) r J�z / r'kl �r- f r 0'z r k .D u: .• .. �'`` 'P ram► �..c._- P, 6 Cr r Y4- (), t-, Joe No. NJOHNSON & NIELSEN ASSOCIATES By CONSULTMG STRUCTURAL ENGINEERS 18009 Skypark Circle, Suite L, Irvine, CA 92714 (714) 261-149S Cm. Ls CRND' DATE SH. C)F- 0 wx // �� ) /500,7'T' 1-4;:: ps' f 51 r -r7 --Y Jos No. JOHNSON & NIELSEN ASSOCIATES eY CONSUL-TEN,'G STRUCTURAL ENGINEERS 18004 Skypark Circle, Suite L, Irvine, CA 92714 (714) 261-1495 r `�' F DATE SH.---'�—OF j C—ISIB 1 C. a„L,�,O WkLL i SYM. I t* 13 � r I a a 1 i I AM ;z2 " PCALEF f 7( Z Z O � C N z z, n _ m �. n cm a. a m (A+Zp rn LA kA )3 p to Z O A, �C SECT. A —A , Fo 'RAyk5Srf -SECG IONS- C A 041 ---------------- r i# .ST SECT. B-B Z� i0o zm to c n7:7 2, Lf, LA Z -cm C:z m Z 0 1 C) (-) Z > m z m --4 36rlaft-x2o CA ---- SFCT C-C TTI�- -M ..... --CK coiClKt-ws BRACE r... I �bCALE Ti-Ni"A 0 - n I— f Z o A, z z L-) 20 Vj Cm Cm nz m to zo z m M� ;a m '.." kA o I in I e BRACE B 0 1 Z 10� cz �O - �zz C)2. V1 a--iZ �Crn CM � �Z D m V) �zO c) n m -i �Ln� �► v x > I m BRACE C -�M,�i-_ t Z� ,z N �.o s ZZ C) N r Z Cm Cm �z N r D + ZN nn Z D m N y Ln B'UILD I N G PERMIT PCR No: PCR94023 06/20/94 07:54 Project No: A93-01848 Page_ 1 of I Development No: J&b Address: 2561 EL CAMINO REAL Suite: Permit Type: PLAN CHECK REVISION Parcel No: 156-301-09-00 Lot#: Valuation: 0 Construction Type: NEW Occupancy Group: Reference#: CB931296 Status: ISSUED Description: ADDITION OF INTERIOR NON-8EARI Applied: 06/13/94 NG PARTIONS Apr/Issue: 06/20/94 Entered By: TP Appl/Ownr : ALZATE, CAESAR 7-14-639-7252 115 S. OLIVE ORANGE CA. 92666 Fees Required e-'-J C ected & Credits --------------------- ---- /- -- 1-1 k 7 ' P /0) 1� -- \1' --------------------- Fees: 10 00 ;IQ,_, - Adjustments: 00Total, .00 m sj:, .00 Total Fees: Total,'a-y\n� 'ue 109.00 Fee description Units FeeK/-U it Ext fee Data - -------- -------- cz� ---------------- Plan Check Revision Fee 0'9 109.00 INCORPORATED FINAL APPROVAL INSP. ---� DATE 1,R1:NCE --------------- -- CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 PkUHT APPLICATION : City of Carlsbad Building Department IL 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1.161 T770M TYPE From List 1 (see back) give code of Permit -Type: --------------------------------------------------------- For Residential Projects Only: From list 2 (see back) give Code of Structure -Type: Net Loss/Gain of Dwelling Units 2. PROJECT INFORMATION PLAN CHECK NO. r EST. VAL PLAN CK DEPOSIT VALID. BY DATE FOR OFFICE USE ONLY Litn1N o �.G 4 451D ee Nearest Cross Street —, rr CS.T....�.,,n � ,o .. ,, r Hnit No. Phase No. CHECK BELOW IF SUBMI I FED: ❑ 2 Energy Calcs ❑'2 Structural Calcs ❑ 2 Soils Report ❑ 1 Addressed Envelope ASSESSOR'S PARCEL EXISTING USE PROPOSED USE. DESCRIPTION OF WORK FT. , YZ— ((IL((') ,r, I1, 0WW( STORIES IZ- # OF BEDROOMS # OF BATHROOMS NAME (last.name first) ADDRESS CITY STATE ZIP CODE DAY TE HONE LJCUNAME (last name first) [S' ICI ADDRESS 12 j i5 [ Q CITY e�Zrt STATE • � er ZIP CODE CF 7_Ca & DAY TELEPHONE S'4'[, —i S—PRU= OWNER NAME (last name first) 5C--AfW,, V_CC-64/- wt ADDRESS CITY STATE ZIP CODE DAY TELEPHONE NAME (last name first) CAO ADDRESS . l'?j?,4e! CITY (f�M1L 4 TVS STATE CA ZIP CODE 'T'O%4 DAY TELEPHONE STATE LIC. # LICENSE CLASS CITY BUSINESS LIC. # DESIGNER NAME (last name irst — ADDRESS CITY STATE ZIP CODE - DAY TELEPHONE STATE LIC. # Workers' Compensation c aration: ere y a irm at have a certificate o consent to self -insure issue y e erector of Industria Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. C). NO. EXPIRATION DATE any so as to become subject to the Workers' Compensation Laws of California. SIGNATURE DATE Uwner-ijuilaer c ara on: I Hereby attirm, t4at I am exempt rom the,ConLractors lAcense Law tot the touowmg reason: ❑ I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's license Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's license Law does not apply -to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's license Law). ❑ I am exempt under Section Business and Professions Code for this reason: (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's license Law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]). SIGNATURE DATE COMPLEI'E THIS SECTION FOR NON-RESID ff=ITS ONLY: Is the applicant or future building occupant required to submit a business -plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley -Tanner Hazardous Substance Account Act? ❑ YES ❑ NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? ❑ YES ❑ NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? ❑ YES ❑ NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1,1989 UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICr. hereby atfirin that there is a construction lending agency or the pertormance of the work or which is permit is issue c ►Civil Code). LENDER'S NAME LENDER'S ADDRESS certity that I have read the application an state that tile a information ormation is correct. I agree to comply with a ity or inances ana state laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon -the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARISBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACMUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Expiration. Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such 1: is t commencn 65 ys from the date of such permit or if the building or work authorized by such permit is suspended or abandon d at time after thom nced for a period of 180 days (Section 303 d) Uniform Buil B g Code). APPLICANT'S SIGNATURE -- ' ..is R e. ^ DATE:=q ft+ ESGIL CORPOR.A.'TION 9320 CHESAPEAKE DR., SUITE 208 SAN D I EGO, CA 92123 (6 19) 560• I468 DATE: - l & - R 9- J.vi2ZSDICTION: Gt rl- O� C44 tZ LS j7;,4-D `P`LAN CHECK NO.: q 3-1 Z�') LP �!%J+ � 2 SET: 1 PROJECT ADDRESS: 025-61 G7 .- <2-14 /tJO )eML PROJECT NAME: sl'G 0- r_- iJ A,PPLICANT u_ ! �DICTI PLy\^ � -_ R D FILE COPY � D?SIGNER The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's .building -codes. The planys'tr:ansmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies. identif i ed are resolved and checked by building department staff. The plans Iran-smitted herewith have significant deficiencies identified on the enclosed check list and should be corrected .and resubmitted for a complete recheck. DThe check -list transmitted herewith is for your inf ormnation. The plans are being held at Esgil Corp. until corrected plans are -submitted for recheck. The .applicant's -copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. �J The applicant's copy of the check list has been sent to: Esgil staff did not advise the applicant conta-ct person that Dlan check has-been completed. '® Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone r D REMARKS -.- By: A-8C Po QJTC Enclosures: ESGIL CORPORATION DG D`crs pPc Date,: G IG 19 Jurisdiction C/4-F-&S 6h-t-) Prepared 'bys ❑ Bldg. Dept. VALUATION AND PLAN CHECK FEE ❑ Esgil PLAN :CHECK NO. 9 3 — 12 iG ��!• * 2 BUILDING ADDRESS Z561 LZ C-A-H 1e"2 D fi?fL AP:'LICANT/CONTACT C-4r-5r4-2 PHONE NO. 71�� BUILDING OCCUPANCY fF--' 2- DESIGNER PHONE_ TYPE OF CONSTRUCTION CONTRACTOR PHONE 6')9 - 72SZ BUILDING PORTION BUILDING AREA VALUATION I MULTIPLIER VALUE 07l15.1 o A.) 7-0 t9-/PP i�JU � S �'T o � �C r4 f✓ 5 f - Air Conditioning Commercial @ _ L Residential Res. or .Comm. Fire' .SDr nklers @ Total Value guildiri.g 'Permit Fee. S_ $ Plan Check 'Fee $ �%Z[.L/ ( �(Z Q- 97, IS X 1, 2- S 102, 9� C 0 M M EN TS• SHEET _� OF 12/87 B U I L D I N G P E R M I T PCR No: PCR94020 06/07/94 14:49 Project No: A9301848 Page I of I - Development No: Job Address: 2561 EL CAMINO REAL Suite: Permit Type: PLAN CHECK REVISION Parcel No: 156-301-09-00 Lot#: Valuation: 0 Construct -ion Type: NEW Occupancy Group: Reference#:CB931296 Status: ISSUED Description: REVISE SHT. A-5, A-6, A-8 Applied: 05/18/94 WALL SHELF -SYSTEM Apr/Issue: 06/07/94 Appl/Ownr : ALZATE, CAESAR 115 S. OLIVE ORANGE CA. 92666 Fees Required ---------------------------- Fees: 10,9 . .00 14djustments: (00, To'tal-Cr6di Total Fees: 090 otad Pa�meri \�Balance I,- 'D --- Fee -description ---------------- F Plan Check Revision Fe9e Entered By: TP 714-63947252 "a INCO PORATED t952 ,& Credits------** .00 - 109.00 Unit Ext fee Data 109.00 FINAL APPROVAL INSP. DATE " Ei# CL �RZANCE_ CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAKI DIEGO, CA 92123 (619) 560• 14-68 DATE: Cv-- Cp -- (T cl JURISDICTION: PLAN "CHECK .,NO: SET: PROJECT ADDRESS:_ 4S6I CL•CA"/t)-0 pae-4t- PROJEEC T -WkMB `APP ICANT JL'RISDIC LjPLAN CHECKER J FILE COPY (JUPS JD ESIGNER The _plans transmitted herewith have been corrected where R.ne-ce,ssary and substantially comply with the jurisdiction's building codes. Ste" (3 ��rav✓ The -Dlans transmitted herewith will substantially comply ® with.the jurisdiction's building codes when minor deficien- cies identified are -resolved and checked by .building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and -resubmitted for a complete recheck. The check list transmitted herewith is for your information'. The }Mans are being held at Esgil Corp. until corrected plans .are submitted for recheck. The applicant's copy of the check list is enclosed for the -jurisdiction to return to the applicant conCact_nerson. ® The applicant's copy of the check list has been sent to: Esgil staff did not advise the applicant contact person that LAnj plan -check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: -Date contacted: Telephone REMARKS: 1. Oh/ f)-$ ' g�TC7 . 13 C -By:- 4t50- Enclosures: `ESGIL CORPORATION 0 GA 11 CM ❑ PC t The Office of T. S. Dranger Consulting Engineers 22300 Nichols Drive Sauk Village, IL 60411 Telephone 708 758 3530 SEARS .STORE FIXTURING STRUCTURAL CALCULATIONS for Ready Metal Manufacturing Company Store Planning h Division 4500 West 47Street Chicago, IL 60632 -Telephone 312 376 97-00 September 29, 1993 License expires June 30, 1997. SEISMIC ZONE 4 STRUCTURAL GENERAL NOTES. I. DESIGN DATA A. BUILDING CODE ------------------------------------- UBC 1988 B. SERVICE LOADS: ZICP APPLIED TO DEAD LOAD AND LIVE LOAD --------------- 0.30 ' LIVE LOAD PER Z-UPRIGHT DUE TO MERCHANDISE DISPLAYED WITHIN 7'-0 OF FLOOR (EITHER;SINGLE CONCENTRATED OR UNIFORM LOAD): LENGTH OF Z-UPRIGHT: 10' HIGH 12' HIGH SINGLE CONCENTRATED LOAD AT 8" ECCENTRICITY ----------- 250 lb 202 lb AT 17" ECCENTRICITY ---------- 170 lb 151 lb UNIFORMLY DISTRIBUTED LOAD AT 8" ECCENTRICITY ----------- 580 lb 429 lb AT 1711 ECCENTRICITY ---------- 461 lb 310 lb HORIZONTAL REACTIONS PER Z-UPRIGHT (DEAD, LIVE, AND SEISMIC COMBINED): TOP -------------------------- 165 LB .101 LB BOTTOM ----------------------- 190 LB 130 LB REMARKS: 1. ECCENTRICITY REFERS TO THE LOCATION OF THE LIVE LOAD" MEASURED FROM THE FACE OF THE Z-UPRIGHT. THE LIVE LOADS ARE IN ADDITION TO AN ALLOWANCE OF 7 plf FOR WEIGHT OF FULL HEIGHT DI.SPLAY-SURFACE PANELS. 2. THE HORIZONTAL REACTION AT'THE BOTTOM OF EACH Z-UPRIGHT IS TO BE RESISTED BY PROPERLY SELECTED FASTENERS TO THE FLOOR. 3. THE HORIZONTAL*REACTION AT THE TOP OF EACH Z-UPRIGHT IS TO BE RESISTED BY PROPERLY DESIGNED RESTRAINTS WHERE OUTRIGGERS ARE NOT USED. C. THE LOADS MENTIONED IN THESE DRAWINGS PERTAIN ONLY TO THE READY METAL DISPLAY FIXTURE. NO ASSERTIONS ARE MADE REGARDING THE .CAPACITY OF THE FLOORS, WALLS OR OTHER COMPONENTS OF THE BUILDING. II. STEEL A. MATERIAL STRENGTHS: Fy, psi 1. LIGHT GAGE COLD FORMED STEEL, ASTM A570, A611. 28,000 2. WELDING ELECTRODES, ASTM A233. E-70xx 3.-BOLTS, HIGH STRENGTH UNLESS NOTED, ASTM A449. -74,000 4. TEK-SCREWS, SELF -DRILLING, SELF -TAPPING, CASE HARDENED & TEMPERED, AISI 1019, 1022. B. COLD FORMED STEEL ASSEMBLIES: 1. ALL COLD FORMED STEEL MATERIAL, FABRICATION, AND ERECTION SHALL BE IN ACCORD WITH THE AISI "SPECIFICATIONS FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS." 2. SHOP CONNECTIONS SHALL BE BOLTED'OR WELDED. FIELD CONNECTIONS SHALL BE BOLTED UNLESS NOTED OTHERWISE. UNLESS NOTED OTHERWISE, FASTENERS SHOWN ON THIS DRAWING SHALL BE 1/4" DIA. TEK-SCREWS OR 1/4" DIA. HIGH STRENGTH FASTENERS IN STANDARD HOLES. ALL THREADED FASTENERS SHALL BE INSTALLED AND TIGHTENED IN ACCORD WITH THE PUBLISHED RECOMMENDATIONS OF THE MANUFACTURER. III. MISCELLANEOUS A. READY_ METAL SHALL FURNISH SHOP AND ERECTION DRAWINGS SHOWING THE DETAILS OF COMPONENTS AND CONNECTIONS TOGETHER WITH SUPPORTING TEST DATA FOR ASSEMBLIES NOT SUSCEPTABLE TO ANALYSIS AND OBTAIN SHE NECESSARY APPROVALS IF REQUESTED. B. DO -NOT SCALE THE DRAWINGS'. USE ONLY THE FIGURED DIMENSIONS. The Office of 6 �S Dcie 4 INDEX Thomas" S. Drangero Structural Engineer r / 22300 Nichols Dr. -Sauk Village, lllinda 60411 Chkd. by __ Dctt �_ SHEET NO OF r PROJECT KeNy,1 M��AI_ h1 s PL AM PIZQt0 C.TS 100 NO �orJE SUBJECT 0,914 .1Z3 Off! - K i� goo Gop-OL-R- M • = p.tg3 •, G Q 00, - . 0'7 8" cjw 0,038" ca c olliS'' 0,0W To = r•s %q +--t/7.= oflzz" . G-d H P Q*re I x c{ - °IDd (."Olw s a - 3 &,AjLy° c ov timt pZ L i i�•S i w elt 13 &AAF LzEE LjF121tiHT t� O v. 0 rw,i�, = O�ySS JW► 0►7'12 G ('10.&31 o 01-19q o IOgB It��B oICI sS Itc.(07 vt ol`gg 0t9IR olwc = (20(&(p + .:C��� _ ?.Ogg Tx : T,, 0 log III •-:-4' A i 22300 Nichols Dr. - Sauk VI Ilaq*,.11llnoiw 60411 Chkd. by Date -SHEET NO OF ` PROJECT LENLS t'51At- i� 1 S {�L by P2o�U c.TS 106 NO Y, SUBJECT Al. goo Ga. 2VI- eS 01 ,9/ 0 � �l G�.. O, /IG3.. _. did _ p o D, 0282 /, a sa& o, q5 to 2c o7_ j� o, 0679/0, So = o, /358..3_ 10 Thomas S. Dranger, Structural Engineer 223.00 Nichols Dr. $auk Village. Illinois 60411 Chkd. by Date -SHEET NO OF PROJECT, 2ekh,4 ML---ML- NSPLAN PlZobos,'ES -------JOB NO SUBJECT VLE-CTIZICAL 6-TA LL ( C_ 7_0 C__ SIiL 1 ..._.-____- ��r�-�__ Ar ._..(.t S, S �1� _i.� LZ A-1) /31.q.-..- L 0 oLoqo .4 gq K CD I i_ (_L_C10_&fMLp_1Q OLO-q.70 q0 0 a— Q. L O_ z- 0 - ' 69, :1 i iiornab i�. wanger, atructuraj tngincer I __ � --- 'I '1 22300 Nichols Dr. Sauk Village', Illinois 60411 Chkd. by Date SHEET NO(0OF li PROJECT Rc�+.tw ►vt �TA� i� 1 S {�� Apt P12�DU GT'S JOB NO SUBJECT Ro\c.Ttaus Slum a' I- t( -R uprz.iCOT -(I0+O,og3lsw)-(lo+0,16-IsW) (0105G2S1Nt3,ts'fi3�l.►) qu tSH • olaz §w + 1K cv. odVff b+L 'D+L SEISMtG ZouL" 2 REACTIOPS rI::'Ie--z_ log RI44 U r-p_«4fT . -(o,o-1Syd+$>-(0,Icw++0), (D,oySWtI1�6f3Aq) 30" 30" mac.. �,o . 10 IeJE 1 0 5U � 015 (0 ,0.7 t�� (o. ISW ts� V CP =4� 1iZS� 1%0 (otITr44614 Ci,= 0,30 SE-ismMic Zou& 4- (C7,17-v4+1►1t1015) 5 32� m i 16 Tho Office of By 1_ J V pate?/ ` 1'1 1 INDEX Thumaa S. Dranger, Structural Engineer 2:"300 Richols Dr.' • Sauk VIIla90. IIIlnols W11 Chkd. by Date_ SHEET NO � Of PROJECT. KENLS ML—iAl_ h1SP41ly PIZoDUGTS SOB NO SUBJECT Z-UPRIGHTS 10' high with two rows of horizontal bridging at 3'6 & 7'0 from bottom. E= 0.75' -�---D + L ALONE ZONE 2 ZONE 4 Zcp= 0 ZCp= 0.1125 ZCp= 0.3 Z Pa Rt Rb Pa Rt Rb Pa --------------- Rt Rb -- 71 --------------- 373# 36 36 --------------- 389# 69 49 250# 97 62 5 450 4-2 42 462 76 73 268 86 81 3 623 55 55 550 75 97 *348 84 120 1 458 42 42 525 60 105 424 71 167 W 11178# 96# 96#-j 1080# 151# 175#1 580# 147# 179# E= 1.50' D + L MANE ZONE 2 ZONE 4 ZCp= 0 ZCp= 0.1125 ZCp= 0.3 8 Pa Rt Rb- Pa Rt Rb Pa -- Rt Rb 7' 205# --------- 40 40 --------------- 2354 70 57 170# 89 ' 63 5 298 54 54 303 79 77 200 88 82 3 316 57 57 329 77 90 242 86 109 1 230' 44 44 282 62 85 .248 72 126 W 1 170# 139# 139#1 711# 172# 188#1 461# 165# 190# ---------------------------------------------- 3.5' 3.5' 3' Z Fal- 6.19 Cb: 1 1 1 Pa= 2872# Fb: 13.69 13.69 13.69 ksi Pe- 2872# Mr: 310 310 376 ft# I -) 4 Thomas S. Dranger, Structural Engineer °r °°'•-T' " INDEX 22300,Nlchols Dr. Sauk Vlllag*, Illlnols 60411 Chkd: by Dat• SHEET NO OF °PROJECT EM"I M tML- N S PLAN P24bU e- rS Jos No SUBJEC Z-UPRIGHTS 12' high with two rows of horizontal bridging at 316 & 7'0 from bottom. E_ Z 7' 3 11 0.75' D + L MANE . ZCp- 0 Pa Rt Rb ----------- 340# 28 28 - 437 34 34 564 42 42 439 34 34 ----------------- ZONE 2 ZCp- 0.1125 Pa Rt Rb 326# - 56 48 364 54 59 491 58 85 504 50 96 ----------------- ZONE 4 ZCp- 0.3 Pa Rt Rb --------------- 202# 74 60 234 70 78 298 67 108 405 61 159# W ( 9244 67# 67#1 743# 93# 121#1 429# 99# 141 I E_ Z 711 5 .3 li 1.50' D + -L ALONE Zcp= 0 Pa Rt Rb 227#_ 36 36 272 42 42 285 44 44 220 36 36 .ZONE 2 ZONE 4 ZCp- 0.1125 Zcp=� 0.3 Pa Rt Rb Pa Rt Rb 239# 61 55 151# 72 62 301 ' 68 72 186 74 80 297 61 76 214 70 99 270 51 76 237 63 119 W 1 462#• 72# 72#1 457# 98# 116#310# 101# 130# 3.5' 3.5' 5.0' Z Fal- 4.30 Cb: 1 1 1.75, Pa= 1994# Fb: 13.69 13.69 ' 12.86 ksi Pe= 1994# Mr: 310 310, 292 ft# t 4 i numb* a. uranger, -otructurat cngtneer 22300 Nichols Dr. Sauk VlllaBo, Illlnols 60411 Chkd. by ___ Date SHEET NOOF ( r PROJECT- K ems McT7\L- t)1 S PL q - Ps-ODU GTS -SOB NO SUBJECT �� E ��RT1U� IA�oNac. fz.n�lwcC• (( + 4-r- = W-0 b > 0, _2 11M A)--� A 2 VDB.X-BRACING WITH UNEQUAL LEGS BAR FORCE WITH UNIT LATERAL LOAD LCNG LEG: :a \b: •10-• 9 8 7 6 5 4 3 i 2 5.10 4.61 4.12 3.64 3.16 2.69 12.24 1.80 1!3 5.10 •4.61 4.12 3.64 3.16 2.69 2.24 1.80 -4 5.10 4.61 4.12 3.64 3.16 2.69 2.24 5 5.10 4.61 4.12 3.64. 3.16 2.69. - 6- 5.10 4.61 4.12 3.64 3.16 7 5.10 4.61 4.12 3.64 18 5.10 4.61 4.12 9 5.10 4.61 .. SHORT LEG: - to\b: 10 9 8 7 6 5 4 3 12, 4.24 3.89 3.54 3.18 2.83 2.47 2.12 1.77 1.- • 3.91 3.61 - 3.31' 3.00 2.70 2.40 - 2.10 1.80 _ _ _._. ;• 4 _ .. _. _ = 3.91.. 3.63 _ 3.35 - 3.07.... 2:80 .. 2.52 _ 2.24........ 5 4.04 3.77 3.50 3.23 2.96 2-.69 6 .4.22 3.95 3.69 3.43 3.16-.- 7 4.42 4.16 3.90 3.64 8- 4.64 4.38 4.12 - - 9- 4.87 .. 4.61. . SHORT LEG: a \ b: _.10.-.__ 9.:- -... 8-..-.-.. 7" _... 6 _ .. 5 .. __ 4......... 3...... 2 2.83 2.47 2.12 1.77 1.41 -1.06 •. 0.71 .0.35. 3 2.10 1.80 1.50 1.20 0.90 0.60 0.30 0.00 1 4• 1.68 1.40 1.12 0.84 0.56 0.28 0.00 5, ' 1.35 1.08 0.81. 0.54 0.27 0.00 .16 1'.05 0.79 0.53 0.26 0.00 7 0.78 0.52 0.26 0.00 8 0.52 0.26 0.00 9 0.26 0.00 Z 1.41 7- 1.41 V 0.00 .i NUT6; ZAM FoRzc UJ Look Lbzk lS ALw,y S GRVIII-915i. S, Bocr 14A 0104R,-*I- la" bias E. NT . O�t7goq\ 22300 MlcM . la Dr. Sauk V111840, 1111n0le 60411 Chkd. by Date -SHEET NO OF 'PROJECT Rt-Qkbq fAL-STP&_ hisPLA..14 PT,?_obQc_'rl ----JOB NO Ix 3T-6) + q- -003 3Z k- S,SY,-�-7* R4 �jt, oqo 6-T a = 4. 41 06:7 i53 lo, 3m F,,rA= I � oto 1 & 4.,47t is A.LW A Ot IL (C*T-. iar.k 3, V.- /I X- - 0 2 - Z CFT .4 a qlq7 q,125 tr 03 185 /0 /7 7, tj 5 U 0 P'".:r. 4 ForL Sto.),r-tc-AivT i .iV NiYA ... ar►a►►yc►� o.�u�.au►c►► G►►yuwc► � - ----- / 22300 Nkhols Dr. Sauk VI Iloilo, 1111n6ls 60411 Chkd. by Dot• SHEET NO / ! OF 1 PROJECT EKCLLy M L=TAC- .r IS PL A'J Pizot o urs SOB NO SUBJECT '?-00 E' 4 ,�l,vcflorz � - GUI cc. vrrz r�NT 7 1--Zz�or2 �//A f�v�t7�Ul�fC Gl�/if.c�.1JC�L, 'Ilk-6 G/AB-' /9,we..Y, it a,- &v .& B N/ %) Y'f - -P//x C' e qza4';f-'4 =7 AP/ = /e4O' ( o. ay7� 3 -MA7 = V= 3c # T=1370 it o,qq --4 ss zob' f84d %-oy� A107- _Lfl2� cr �c)1p77 . •t' Ot l0/ �' => Z° y 0.3/xi ya "' �Grz ., a4 i�rzy�L�i�r1Rr�Du.�t�_'CH�' �',486e5__..__ ..xi- to WAM. IOW2 Atz, -0 ser- - - -X-�-- I Ei XI the Office of T.S. Dragger -Consuhieg Eaffiaeers 1025-E. 162nd STREET SOUTH HOLLAND. ILLINOIS 60473 TELEPHONE (312) 339.5270 October 30, 1989 Ready Metal Manufacturing Co. 4500 West 47th Street Chicago, Illinois 60632 Attn: Mr. David Chang Re: Z4ALL Upright Load Tables APEX Upright Load Tables Dear Client: Bound herewith are load tables for Z-WALL and APEX Uprights used in Ready Metal display systems in Seismic Zones 2 and 4, along with a detailed record of the calculations. The Z-WALL tables may be found on pages 4 and 5 pertaining to Seismic Zones 2 and 4, 'respectively. Likewise,'the APEX tables may be found on pages 9 and 10. In each case, the tables have entries for 10, 12, and 14 foot high systems supported top and bottom, like partitions, by the surrounding building. Seismic Zone 2 refers to regions of moderate seismicity, Zone 4 to regions of very high seismicity. The tables indicate the loads that may be safely supported by the uprights. Eccentricity refers to the distance from the face of the Z-Upright to the center'of action of the applied load. Loads are tabulated for two eccentricities, 8" and 17". Interpolation is appropriate for intermediate eccentricities. _ Where the applied load is well and evenly dispersed, the uniform load marked''W' in the tables is appropriate. The concentrated load 'P' is a lower bound on the capacity governing a single load placed in an unfavorable location. Load 'P' may be used to quickly justify situations where the load is definitely not uniform. There are clearly many combinations of load placement and magnitude that fall between these two extremes, and in some cases a load greater than load 'P' can be allowed. If needed, these specific cases can be individually analysed when the appropriate entry does not appear in the tables. The tables pertain to the upright (stud -like) components only. It is contemplated that these stud -like components will be fitted with-Ready.Meta1 continuous runner channels at the top and bottom of the partition -like assembly. The uprights will be furnished with Ready Metal bridging in continuous horizontal rows, and with Ready Metal surfacing panels -You have informed us that the effectiveness of these accessories is well: known from ample experience and/or can be demonstrated by physical testing.- Consideration of the accessories used to deliver the loads to the uprights and their fastenings is not within the scope of this report. The horizontal reactions to be resisted by the building are given in the tables, but again, the accessories used to deliver the reactions 'to the building and consideration of the influence of the reactions upon the building are beyond the scope of this report. The section properties used in the analysis have been derived from information furnished by Ready Metal. It is assumed that the steel used in the fabrication of the components has the chemical and physical properties suitable for load -carrying members and a minimum yield strength Fy not less than 28,000 psi. Our analysis is based on widely accepted principles of mechanics and strength of materials in accordance with the SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS published by the American Iron and Steel Institute. The describing lateral force coefficients 'ZI and 'Cp' have been applied to the full dead and live load. The values of 'Z' and 'Cp' of used in the analysis are consistent with the UBC and BOCA model building codes. Very truly yours; v Thomas S. Dranger �OCJ 3 0 - Mg X3 ..... .... .... 0 0.1.77 .......... .... ...... -5 . Z?t4 ... .. ... ..... ......... = cct Fe" = -( o73 A.9�)t LU A, L L 4-1 130 q67q .. F�� = Cap l� ,,�. .. - . _ _. _...�_..__... ..:......:..____;. 0-,CT .3 0 1989 X 4 E=W6LL 9 93 . ........ .. 27, �20 F-n ... .. . .... . cl 3 SS5 - c 6 g, 83 ------------------- G,x = agw, 1 )FO lqq . . ... ......_..1�8 _:__`��f.?.`i -------�- a.�t-- �s — .---...1.,.�_I...__.__._._.__�3 - X5 - 0 LJYP T_-- ^�s ..GIIl1E PRVv(°U-SLY, - "rpa"AccocvA 1-11-jmr�At,vo... WAS 4 7.l 211 ...II I arc t� Iv, -Sly2S LoAh L 6..r--r A qsl aoac.t_A '12,5 47,3s 61 R v.X X69 ._,.�:-r..._= ((I �.x 2�.1 c.8�'�Z `.'-f- CoD,c� �� ��f `' -f- 9,Cv �-R-� 9�")/! �4 �� Lrz f Z-r /F V11616A 77V4 m -�3 7Sl AA P4b�lch nvc) 221-- �m A 5; F 416 Fy A C 7 7V-V �—CM 7 -70, u -5 -j�-A /0 (/o 0) 0, 70, . ....... i� 0 Fy. D=teOCT 3 0 1989 Page 0f X7 THE OFFICE OF T. S. DRANGER Chkd: Date Job No M o d u l a r H eight : 1 2 @ 1oDynamlc Uniform Lateral LDynamic Coefficient Cp= .3 Gravity Reactions: Rt=-19.2917 Rb= 19.2917 'Mb= 0 P=-318 Dynamic Reactions: Rt=-54.35 Rb=-41.05 Mb■ 0 SEGMENT GRAVITY LOADS i ECCENTRICITIES GRAVITY SEISMIC_ _COMBINED_ N Z F1 E1 F2 EZ F3 E3, V9 M'gt Mqb Vs Mst Msb Mt Mb Pg L (G (('YI N4 in� �, I Vg'tDAb -19 0 0- 5 4 0 0 0 0 0 11 12.00 3.5 0.00 0.0 0.00 0.0 0.0'0 -19 0 19 -53 0 53 0 73 4 11 11.00 7..0 0.00 0.0 0.00 0.0 0.00 -19 19 39 -51 53 105 73 143 11 10 10.00 7.0 0.00 0.0 0.00 0.0 0.00 -19 39 58 -49 105 154 143 211 18 9 9.00 7.0 0.00 0.0. 0.0 0.0 0.00 -17 58 77 -47 154 201 211 278 25 8 8.00 7.0 0.00 32.0 2.50 0. 0.00 -19 -3 16 -35 201 236 203 252 64 7 7.00 7.0 0.00 0.0 0.00 202.0 0.75 -17 -135 -116 27 236 209 371 324 273 6 6.00 7.0 0.00 0.0 0.00 .0 0.00 -19 -116 -96 29 209 179 324 275 280 5 5.00 7.0 0.00 0.0 0.00 0.0 0.00 -19 -96 -77 32 179 147 275 225 287 4 4.,00 7.0 0.00 0.0 0.00 0.0 0.00 -1'9 -77 -58 34 147 114 225 172 294 3 3.00 7.0 0.00 0.0 0.00 0.0 0.00 -19 -58 -39 36 114 76 172 116 301 2 2.00 7.0 0.00 0.0 0.00 0.0 0.00 -19 -39 -19 38 78 40 116 59 308 1 1.00• 7.0' '0.00 0.0 0.00 0.0 0.00 -19 -19 -0 40 40 0 59 0 315 0 0.00 3.5 0.00 0.0 0.00 0.0 0.00 -1'9, -0 0 41 0 0 0 0 318 SEELF WC-liHTT _SEGMENT_ PROPERTIES_ A PLIED_ EFFICIENCY w/ An 1/(1-P11.33Pe) for P/1.33Pe ).1: N Z Pa Pe Mr P` M P/1.33Pa +ARM/1.33Mr 12 12.00 1994 1994 292 9� 73 0,19 -- 11 11.00 1994 1974 292 It 143 0.37 ---- 10 10.00 1994 1994 292 18 211.: 0.5-5 ------ 9 9.00 1994 1994 292 25 278 0.72. ------- 8 8.00 : 1994 1994 292 64 252 0.67 ------- 7 7.00 ,: 1994 1994, 310 273 371 1.00 ---------+ 6 6.00 •: 1974 1994 310 280 324 0.89 --------- 5 5.00 '1994 1994 310 287 275 0.78 -------- 4 4.00 1994 1994 310 294 225 0.66 ------- 3 3.00 1994 1994 310 301 172 ; 0.53 ----- 2 2.00 1994 1994 310 308 116 0.40 ---- 1 1.00 1994 1994 310 315 59 : -0.26 --- A L / U5 L o Ab OF L9 OR I.3 u%rly E6:�:&xj7x1ciry 1414-Y /67 q Agar%6� rhsr Rt = -7y4z 7#-6s,!5' V Owes O,v 19,96, 6' 7 Bpi Datt�, 1989 Page;ui ofja THE OFFICE OF; T. S. DRANGER Chkd: Date. Job No Modular Height:, 12 B 1 = 12 it. Dynamic Uniform Lateral Load H= 0 plf. Dynamic Coefficient Cps .3 Gravity Reactions: Rts-34.4792 Rbs 34.9792 Mbs 0 Ps-569 Dynamic Reactions: Rts-64.3 Rbs-106.4 Mbs 0 &M SEGMENT GRAVITY LOADS i ECCENTRICITIES GRAVITY SEISMIC_ _COMBINED_ • N Z F1 E1 F2 E2 F3 E3 Vg Mgt Mgb Vs Mst Msb Mt Mb Pg S61:r IA�L-V A (i• ' U G Htluli Sf=1 f L wG LOAh -35 0 0 -64 0 0 0 0 0 12 12.00 3.5 0.00 0.0 0.00 0.0 0.00 --35 0 35 -63 0 63 0 98 4 11 11.00 7.0 0.00 O.D 0.00 0.0 0.00 -35 35 70 -61 63 124 98 194 11 '10 10.00 7.0 0.00 0.0 0.00 6.0 0.00 -35 70 105 -59 124 183 194 286 18 9 9.00 7.0 0.00 0.0 0.00 0.0 0.00 -35 105 140 -57 183 240 288 380 25 8 8.00 7.0 0.00 32.0 2.50 0.0 0.00 -35 60 95 -45 240 286 300 381 64 7 7.00 7.0 0.00 0.10 0.00 64.7 0.75 -35 46 61 -24 286 309 332 391 135 6 6.00 7.0 0.00 0.0 0.00 64.7 0.75 -35 33 68 -2 309 312 342 379 207 5 5.00 7.0 0.00 0.0 0.00 64.7 0.75 -35 19 54 19 312 292 331 347 279 4 4.00 7.0 0.00 0.0 0.00 64.7 0.75 -35 6 41 41 292 252 298 292 350 3 3.00 7.0 0.00 0.0 0.00 64.7 0.73 =35 -8 27 62 252 189 259 216 422 2 2.00 7.0 0.00 0.0 0.00 6-4.7 0.75 -35 -21 14 84 189 105 211 119 494 1 1.00 7.0 0.00 0.0 0.00 64.7 0.75 -35 -35 0 105 105 0 140 0 566 0 0.00 3.5 0.00 0.0 0.0-0 0.0 0.06 -35 0 0 106 0 0 0 0 569 SEGMENT_ PROPERTIES_ -APPLIED_': EFFICIENCY w-/ An 1/(1-P/1.33P-e) for P/1.33Pe ).15 N 2 Pa Pe. Mr P M P/1.33Pa +A*M/1.33Mr 12 12.00 1994 1994 '292 4 98 0.25 --- it 11.00 1994 1994 292 11 194 0.50 ----- 10 10.00 1994 1994 292 18 288 0.75-------- 9 9.00 1994 1994 292 25` 380 0.99---------+ 8 8.00 1974 1994 292 64 381 1.00---------+ 7 7.00 1994 1994 310 135 '39,1 1.00---------+ 6 6.00 1994 1994 310 207 377 1.00---------+ 5 5.00 1994 1974 310 279 347 0.95---------+ 4 4.00 1994 1994 310 350 29,8 0.85--------- 3 3.00 1994 1994 310 422 25-9 : 0.91--------- 2 2.00 1994 1994 310 494 211 0.81-------- 1 1.00 1994 1994 310 566 140 : 0.6-5------- W 10 AV RAY &' W1771/.V 7o Vs4cu4r' Wf5 c01-)s,&2 VA1'iv6iy Rezue-&b To kl - ya 9q ca, i,u Svh"I'WiS , 1,4114 o u Byi-.-- SD Date 10/30/89 x _ THE OFFICE OF T. S. DRANGER Page of Chkd: Date_ Job No Z-UPRIGHTS 12' high with two rows of horizontal bridging at 316 & 710 from bottom. E= 0.75' Z - D + Pa -------------- L ALONE ZCp= 0 Rt Rb ZONE 2 ZCp= 0.1125 Pa Rt Rb ZONE 4 ZCp= 0.3 Pa Rt Rb - 7' 340# 28 28 ---------------- 326# 56 48 - --- 202# 74 60 5 3 1 437 564 439 34 42 34 34 42 34 364 491 504 54 58 50 59 85 96 70 78 298 67 108 405 61 159# W 920 ----- 67# 67# - -------- 743# 93# 121# 429# 99# 141 E=-1.50' D + L MANE ZONE 2 ZCP= 0 ZCp= ,0.1125 Z Pa Rt Rb Pa Rt Rb T' - 227# -- 36 36 --------------- ,239# 61 55 5 272 42 42 307 68 72 3 285 44 44 297 61 76 1 220 36 36 270 51 16 W ( 462# 72# 72#1 457# 984 116# ----------------- ZONE 4 ZCp= 0.3 .Pa Rt Rb 151# 7-2 62 74 80 214 70 99 237 63 119 310# 101# 130# FROM p zZy% FoH f F- 51 --------------------------------►•c�•=-mac. ---- I Zr- LIS7-4066' 3.5' 3.5' 5.0' Z FRp� FGC�2. Fal= 4.30 Cb: 1 1 1.75 Pa= 1994# Fb: 13.69 13.69 12.86 ksi Pe= 1994# Mr: 310 310 292 ft# �~ F=ROK PA4&-S x2 4 X3 7HC G12GLEb UAL•U�5S 610V,4W 1HG AP' PLIC4T!'dv. Tf/6'y /`fPe;6"I►/Z /ill THL-'" G e?U7 IW L CoL v,y v 7 By:-jjb—Date 10/30/89 Chkd: Date THE OFFICE OF T. S. DRANGER Page of Job No x to 1: SEISMIC ZONE 4 LOAD PER Z-UPRIGHT assszaazazzzzz:azzzzzzzzzzzzzasasnzzszaaszasssssxasx�s=scsacasesccc 2: Height ftj 1010 1210 1410 3: Bridging, ftl 316, 710 + 316, 710 ' 316, 710, 1016 ---------------+-------- ---- ----+------ -------+---------------- 4: Rt, lb 165 101 74 5: --------------- Rb, lb ' ---------------- 190 141154 6: E, inj ------------- 8 1 17 8 �. 17 ---------------- 8 ! 17. -------- I --- 7: P, lbi 250 1 170 8: W, lbl 580 1 461 429 310 l 346 l 244 i NOTES: F/ZOH PQ(te 1. Zone 4 is associated with very high seismicity commonly characterized by the coefficient ZCp= 0.30. The tabulated loads are in addition to an allowance of 32 lbs for a lighting cornice located 8'0" from the floor and 7 plf full height for display surface Panels. Uprights are cold ,rolled steel with minimum yield strength of Fy= 28,000 psi. 2. Height: Distance from floor to the top of Z-upright. 3. Bridging: Location of horizontal bridging, measured from floor. 4. Rt: Reaction at top of each Z-upright to be resisted by properly designed connection to the building. 5. Rb: Reaction at bottom of each Z-uprignt to be resisted by properly designed connection to floor. - 6. E:- Eccentricity of supported live load, measured from face of Z-upright. 7. P: Allowable single concentrated live load placed in the display area within 710" of the floor. 8. W: Allowable uniformly distributed live load placed in the display area within 710" of -the floor. 5 Al B U I L D I N G P E R M I T PCR No: PCR94032 08/19/94 09:05 Project No: A9301848 Page I of 1 Development No: Job Address: 2561 EL CAMINO REAL Suite. 8283 08/19/94 0001 01 02 Permit Type: PLAN CHECK REVISION C-PRMT 109-00 Parcel No: 156-301-09-00 Lot#: Valuation: 0 Construction Type: VN Occupancy Group: Reference#: CB931296 Status: ISSUED Description: RESTROOM REVISION REV #4 Applied: 07/29/94 Apr/Issue: 08/19/94 Appl/Ownr : ALZATE, CAESAR 115 S. OLIVE ORANGE CA. 92666 Entered By: TP 714-639-"7252 Fees Requited 1/,F6esoCollec --- ------- ----------- Fees: 1 00- T Total al Adjustments: Zedi� Total Fees: 09 0-0 To '7-11: P�ame,rP' �Ialan-ce, Fee description --Un- #s e -------------------- F -' Plan Check Revision Fel. ted & Credits --------------------- .00 .00 10 9.00 )nOit\ Ext fee Data Z-- i ---------------- :::--1 1 109.00 FINAL APPROVAL INSP. , DATE CLEARANCE CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 cw W ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560.1468. DATE'. g S- �. �' [] APP LET-_ , JURISDICTIO JURISDICTION: PLAN CHECKE _ FILE COPY PLAN CHECK NO: ?3-1 Z-ct& eW, t- 4 SET_ : UPS. {DESIGNER PROJECT ADDRESS: PROJECT NAME: The plans transmitted herewith have been corrected where LL(necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply ❑ with the"jurisdiction's building codes when.minor deficien- cies identified are resolved and. checked by building department staff. The plans transmitted herewith have significant deficiencies ❑ identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. r The check list transmitted herewith is for your information. LJ The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. llThe applicant's copy of the check list is enclosed for the .jurisdiction to return to the applicant contact person. -The applicant's copy of the, check list has been sent to: Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone # REMARKS: By f9-5G- POLL EW-6- Enclosures: ESGIL CORPORATION g-l--9q- ❑ GA 0 CM 0 PC 15ate:% Jurisdiction: C LS Prepared by: fi-15 er' VALUATION AND PLAN CHECK FEE PLAN CHECK NO. V - BUILDING ADDRESS LZ- C'e97kfI6tlo la-&-14-C O Bldg. Dept. O Esgil APPLICANT/CONTACT C'&'54-f2-' AL4Wr"- PHONE NO. &1�) e"39 — Zs-z, BUILDING OCCUPANCY 2 DESIGNER PHONE TYPE OF CONSTRUCTION CONTRACTOR PHONE BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE ACV t s 10 0 4f- 4, To ttf r ED ve-D .9g-r cow ob cv I s l 1v 5 , Air Conditioning Commercial @ Residential @ Res. or Comm. Fire -Sprinklers @ Total Value Building -Permit Fee $ $ Plan Check Fee $ Z- $ COMMENTS: c:%general\valuatn.aht SHEET 1 0 F_L- 3/ 9 4 BUILD I N G P E R M I T PCR No: PCR94035 09/12/94 11:52 Project No: A9301848 Page 1 of I Development No: Job Address: 2561 EL CAMINO REAL suite: Permit Type: PLAN CHECK REVISION Parcel No: 156-301-09-00 Lot#:, Valuation: 0 8590 09/12/94 0001 01 02 Construction Type: NEW Occupancy Group: Reference#: CB931296 StatkT-MISSUED109-00 Description: CHANGE GUARD RAIL TO GLASS A 08/22/94 RAIL REVISION #6 Apr/Issue: 09/12/94 Appl/Ownr : ALZATE, CAESAR 115 S. OLIVE ORANGE CA. 92666 Entered By: TP -714-639-'117252 Fees Required C /g�ees'(-Colley --------------------------- ---------- Fees: 10/, �. 0, 0 �JT Adjustments: Tot C-red Total Fees: 0 9�::0'0�' /M TOPay en;�. 6"ta\,l Balan e D Fee descri tion -------------------- Plan Check Revision Fe 09 INCORPORATED 1952 'Q� ed & Credits ----- ---- -------- - 00 .00 109.00 un,lt-\ Ext fee Data --------------- 109.00 FINAL APPROVAL DATE CLEARANCE CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560.1468 DATE: JURISDICTION: CL TO OF- C�IeG S !3 A-D PLAN CHECK NO: `�°�." Z`� ��� SET: -�- PROJECT ADDRESS: �-S�+! GL� CNlr/tiJrJ I�GL PROJECT NAME: L, - 7 9 fC S APPLI ANT UR _SD ICTjT1U PLAN CHECKER FILE COPY UPS DESIGNER The plans transmitted herewith have been corrected where 122-0 necessary and substantially comply with the Jurisdiction's building codes. The plans transmitted herewith will substantially comply ❑ .with the jurisdiction's building codes when minor deficien- cies identified are resolved and .checked by building department staff. The -plans transmitted herewith have significant deficiencies ❑ identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ❑The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. ❑The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. ❑ The applicant's copy of the check list has been sent to: Esgil staff did not advise the applicant contact person that plan check has been completed. ❑ Esgil staff did advise applicant that the plan check has been completed. Person contacted:_ Date contacted: Telephone # ❑ REMARKS: By:' "e- PV L ( e-N-Tf Enclosures: ESGIL CORPORATION g Z-3-9 V ❑ GA ❑ cm 13 PC Date: Jurisdiction: O-AL9 69-2 Prepared by: VALUATION AND PLAN CHECK FEE PLAN CHECK NO. '71 — /224' /z6n/ 0-& BUILDING ADDRESS 2-S& l 42L C'eM1 /`-V O Bldg. Dept. O Esgil APPLICANT/CONTACT C4-0S;4F- )9t-9-'t?C-- PHONE NO. 7/a — 6 -3�F - % ZS-2' BUILDING OCCUPANCY .75' Z DESIGNER PHONE TYPE OF CONSTRUCTION CONTRACTOR PHONE BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE r S 1 V /✓ A-fO' . t �R-< f� Air Conditioning Commercial @ Residential @ Res. or Comm. Fire Sprinklers @ Total Value Building Permit Fee $ $ Plan Check Fee $�� . ( �� ' �-� x ' �' $ COMMENTS: c:\general\valuatn.sht SHEET_ 1 0E-)—_ 3/94 1:3 U7 n Tj C T TJ n,^- T, C s L C *U"Tj'Nrr JE (:)OTq-"3 1-- 01 1R. SEARS C-- 14- YZ T-.. -4Zlx 1B 1-v ID MEMC>1DIEE. or C,- '\- i:z -f-, :—:> T-1 "S' -D , C -A. T-, -r- I P- C3 J:ZW = AL -T C) T3 INT C> 'Nr 0 2 0 4 2 '^' ifi- C; T-f s> --P T 6, JL 99 4 ov sl 0. 2989 LU xp. 3-31-96 tic eOF C ZRZ JOHNSON Hr NIELSEN ASSOCIATES 18009 SKYPARK CIRCLE, SUITE L IRVINE, CALIFORNIA 92714 PHONE 714-261-1495 FAX 71.4-261-2307 jOHNSQN I CIONS fNG- S�RU�TURALI NIEL'SEN IJO'-1 ASSOCIATES ENGINEERS 12 -- I_-10009_S4parklCircli_Suit -LJ in ry ,." 92714 (AQ 261.1495Nii I: — - - ISH-- i .. -_y- I I , I 61 i I Cl - -- 1 - - i - - - 2,1 i -� -- --- -- 4 1- ----- - - rLA I i I r I -- -- �.�\ -��•_L$.! _ � _ I yl i � I t � i �'�- � � j -..• � 1 � i �' I I t/ �{- I -, -� - -- r �._ 211 It I 1 '• i + .. 1' •' I ' I I ! I ! I I I I I I I 1 I I { ` { { '� Jos No JOHNSON & 'NIELSEN ASSOCIATES BY r CONSULTING STRUCTURAL ENGINEERS 18009 Skypark Circle, Suite L,'Irvine, CA 92714 (714) 261-1495 ATE SH. OF lE:W 14x22 _t CF) W,14?el2- is I W7-7x9+ C�� � Joe No JOHNSON & NIELSEN- ASSOCIATES CONSULTING STRUCTURAL ENGINEERS '���� sAP By 18009'Skypark Circle, Suite L, Irvine; CA 92714 (714) 261-1495 ATE CJH OF r-*1 J :•€_ r 'TV' KZA '� - ,.w -ter- .�.+ ; ..•.- �� �` A O r.-^.'n; �":r �.,�, �,.• _��x»:-c-j .. rij: +'A= 1,_ _�', *, �y.;... ...�„Y�r�v. ,r •`�,w....,.�-. - i .'� _ S -.-:�. ki L, �-�+i '..3- � } ( � 'l' ,.t:-'�.L•:i��: •�:i. ��: '„j ''�� CE 7` ILL+ Jos No JOHNSON & NIELSEN ASSOCIATES �f 1� s� CONSULTING STRUCTURAL ENGINEERS 18009 Skypark Circle, Suite I., Irvine, CA 92714 (714) 261-1495 DATE SH. OF Joe No r CONSULTING STRUCTURAL ENGINEERS By laoo9 Skypark Circle, Suite I., Irvine, CA 92714 (714) 261-1495 DATE SH. OF � tt _ f 9 W A Jos No" J-N'JOHNSON & NIELSEN ASSOCIATES CONSULTING STRUCTURAL ENGINEERS By 18009 Skypafk Circle, Suite L, Irvine, CA 92714 (714) 261-1495 DATE SH OF T-1 1 11 11 Y4 4 0 ATTACHMENT I TEST RESULTS FOR HORIZONTAL LOADING OF 1/2" THICK GLASS RAIL -------------- PITTSBURGH TESTING LABORATORY [STADLISFIEO ;silt .bJTTSSURGH, PA. AS A MUTUAL PROTCCTION-TO CLIENTB. TIIC PUIlLIC AND OUR9CI.VES, All REPORTS AMC lUDMITTCD All TIIC CONFIDENTIAL PROPERTY OF CLIKHTB. AND AUTIIORIT.ATION FOR PUBLICATION OF STATCMCNTB. CONCLUSIONS OR EXTRACT. FROM OR REGARDING OUR REPORTS iS RESERVED PPHUINO OUR WRITTEN APPROVAL. LABORATORY t•(U. 655715 curt-peted 0/l/67 May 27; 1967 ORDER NO. jT(;-19491 cuENt•G No. 11 E P O R T Report oC: 'Pests of rompered Rail Glass, P.(;-2UU Report to: I3lumcrAft (if Pittsburgh 460 Melvood Avenue Pittsburgh, renrisylvania 1.5218 I t+ .. U. J: llorgta.tt delivered to our l.gixiratory five (5) glass pniie lm , I.' wiAe and 4' ttigh, for fond doijecti.on tests. The pnntls Here tented "while vet tir_a'1 in a floor mount submitted by ttr. Horgan. Vie loadi were Applied itt heights of 30", 36", 43-7/16'' MI(t 47-7/16". At cacti height the following toads were npp.l.led: 20 ► 3-5; 50, 75 rind 100 pounds ,her• Ilnear fact: !:nmple ail was tested to failure stod Sample #2 wails tested with sti-nin Gages lyl and #2 oeto mounted 1/4" above the float noutit. cag-en #3 and #4 wera motin.ted 24" nbovo the iloat Mount. GagcFt 05 And #6 uore mouthed V* Ibelow the bottom of the handrail. Uage8 # J , -P 1 And #5 Were wounted. -on' oni sido-of the glitss: Vages 021 04 and #6 were mounted directly oppbsitd t►tt the other side of the glass. The tollowitig datti. ciao tecozded;. Height r . 30 36 43 - 7L16" _ 4 7 _7L16' sample lei►anti f:icatiott Load Del lettioti (,Lass 1 20 .279 35 .322 =->- 50 .461 73 :71.7 100 1.U98 120 - 140 - 160 - 180 200, - 220 pige 1 .31.7 .55U " .700, .560 .992 1.250 .813 1.4�+Q 1.720 1.182 2:160 2.610 1-. 685 2.915 3..650 - -- 4.480 - - 4.890 - - 6.210 - - 6.800 _ - 7.400 G1f►es broken 10.200 D a• - r l I .7 w u "k2 " I G.o 1 11,4 La•'1,L7 V l.,uA I v (z I t�TAeR1iHiD f��f ' pitt513'UhGki 1a. As A MUTUAL PROTECTION TO CLISNT%. 'IHC PUOLIC AND OURe[LYEi. ALL REPORTS ARE SUSMITTEO An THE CONFIDENTIAL PROPERTY QP. CLIENTS. AND, AUTHORISATION FOR PUBLICATION OF 4TATEN tMtS. CONCLUSIONS OR RXTRACTS FROM OR REGARDING OUR REPORTS 1S REiERVED PENDING OUR WRITTEN APPROVAL., LABORAtORY NO.655715 correct(W.6/1/.67 'RAY 216 Igo. �.. ORDER NO. -19491 CLIENT•$' No. a P O R T. 3o'l 36" 4.3-7116" 47-1 / 16" 5eaiple . Identification tbid Uafleation Gliii. 11 20. :170 JI-0 :540 .680 35 .340 .570 1..000 1.220 50. .500 A30 L420 1.75r) 15 .770 1.260 2:150 2.480 100 1:050 L700 2.300 3.490 Glee 111 20 A70 J50 .600 .700 35 J30 :620 1.070 1.200 • 50 .500 • .900 L 520 1.75u 75 .780 1.350 2.300 2.610 100 . 1.090 1.820 3.100 3 , 600- Gla-se 1V 20 .175 .370 .475 35 .320 .620 .820 50 .480. .900. 1.200 75 .160 L370 L800 100 1.080 1.850 2.400 Glass V 20 .2oo J 70 .0450 35 J30 .620 .800 50 .510 6900 1.200 15 .800 1;350 1.820 100 1.075 1.820 2.450 ' P'ITTSE3MIGM `r' 3TINGi LA130RATORY A !lTA 6LIfHfO tail 0it-rs 3UhdM, PA. AS A, MUTUAL ►ROTKCTION TO CUKNTl, THE PUBLIC AND OURtELVES, ALL REPORTS ARK SUBMITTED AS THK CONFIDENTIAL PROPERTY OF -CLIENTS. AND AUTHORIZATION FOR PUBLICATION OF 4T/1TKMENTSs CONCLUSIONS OR EXTRACTS FROM OR RKCARDINO OUR IIKPORiS 1/ RKSERVKO ►ENDINA OUR WhITTEN APPROVAL. Ccjrr-eet ti d 611/67 MAy 1 LAE30RATORY NO. 655715 ��; �9�ORDER NO. FAG=19491 CL.I(F.NI'S NO. Load p- 20 5 r-S() r-15 GLASS UST x __-,_ Strain in. Micro- Inches _ Si:rain GARe Ho: L=3ol` L-3611 L-43-7 16" _ L-47-7 16" 1 2. 3 4 5 6 . 1 2 3 4 5 6 1 2 3, 4 5 6 1 2 3 4 5 6 po-1ou 1 2 3 4 5 6 ..+- - TPhsipn ' CatnprdiAfon 3-diftt va 105 + 25 - 35 - 10 10 + 19o. = 190 + 50 - 45 - 15 - 10 + 275 - 215 + - i0 75 20 . . - 15 - 4*00 - 400 1- too Lou - 15 - 1S. ... + 550 - 560 + 140 • 145 - 15 15 +.130 135 -+- 55 55 + 230 - 235 -+- 95 - 95 4- 330 - 340 + '135 - 135 + 510 - $15 205 205 + 680 - 685 + 260 - 270 -4- 160 - 160 + 85 - 85 + 285 - 280 + 135 - 150 + 405 410 �- 210 - 213 + 620 - 620 4- 305 - 320 + 830 - 830 + 405 - 420 - + 180 •- 175 4- 100 - 100 + 1.0 to 310 - 310 +- 175 - 180 + 15 - 10 + 455 - 440 +- 255 - 250 + 20 15 + 685 670 ► 370 - 315 + 25 - 25 + 915 - 905 + 485 490 + 35 - 30 piT' TS OURGH x,,E� G �#URATORY Ear . Gdt ag a1r f{anager physic4k•1 Toitina Department . . The maximum recommended working temperature is 5500 F. Herculite is, of course, incombustible but it is not considered and effective fire barrier and has no Underwriter's rating. For a Herculite supported railing, with load applied horizontally at the railing top, the average load per lineal foot of Herculite re- quired to cause breakage = 48,000t2/H wh'e're t = thickness of Herculite in inches and H = height of rail above bottom glass clamp. Thus for -a 36" high railing, the average.' bre.aki ng '1 oa'd woul d' be ' about 330 pounds per lineal foot. Page 4 L1MJV 1 re FRIGTioN . STR,�►/N I I I � . I WOOD TO O, R/p I L J STRA/N 4'Ay E=-I 1 MO✓ASLE A*VM ` v v hlk4 vY .! "�T//X. N�'vL/TE � PREss cot uNiN I ;�il{MCR. AFT z �80GT w/NvT R�-2 0 S7. EEL ,f-'LATE .L O,q ja 7"-E's' T EcQ V JIOMEHT r Page 5 #3 ;#A i►!jH! H TR$TING LABORATORY ' I'db, No, 655115 961 gsiti Gi1legher, Manager Phybiedi UNEing Depart. 0 9e 6 I .' ` i4. Q(' s „yst•'e - FOAM ;0, — ACV P, ITTS bURGH' TESTING LABORATORY- n. to - Ef TABLISHED tool 850 POPLAR STREET, PITTSBURGH, PA. i5220 PLEASE REPLY TO; + P. O. BOX 1646 AS A MUTUAL'PROTECTION TO CLIENTS, THE PUBLIC AND OUI%SCLVES, ALL REPORTS PITTSBURGH, PA. 15, ARE SUBMITTED AS THE CONFIDENTIAL PRO/'F.RTY OF CLIENTS, ANO AUTHORIZATION 1 fFRS AHD FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR [%TRACTS 1-ROM OR REGARDING OUR REPORTS is RESERVED PENDING OUR WRITTEN APPROVAL. AREA CODE 412 TELEPHONE 9.22-4000 LABORATORY No. 735160.. CLIENT'S No. ORDER No.- PC- 194 91 REPORT Date ; 3-7-73 Report of ; Tests of 1/2" Thick Tempered Glass Rail, RG-200 Report to : Blumcraft of Pittsburgh 460 Melwood Avenue Pittsburgh; -Pennsylvania. Two (2) glass panels, one foot (1-1) wide by four feet (41) high, were tested at Blumcraft of Pittsburgh under the supervi.sion of PITTSBURGH TESTING LABORATORY Personnel Mr. Jay Prestera and Mr. Frank Pit. The panels were 't-este' d while :In vertical poSit Lon simulating actual use condition. Loads were applied simultaneously in vertical (lateral) and horizontal -directions I.n three (3) load stages: These stages; design Load, 150% of design loan; and, 25.0% of design toad 'wetre .preceded' and i otloiaed by periods of ` zero load at which readings were also taken. Twelve (12) strain gages were placed as sh-own on enclosure #1 on each panel.. Mounting and i:eadIng of gages was performed by PITTSBURGH TESTING TABUZATORY personnel. . 11 that :indicator was placed at top to measure deflection of rail. Loads were applied by.mea.ns of weig-bts suspended on supports: (See enclosure.#2) THIS LABORATORY TEST REPO-R.T AND •CALC0L•A•T'IO-NS HAVE BEEN CHECKED AND VERIFIED 'BY REGISTERED ENGINEERS IN TH•E STATES OF..,; ,NEW YORK AND CALIFO'RWIA. REFER TO Page '1—A i PAGE �. PITTSBURGH TESTING LABORATORY ESTABLISHED 1001 ' �o < 85o POPLAR STREET, PITTSBURGH, PA. i5220 PLEASE REPLY TO: P. o. BOX 1646 `y AS A MUTUAL PROTECTION TO CLIENTS, THE. PUIILIC AND OURStLVES. ALL REPORTS PITTSBURGH, PA. 15230 �.y 4 ffRs, AHD H1 r� �` LY ARE SUBMITTED AS THE CONFIDCN7IAL PROI'ERTY OF CLIENTS. AND AUTHORIZATION FOR PULLICATION OF kTAT'EMI:H7!';, CONCLUSIONR OR C%IRAC7S FROM OR IICGAROIHG • _ OUR•REPORTS 12 NESERVCD PCNOING OUR WIIITII:N APPROVAL. LABORATORY No. 735160 AREA CODE 412 TELFPHONF 922.4000 CLIENT'S No. ORDER No. PG-19491 REPORT Date: 3-7-73 TESTING PROCEP.UPE : Design Load: .50 PLF Lateral Load 100 PLF Vertical Load 1.50% of Design Load: 7,5 PLF Lateral Load 150:. PLV Ve'r6lcal Load 250% of Design Load: 125 PLF Lateral Load 250 PLr. Vertical Load Step r l - Take read.i.nps at 'zero load 42 - Talce read l.ngs at' design,-- load #3 - Take readings at zero load #4 - Take readings at i5.0% design load #5 - Tale readings at zero load #6 - Take readings at 250% design load #7 Take readings at zero load The following data.was recorded for the two panels: DEFLECTION• READING: panel,No 1 Zero Load . Des•i'n Load Zero Load 150% Design Load Zero Load 250% Design Load Zero Load 0.000 In. 1.295 O:O18 2.280 0.025 4.1-16 0.032 Page 2 -A Panel No. 2 0.000 In. 1.775 0.011 2.756 0.013 4.862 0.031, ;�$IING . • JQV�;j.a . IAy ,' 6 CLIENT'S No. I-0-M 407 nE PITT-S8URG1, ..TESTING LABORATORY - ESTARLISHEO toot PLEASE REPLY 850 POPLAR STREET, PIT•T'SBURGN-, -PA. t5220 P. o. BOX 1646 AS A MUTUAL PROTECTION TO CLIENTS, T►IE PUVLIC AND OURSCt.VES, ALL REPORTS PITTSBURGH. P ARE SUCMITTEO AS THE CONFIDENTIAL rRovERtY OF CLIENTS, AND AUTHORIZATION FOR PUCLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS 16 RESERVED PENDING OUR WRITTEN APPROVAL. LABORATORY No. 735160 AREA CODE d12 TELEPHONE 922-4000 ORDER No. PG- t9491 REPORT Date: 3-7-73 LTRA IN -CAGE READINGS! (In Micro -Inches) Panel No. 1 Step No. 1 2 3 4 5 Gage No. 1 .0 +20 •+5 +65 -5 2.. 0 +205 .+5. •+-365. +5 3 0 +210• +10 +370 0 4 0 +390 0 +635 0 .5 0 +375 +5 +6.20 +5 6 0 +370 0 +650 0 7 0 -20 0 - 60 0 8 0 -205 -5 -365 +5 9 0 Gage not operating 10 0 -350 0 -600 0 11 - 0 -365 '-5 -635 -5 12 0.-360- -10 -610 0 + Tension' ension' - Compression Page 3 -A . 6 +14 5 +675, +670 +1110 +1125 +1140 -90 +175 -1040 -1125 -1050 ZESTIH�� FORM 407 RCV.•PC PITTSBURGH TBSTING LABORATORY - D N • O < ESTADLISHED loot 850 POPLArl STkEET, PITTSBIJilGH, PA. 15220 PLEASE REPLY TO: t AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES. ALL REPORTS P. o. Box 1646 PITTSBURGH, PA. 152 G ,yffRS ANO ARC . CLIENTS, AND FOR Pu 3LICAT TTED ON OF STATEMENTS, CONCLUSIONS ORAS THE CONFIVCHTIAL PnopFRIVF EXTRACTS FROMAIZATION ORIf REGARDING OUR OUR REPORTS IS RESERVED PENDING OUR WRITTEN A/PROVAL. LA130RATORY No. 735160 AREA CODE 412 TELEPHONE 922.4000 CLIENT'S No. ORDER No. PC-19491 REPORT Date: 3-7-73 - STRAIN CAGE READINGS: (In Micro -Inches) Panel :No. 2 • Step No. 1 .2 3 4 5 6 7 Gage No. 1 0 +60 +10 +90 0 +140 0 2 0 +270. 0 +410 0 +710 0 3 0 +270 0 +400 0 +710 0 '4 '0 +540' +40 +810' +50' +150 -900 5 0 +380 0 +640 -10 +1190 -10 -6 0 +220 . -490 , -1-0 - 660 +140 460 7 0 -60 0 -90 0 -1.50 0 8 . ' 0, ;-280 0 .-430 0 -750 0 9 0 -320 :0 -470 0 -790 0 :10 0 -560 -80 -840 -100 -1490 -100 11 0 -4-60, -10 -690 -10 -1230 -10 12 0 -440 +40 -690 +60 -t120 +60 + Tension ' Compression Page 4 -A , SUNG, - FORM 407 Rr,v .• '"'� PITTSBURGH- TESTING LABORATORY - ` a i .7 0 csrARLISNEO toot PLEASE REPLY TOs 850 POPL,AW STREET, PITTSBURGH, PA. 15220 P. o. Box teas �r°`(yy AS A MUTUAL PROTECTION TO CLIENTS, TILE PUBLIC AND OURSELVES. ALL REPORTS PITTSBURGH, PA. 1 �yfEc as'�.��! FOR PUBLICATION OP STATEMCNTS.TCONCLUS OS EXTRACTS NOR FROM OR I EGARDINC SOnIZATION AND OUR REPORTS 19 RESERVED PENDING OU14 WRITTEN APPROVAL. LABORATORY No. 735160 AREA CODE 412 TELEPHONE 922-4000 CLIENT'S No. ORDER No. PG- 19491 REPORT Date: 3-7-73 4 TESTED STRES-S VALUES: (At position 1 l..nch above base) Panel'No. 1 Panel No. 2 Zero ,Load 0 psi 0 psi Design Toad 3970 psi 3990 psi Zero •Load 0 psi 0 ps I 150% Design Load 666.8 psi 7770 psi Zero Toad 0 psi 0 psi 250% Design Load 11812 psl 11728 psi Zero Load 0 psi 0 psi Following all ,tests there were no cracks, strain indications or other visible signs of failure. Page 5--A t7 PITTSBURGH TESTING, LABORATORY r � � O - ' " ""CSTAOLISlICD 11101 850 POPLAR.STREET, PITTSBURGH, PA. 15220 a �yC fr tr a`�`y`V7 Ai A MUTUAL PROTECTION TO CLICN7S, 7HF, PIIRLIC AND PUIt5Ct.VCS. ALL nCPOR1S 'ARC 5OOMI1TCO-AS THC CONFIOCN,TIAI. PROPCRr IY OCI•tl_N7S, ANO AUTHOIt1ZATION ffRSANO�root PUVOCAT1ON Or UiATCMCNTS, CONCLUSIONS Olt EXTRACT!*. rnOM OR 11EGARUING OUR REPORTS is ImsuiVE0 i•ENUING OUR WIt1T(1•1,1 APPROVAL. FORM 407 nr.v .PQ PLEASE REPLY To! P. O. BOX 1646 PITTSBURGH, PA. 15; LABORATORY No. 7351.60 ARkA C00E,412 TELEPHONE 1122-4000 CLIENT'S No. ORDER No. PG-19'{91 REPORT Date: 3-7-73 (7,ALC'ULATI:P. DATI-1) ub,ject : Ftrenl;th a-nd deflectl on ca lculat ions for Rlumcraft RG-200 '!-Inch thlcl; tempered f; l.'ass rail. Reference: J). New York IBuildIng Taws - 1972 Manual-; Volume 2' 2) PPG :Industries TFIt- t0l , ";'tructural Handbook for Glass ." I)F,Frj,iT7'1'-CCN C_F 11AIT, -SYSTI;AI The BIumcra f t Ito-2.00 lZa.l 1 I ng System cons.1 s is of a 'Z-:inch th i.c': tempered glass panel i with the bottom ed ;e cemented i n an aluminum channel. The channel Is bolted directly into the building structure with i-.Inch bolts 12" on center. The hand tail•_assembly Ss- bonded and rat?chan.ically connected to the top edge of the glass: The loads applied to the handrall are carried by the Blass panel: acting as a cantetever beam with Its, lover edge fixed in the channel., wlll.ch is also fixed by the anchor bol tt . 2. It",01UNI.I) DT:STGN L(INDF TUT LOADS AND DFFT,,uTICH RrrcMIZY The. £olloc•A.n1; loads are s-pec-i.f Led. in 1Zeference (1) ; Paragraphs C26-902.3 (b) and C26-1002.4 (a) and (b) .T,oad on Rail: Design*, Test Toads T,ond w/o damage w/o colla.pse`.. (p1> } (pl: f) (pli) Lateral 50 75 125 Vert t.cal 100 150 250 These are the des l*n � 1ve loci Is spec t f.ied [or rai tin€;s . There are no dead loads actl.n'g on the rail system. Page 6 -A F �ZE5TINg4 `Ity�Q��y q�p� PITTSBURGH TESTING LABORATORY FORM A07 Rtv .n0 • h O ESTABLISHED tool s , < 850 POPLAh STREET, PITTSBURGH,*PA. 15220 PLEASE REPLY TO: P. O. DOX 1646 C ,� 14• y �yffq pf(, AS 'A MUTUAL PROTECTION TO CLIENTS. TNe PUULIC AND OURSELVES. ALL REPORTS ARC SUDMITTrD AS THIC F PITTSDURGH. PA. 152 AND FOR PUOLICAT ON OF STATEMENTS. CONCLUSIONS IONS ORI XiR CT9 FROH On nEGAROIN¢ ouR REPORTS IS RESERVED PENDING OUR WIIITTF.N APPROVAL. LAE30RAT014Y No. 735160 AREA CODE 412 TELEPHONE 922-4000 CLIENT'S No. ORDEF2 No. PC-19491 Date : 3-7-73 Deflection: Reference (1), Par. C26-1002.4,(c) states that after application of 150 percent of the design load; recovery from deflection shall be at least 75-percent of -the deflect Con at load. 3. CALCU ATION OF GLASS STRESSES" AND RAIL DEFLECTION A 12-inch long section of the fail will be tested, and for convenience, these calculations will. be based on a 12-inch length. Section proper tles of glass (12" wide, z" thick) 1 = bt3 = _(12) (0:5) 3 >= 0.125 in.4 12 12 .Section modulus - 1/t/ 0.125 = 0.50 In.3 2 . , .25 a. Moments due to lateral loadonlyt Pl lateral load 50 lb/ft. x 1 ft. 50 lb. (desig P1 x, 150 percent = 75 lb. Pl . x 25.0 percent .,._ = 125 lb. H = 48-48 h 48475 - 3.375 + 45.375" Ml P1 x h = 50 x 45.375 = 2269 lb -inches M1 x 150 percent = 3403 " MI x 250 percent = 5672 " " b. Deflection due to lateral load: D = pl3 , 13 48.753" 3.0895 x 10-2 = .0309 3rT 3ET 3 (".107). (.125) D = .0309 x 50 = to *55". ,for design load _ .0309 x 75 = 2.32" for 150 percent design load = .0309 x .125 3_. 86" . fbr .250.- percent design load Page 7 -A If kli. V PillSS NM A GTESTING .TES LA' KA, TO'S C, i t:$TAnLI0ir.6 .,itivi di E 1: i, s 13 1 850 PIJOPLAti §T' Plit p-4 ... . 1 p; k;,.,. -� � - , 2 210 As A mumA rnO.TCCTl6i4 TO �:.1647e' lior i-Unt,tc A N L " 114: " - ;Ii6-vri. , 6 AMC SU111411111-01 Ml TIIC C§41.101i4 V, 11AU .11110111:1(TY Pr cQkfin- Af4b A07NOrtlj.Ai 09 , J? FOIll PUCLICAijoj4 ()I tjyjjt.Mj;j4jf..,CUNr AN -v Olt LXIPACT4 I FIOM Ouh hcir6iTi aul, Wt - 111fiCH APPhdVA 4 JAI, p4yy w,. Ukht S; f&%. k", PIP .4 i, pif -'Add itona A.7 -ia 5. 0 0: ,et-k, esigm, I 0 :j5 -A 00',` pet�d 250 x 3 2 50 Oer c e ii t 6 E.''. t "e I Total ni on le and' bending S** Lrcsg dE 4 1 x! %4 Con'dffl�i- '- AR slgHAM 1. 1, y K be I•in 507. p"l;i A 5 6 7 2 965 e s j 6.6 8" '2 5 7 0 U' 6 6 j T! Q V.. i4 ql: -A IW PITTSBURGHr I. I I 1A �6•k.? fit.' i-II 13, All PA it j': . J "A riq •!S dj:h t I T. a 0. -!v 14 It N 1w fl— J.- 4� 6 -and Ltx, • M� ii iv kir Civil En n, eeri) p j E DistrictAs�i scant Mqhage3\rN\lf14 San krcjhdjsc6 District Office c A! -3-L. C I I 'fiE ew,.,Y IN VVG Alto, UL rILLSDUrgp *7 i t A Pittsburgh Testing Laboratory PG-10491 Litb No: 735160 "Page 9-A • i . 131um`cr<zft of Pittsburgh �7 Pittsburgh Testjng, Laboratory Lab No. SLUN1CR.pP'T Pp,-IV491 735160 ��-ZG�O f�LtJMINV►•rl Bps_ E FULL TlZar •Page � 10 -A Y TEST Rigc k F•IZ�M� B,9LL R£f,RINyS To f:L•1MMMIM- fRICTMON PULLEY �-6�bIA. PULLFy . MNDRAIL C33 D�FLECTIOIq RO nS STRUM GAGE y2"TEMPEREP---- GL46S 00 - -- ! HORIZON TA L ' Lopo i STRAIN q44 E— : ►� .. t • �--BLUM�RAFT RCi -20� ZvaRTlC,41---Lo,,qD— VVITHANCNORE-D Page 11_q Two �/2" oi%I. �30t-rS z -71 ATTACHMENT 3 DESIGN CALCULATIONS FOR BLUMCRAFT GLASS RAILING SYSTEM (1/2" THICK..AND •3/4" .THICK GLASS) _ x h/71- CiUistN CALCULATIONS OF GLASS STRESSES AND DEFLECTION For all types of free-standing tempered glass railings without posts* (1/2" and 3/4" thick glass) Design loads are 50#/ft. lateral loads and 100#/ft. vertical loading. Stres-ses and deflections will -be based on ,a 4-2 i-n: high flAss rail, cantilevered about the;base. No credit Will be taken for the added staffness.of the base. Rail stresses and deflections are;ca1culated for combined lateral and vertical loading for 100%, 150% and 250% of design loads. In addiltion, calculations are furnished for max�i'mum lateral loading for maximum glass stress of 17000 psi. I. SECTION PROPERTIES Minimum class- thickness is 1/32" below nominal t = .469 in. For 1/2" glass .715 in. For 3/4" glass. I = bt3/12 = (12 in./ft.)(.469 in.)3 = .1032 in4/ft.. for 1/2" glass _ (12 in./ft.)(.719 in.)3 = .3717 in4/ft. for 3/4" class 12 Z = bt2 = (12 in./ft.)(.469 in)2 = .4399 in3/ft. for 1/2" glass 6. 6 = (12 in.ft..)(.719 in)2 = 1.034 in3/ft. for 3/4" glass 6 II. LATERAL LOADING ° Design load = 50#/ft. 150% design load = 75#/ft. 250.% design -load. = .125#/ft-.- Moments due to lateral loads M = F1 = (50#/ft.)(42 in.) = 2100 in-#/ft. Design load = (75#/ft.)(42 in.) = 3150 in-4/ft. 150% design load =-(125#/ft)(42 in.) = 5250 in-#/ft. 250% design load Stresses due to lateral loads - 1/2" qlass cr = M/Z = (2100 in-#/ft./(.4399 in3/ft.) = 4774 psi design load = (3150 in-#/ft)/(.4399 in3/ft.) = 7161.psi 150% design load = (5.250 in4/ft)/(.4399 in3/ft.) = 11,934 psi 250% design load *These types include-Blumcraft numbers RG-100, RG-100S, RG-200 and RG-450 for 1/2o thic-'k 3/4°sthickBlumcraft tempered glabSrs'RG-100, RG-175S, RG 50 Page 1- B Y I I)Conti.nued. Stresses due to lateral loads - 3/4" glass o- = M/Z = (2100 in-#/ft)/(1.034 in3/ft) 2031 psi design load (3150 in-#/ft)/(1.034 in /ft) =.3046 psi . 150%.design load _ (5250 in-#/ft)/(1.034.in3[ft) = 5077 psi 250% design load Deflections due to lateral loads - 1/2" glass !� = F13 = F(42 i.n)3 = . = F (.02258 in-ft) 3 EI 3(10.6 x 106 #/in2)(.1032 in4/ft) •# _ (50#/ft)(.02258 in=ft) 1.129 in. design load _ (75#/ft)(:02258 ice) = 1:694 in. 150% design load _ (125#/ft)-(.02258 in-ft)= 2.823 in. 250% design load Deflections due to •lateral loads - 3/4" glass. � = F13 = F(42 in)3 = F(.006268 in-ft/#) 3 EI. 3(10.6 x 166 #/in2)(3717 in#/ft) = (50#/ft)(.006268 in-ft/#)= .313 in. desion load = (74#/ft)(.006268 in-ft/#) = .470 in. 150% design load = (125#/ft)(:006268 in-ft/#) = .784 in. 250% design load III) VERTICAL LOADING The vertical load is assumed to cause a -moment due to being applied to the laterally -deflected handrail. Since glass fails due to tensile stress and the vertical loads cause compressive stresses at the base, the compressive loads can be neglected. Design load = 100#/ft 150% design load = .150#/ft 250% design load = 250#/ft Moments due to vertical loads - 1/2".glass 'M = F b = (100 #/ft)(1.129 in) = 112.9 in-#/ft design load = (150#/ft) (1..694 in) = 254.1 i,n-#/•ft 150% design load _ (250#/ft)(2.823 in) = 705.8 in-#/ft 250% design load Page 2-$ III) Con-tinued Foments due to vertical loads _ 3/4"glass M = FA = (100#/ft)(.313 in) 31.3 in#/ft design load _ (150#/ft)(.470 in) 70.5.in#/ft 150% design load _ (250#/ft)(.784 in) 196 in#/ft 250% design load Stresses due to vertical bending moments '- 1/2" glass Q = M/Z (112.9 in#/ft)/(.4399 in3/,ft) 257 psi .;�'..0esign load = (.254.1 in#/ft)/(.4399 A n /ft) - 578 psi , 150% design load = (705.8 in#/ft)/(.439.9 in3/ft.) =.1604 psi '=,250% design load Stresses due to vertical bending moments - 3/4" glass = M/Z (31.3 in#/ft)/(1.034 in3/ft) = 30 psi ldesian load _ (70.5 in#/ft)/(1.034 i3/ft) = 68 psi .:,150%design load _ 096 in#/ft)/(1.034 iri /ft) 190 psi j 250% design load Additional deflections due to vertical loads - 1/2"i lass Li = M12 = M 4 in 2 . 4 = M (.0008063 ft/#) 2 EI 2(10.6 x 106 #/in2)(.1032 in /ft) = (112.9 in#/ft)(.0008063 ft/#) = -.091 in. design Mad = (254.1 in#/ft)(.0008063 ft/#) = .205 in.. 150% design load = (705:8 in#/ft)(.0008063 ft/#)- = .569 in:: 250% design load Additional deflections due to vertical loads - 3/4" glass Q = M12 = M (42 in)2 = M(.0002239 ft/#) 2EI 2(10.6 x 106 #/in2)(.3717 in4/ft) = (31.3 in-#/ft)(.000.2239 ft/#.) = .007 in. = (70.5 in-#%ft)(.0002239 ft/#) = .016 in. = (196 in-#/ft)(.0002239 ft/#) = .044 in. IV) Combined stresses and deflections 1/2" Glass Stresses Deflections 4774 + 257 = 5031 psi 1.129 + .091 = 1.220 in. design load 7161 + 578 = 7739 psi 1.694 + .205 = 1.899 in. 150% design load 119-34 + 1604 = 13538 psi 2.823_+ .569 = 3.392 in. 250% design load Page 313 IV) Continued 3/4" Glass Stresses Deflections 2031 + 30 = 2061 psi .313 in + .007 in = .320 in. design load 3046 + 68 = 3114 psi .470 in + .016 in = .486 in. 150% design load 5077 + .190 = 5267 psi .784 in + ;044 in = .828 in. 250% design load V) MAXIMUM LATERAL .LOADING FOR ALLOWABLE STRESS OF 17000-PSI Q/N = M/Z = F1/Z F = crZ 1N For ( = 17000 #/in2; 1 = 42 in. 1/2" Glass F = (17000 #/in2)(.4399 in3/ft) = 178 #/ft no safety factor (42 in)(1.0 safety factor) = 119 #/ft 1.5 safety factor = 71 #/ft 2.5 safety factor 3/4" Glass F = (17000#/in2)1.0.34 in3/ft) = 419 #/ft no safety factor (42 in)(1.0 safety factor) = 279 #./ft 1.5 safety factor = 167 #/ft 2.5 safety factor Page 4-B ';- ' `".~ , 4 .i•. , � ... r+ .._i '._ r-i_•_!_..j.^ •_�_''Y. r.t .-!__F`� _ _.-•_•trY. _....._. .__ t_-_ _ ___ • .. _ �_. ..__ ___....-., _..! • -- _. _.�_ . _ t_ :..�._._»..__ -A ! j 't—a .t I t •` _j_t I , !_ '_��—i _•.. ` -- _• I {�r_I � :— I _. A -4--• pr t It 4 - , .. ::� • .�..._.. �..._...-... � ..._.. _._.....�_:�._..._��'Page.�5-9�•t-_..._._r--�-•---._•___. `�:.- . _.. .. _._ ....--- ...-. ..... ' MWE fV ........ ... .. ... . ...... 1, 7, 4s", LN ..... .... . ..... . .... • :....:_. -::. ::--:-..-.::':y_---.�._:.:~�:• ..�.� .:. �- ..:..::::.:� .Page 6$� .•:::_ •' .....: ..,.: . �£`- : ; • •. ... :. .•. • --• - . .......... r CALCULATIONS OF BASE STRESSES AND DEFLECTIONS Design loads are as given in the glass calculations. Blumcraft's•assembly to the base makes the base and glass act as a.rigid assembly so that the base adds to the stiffness of the glass. Thus, the calculations given for the glass are conservative. However; for conservatism and simplicity in the calculations below, the glass will. be assumed to be simply supported by a rigidly mounted base. Thus, only one side of the base channel will be .assumed to give support.. VI) SECTION PROPERTIES (MINIMUM SECTIONS ONLY) _Since the maximum bending stress will occur at the base of the leg and the section properties are minimum for the 1/2" glass section, these are'the properties which will be calculated. t = .75 in. 1 = 1.75 i n . RG-100S = 2.50 in. RG-105S I = bt3 = (12 in/ft)(:75 in)3 = .4219 in4/ft 12 12 Z = bt2 =_(12 in/ft)(.75 in)2 = 1.125 in4/ft 6 6 Yield stress = 21000 psi for 60631`5 aluminum VI I.). LOADING �M FI Ft The maximum moment M as given in the glass calculations is M= 5250 in-W + 705.8 in#/ft = 5956 in#/ ft Page -7-B VII) Continued The sum of the moments about F2 equal zero Fil = M F = M = 5956 in#/ft = 3403 #/ft for RG-100S 1 1.75 in = 5956 in#/ft = 2382 #/ft for RG-105S 2:50 in The ma-ximum applied force (250% design load)'adds to Fi F1 = 3403#/ft + 12.5 #/ft = 3528 #/ft for RG-100S = 2382#/ft + 125 #/ft = 2507 #/ft for RG-105S Moments at base of lea M = F1 = (3528 #/ft)(1.75 in) = 6174 in#/ft for Rr,-10OS = (2507 #/ft)(2.50 in) = 6268 in#,/ft for RG-105S VIII) STRESSES IN BASE, a, = M/Z = (6174 in #/ft)(1:.125 in3/ft) = 5488 psi for RG-100S = (6268 fn #/ft)(1.125 in3/ft) = 5571 psi for RG-105S IX) DEFLECTIONS IN BASE !� = F1,3 = ( 3528 #/ft) (1.75 i n) 3 = .0015 in , for RG-100S 3EI 3(10.3 x 106#/in2)(.4219 Iin4/ft) _ (2507 4/ft)(2.50 in)3 = .0030 in. for RG-105S 3(10.3 x 106 #/in2)(.4219 in #/ft) X) ADDITIONAL DEFLECTIONS IN HANDRAIL DUE TO BENDING OF BASE The slope of the leg at the end of the leg is m = F12 = (3528 #/ft)(1._75 in)2 = .00124 in/in for RG-100S 2 EI 2(10.3 x 106 #./in2)(.4219 in4/ft) = (2507 #/ft) ( 2,50 i n) 2 = .00180 in/in for RG-105S 2(10.3 x 106 #/in )(.4219 in #./ft) Pace 8-B .X) Continued The additional deflection at the top of the handrail os A = mL = (.001241n/in)(.42 in) = .052 in' for RG-100S = (.00180 in/in)('42 in) = .076 in for RG-105S For"1/2" glass at 250% design load, the total deflection is = 3.392 in + .052 in. = 3:444 in. for RG-100S base = 3.392 in + .076 in. = 3.468 in. for RG-105S base Page 9-$ r f I.f�55 BI��E 5 EG't't ads .9 �oR %2 ritfi35 rap, /i"Gu►� RC7-iov S L t oN. RG - IQS 5 SE'�'•lo� Page 10- B -I it FOR_ ro v,"3/q'6 Lk* R6 (00 For. 1/1'-6-LAS-5 ZG- 1755 Page 11-B • . J GUARD RAIL CALCULATIONS FOR CONCENTRATED LOAD Calculations are based on a minimum 4' long section of rail. It is assumed that all railing systems shall have a top rail so that_ all panels of glass shall bend as one unit,, even if the individual panels are less than 4' long. 'The most conservative case is that where the rail is free standing., with no wal-1 return for the top rail. Calculations are based on a 42" high glass rail, cantilevered about the base, with an applied load of 200# and 300# at the top of the rail. I. SECTION PROPERTIES Minimum glass thickness is-1/32" below nominal . t = .469 in. for 1/2" glass = .719 in. for 3/4" glass I =.. bt3/12 = (48 in.) (.469 in)3 = .41-26 in.4 For 1/2" glass (48 in.) (.719 i-n)3 = 1.488 in.4 12 = bt2 = (48 i-n.) (.469 in. )2 = 2.640 in.3 For 1/2" glass 6 6 = (4-8 in.) .719-in.)? = 4.136 in.3 For 3/4" glass 6 H. LATERAL LOADING Case 1 load = 200# Case 2 load = 3-00# Moments due to lateral, loads M = Fh*= (200#) (42 in.) = 8400 in.# Case 1 loading _ (300#) (42_.in.) = 12,600 in.#. Case 2 loading Stresses due to lateral loads - -1/2" glass (r = M/�Z-- = (8400 in.#)/(2.640 in:3)3 = 3182 psi Case 1 loading = (12,600 in.#)/('2.640 in. ) = 4773 psi Case 2 loading Stresses due to lateral loads - 3/4" glass 6' M/-Z- = (8400 in.#Y/(4.136 in 3') = 2031 psi Case 1 loading = (12,600 in.#)/(4.136 in.3) = 3046 psi Case 2 loading 12-8 II. Continued. Factor of Safety N All.owable stress for tempered glass (8 breaks/1000) = 17,200 psi 1/2" Glass N = (17,200 psi)/(3,182 psi) = 5.41 Case 1 loading = (17,200 psi)/(4,773 psi) = 3.60 Case 2 loading ... 3/4" Glass . N = (17,200 psi)/(2031 psi) = 8.47 Case 1 loading _ (17,200 psi)/(3046 psi)' = 5.65 Case 2 loading Therefore, a minimum 4 foot -long railing system will withstand a concentrated load of either 200# or 300# along the top rail with an adequate factor of safety. Since the stress is worst for a load at the top of the rail this also indicates that a requirement of 200# applied to the infill area of the rail is also met. Deflections due to lateral loads "- " 1/2" Glass b = Fh3 = (200#) (42 in.)3 = 1.129 in. Case 1 loading 3EI 3 (10.6 x 106#/in.2) (•4126 in.4) = (300#) (42 in.,)3 3 (10.6 x 106#/in.2) (.4126 i-n.4) = 1.694 in. Case 2 loading Deflections due to lateral loads - 3/4" Glass =(200f) 3 10.6 42 in. 3 2 x. 1011 #in, ) (1...488in 4 ) _ .313.in. Case 1 loading L1= (300f) . (42 in3 3 (10.6 x 10 #/in.2) (1.488 in 4) _ .470 in. Case 2 loading Therefore, in order to minimize deflection, 3/4" glass should be used for Case 2 loading on short railings. 13-8 ADDENDUM TO BLUMCRAFT TEST -REPORT FORRA•ILGLASS SYSTEM COMPARISON TO ASTM E 985 The results in our test report meet or exceed the specifications indicated in ASTM E 985. With regard to the detail requirements, please refer to the applicable specifications as indicated. 1) Our test report is divided into thres sections. Design calculations are .furnished in Attachment 3 while Attachments 1 and 2 are reports of actual physical tests which corroborate the design calculation§. 2) The allowable design stress indicated in the report is given as, 17,200 p-si'.- This figure already includes a §afety factor because this figure corresponds to,a-breakage-rate of .8-lites per thousand. The published figgure for the rupture strength of tempered glass is 23,000 psi so that a safety facto-r of 4 indicates the design stress is 5750 psi. 3) Since the length or span of the railing is not indicated in the ASTM spec, we assume a four foot (4') rail span. This makes the 200# concentrated load and the 50 plf load equivalent Our practice is to reinforce any rail shorter than this by turning a corner or returning to a wall. 4) The calculations included in the report are based on 50 plf horizontal and 100 plf applied simulta- neously so the s-pecification is exceeded. Our report indicates the allowable stress is 5750 psi -- 'for a reducad loading condition and the ASTM specification allows a -deflection of 42'.'/24 + 48"/96 = 2.25" based on a 42"-rail height. We hope that you will.finAthat this meets your requirements. CO 131s ,. " B U I L D I N G PERMIT PCR No: PCR95016 a - 3 31/95 12:42 Project No: A9301848 Page I of-l_ Development No: Job Address: 2-561 EL CAMINO REAL Suite: Permit Type: PLAN CHECK REVISION 1305 03/mu9tr 0001 01 02. Parcel No: 156-301-09-00 Lot#: C-PRMT 821.00 Valuation: 0 Construction Type: NEW Occupancy Group: Reference#: CB931296 Status: ISSUED Description: REVISE ELECTRIC AND LIGHTING Applied: 03/10/95 IN SEARS REVISION #6 Apr/Issue: 03/31/95 Entered By: TP Appl/Ownr : SNOWDEN ELECTRIC 714 522-1690 8371-K LA PALMA AVE, #24-5_ BUENA PARK, CA. 90,62 C 1,ected & Credits Fees Required t:' , r- �0' -------------------- -- ---------------------- 7 Fees: Adjustments: 00 Tqz rl .00 Total Fees: T4,;jt-al P� 6,rft'p .00 Balanq Di,e: 82.00 Fee description t-V F,I-V Up- i� Ext fee Data ----------------- -------------------- " Plan Check Revision Fee 3 Vo 0 82.00 INCORPORATED 1952 FINAL APPROVAL SATE ......... _- A 'ICLEARANCE CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 ESGIL CORPORATION M 9320 CHES"EAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: 3/22/95 ❑ APPLICANT JURISDICTION: Carlsbad ❑ PLAN REVIEWER ❑ FILE PLAN CHECK NO.: 93-1296 SET: R #6 PROJECT ADDRESS: 2561 El Camino Real PROJECT NAME: Sears Lighting remodel The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. ❑ The plans transmitted herewith will substantially comply with the jurisdiction's building codes When minor deficiencies identified below are resolved and checked by building department staff. ❑ The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. 0 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: Date contacted: (by: ❑ REMARKS: By: Chuck Mendenhall Esgil Corporation 3113/95 Telephone #: Enclosures: ❑ GA ❑ CM ❑ PC trnsmtl.dot SNOWDEN ELECTRIC CO., INC. 8371-K LA PALMA AVENUE, BOX 245 BUENA PARK CA 90620 TO QF 9L� _mod ,- L[EUTER 00 DATE.>3 „'96 JOB N09 _ ATTENTION RE: i WE ARE SENDING YOU ❑ Attached ❑ Under separate cover the following items: ❑ Shop drawings ❑ Prints Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ for your use As requested ❑ For review and comment ❑ FOR BIDS DUE REMARKS At TAW4r4&MUX t ❑ Approved as submitted ❑ Approved as noted ❑ Returned for corrections ❑ ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Return corrected prints 19 ❑ PRINTS RETURNED AFTER LOAN TO US COPY TO PNODUCTM3 rN� bc.;..m Ya Umvi r SIGNED: / It enclosures are not as noted, kindly noti'y u t once. March 8, 1995 To: Glen Adamek From: Principal Building Inspector T-24 Revisions The enclosed electrical plans area response to my request to Sears to justify the dozens of track light systems they installed in their store without permits, plans, documentation etc. That should be the entire scope of this revision. Call me if you have questions. Any corrections required should go directly to Snowden Electric. Thanks. PAT KELLEY Principal Building Inspector March 8, 1995 To: Glen Adamek From: Principal Building Inspector T-24 Revisions The enclosed electrical plans are a response to my request to Sears to justify the dozens of track light systems they installed in their store without permits, plans, documentation etc. That should be the entire scope of this revision. -Call me if you have questions. Any corrections required should go directly to Snowden Electric. Thanks. P� PAT KELLEY Principal Building Inspector