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HomeMy WebLinkAbout2525 El Camino Real; 145; CBC2018-0218; PermitTHE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: □PLANNING □ENGINEERING □BUILDING □FIRE □HEALTH 0HAZMAT/APCD C Cicyof Carlsbad Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 email: building@carlsbadca.gov www.carlsbadca.gov Plan Check No. (I 21" Jar , -~ I~ Est. Value 1, In "J C'1i./. 5&./ . Plan Ck. Depo!it . Date 'If J ~/IX JOB ADDRESS 2525 El Camino Real ,I SUITE#/SPACE#/UNIT# 145 j APN • CT/PROJECT# I LOT# j PHASE# ! # OF U1NITS I# BEDR;MS # BATHROOMS !TENANT BUSINESS NAME 0 Wetzel's Pretzels ICONSTR. TYPE I occ. GROUP V-B Non DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) 1,354 SF Landlord work demolition of existing interior, new demising wall, new rear exit door and new nuetral pier. EXISTING USE Vacant ! PROPOSED USE Restaurant ! GARAGE (SF) n/a PATIOS (SF) !DECKS (SF) n/a n/a FIREPLACE YES0,, ! AIR CONDITIONING !FIRE SPRINKLERS NoG'.J vesG'.:)NoO vesG'.:)NoO APPLICANT NAME Primary Contact ADDRESS Kyle Godat PROPERTY OWNER NAME RPI Carlsbad, LP a Delaware limited partner ADDRESS 2525 El Camino Real, Ste 137 2525 El Camino Real, Ste 137 CITY STATE ZIP CITY STATE ZIP Carlsbad CA 92008 Carlsbad CA 92008 PHONE PHONE 619.370.6159 n/a 760.444.0620 n/a EMAIL EMAIL kyle.godat(@.rouseproperties.com kyle.godat(@.rouseproperties.com DESIGN PROFESSIONAL TSArchitects CONTRACTOR BUS. NAM~~rt. ADDRESS 2050 S. Bundv Dr .. Ste 225 ---------------------CITY ST ZIP ZIP CA Los Anaeles PHONE ~-- 310.895.7923 n/a ----EMA!L atomasi@.tsarch.com I STATE UCC-20180 (Sec. 7031.5 Business and P_rofess1ons Code. Any City or County which requires a permit to construct, alter, improve, demolish or repair an~ structure, prior to its issuance, also requires the applicant for such pe~mit to file a signed st<!ltement tliat he is licensed pursuant to the provisions of t~e Contra~tor';> License t,aw /Chapter 9, comme_nding with Secti?n 70:00 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 1031.5 by any applicant for a permit subJects the applicant to a civil penalty of not more than five hundred dollars {$500}). WORKERS' COMPENSATION Workers' Compensation Declaration: i hereby affirm under penalty of perjury one of the following declarations: 0 I _!Jave and will maintain a certificate of consent to self-Insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. li2ti'ha,e and wm ma•tain wo,kors' oompon,at;on, as reqoired by SecUon 3700 of tho Laboe Godo, toe tho portonna~,k foe whioh this poemit is issood. My wo,kora' oompoosatioc ioso':,"'' oarrioc aod policy numberare:lnsuranceCo.S'tlr:te:£t.J,Jl::) . PolIcyNo. (Sl>q ExpirationDateCo-le 2.0l<-f _ This section need not be completed if the permit is for one hundred dollars ($100) or less, 0 Certificate of Exemption: I certify that in the performance o e work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to re workers' c nsatlo cove ls unlawful, and shall subject an employer to crlminal penalties and civil fines up to one hundred thousand dollars (&100,000), in es asp vided for I tion 3706 of the Labor code, interest and attorney's fees. I hereby affirm that I am exempt from Contractor's License Law for the following reason: □ 0 □ 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 Wilds 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). 1, 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). 1 am exempt under Section ---~'Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for constructfon of the proposed property improvement. 0Yes 0No 2. I (have I have not) signed an application for a building permit for the proposed work. 3. I have contracted With the following person (firm) to provide the proposed construction (include name address I phone I contractors' license number): 4. I plan to provide portions of the work, but l have hired the following person to coordinate, supervise and provide the major work (include name I address I phone I contractors' license number): pe o provide the work indicated (include name I address I phone/ type of wor'K): }{••NT DATE ~~--~~------ COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY Is the applicant or future building occupant required to submit a business p0n, ac.utely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Ta11ner Hazardous Substance Account Act? D 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? 0 Yes D No ls the facility to be constructed within 1,000 feet of the outer boundary of a school site? O Yes □ No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. CONSTRUCTION LENDING AGENCY APPLICANT CERTIFICATION I certify that I have read the application and state that the above infonnation is correct and that the lnfonnation on the plans is accurate. I agree to comply with an City ordinances and State laws relating to building construction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. \ ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: AA 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 tiy th~ Buildi~ ~cial u~~ this ~e shall expire by limitation and beco_me null and void if.the building or work au~orized by such ~it is not comm~nced Within 180 days from the date of such permit or 1! the build ~rk authon such permit~ suspended or abandoned at anytime after the work Is commenced for a penod of 180 days (Section 106.4.4 U'liform Build1rJ;J Code) 2$ APPLICANT'S SIGNATURE D DATE '/ 23/IV::: DATE: 5/16/2018 JURISDICTION: Carlsbad PLAN CHECK#.: CBC2018-0218 ✓• EsGtl A SAFEbuilfCompany SET: II PROJECT ADDRESS: 2525 El Camino Real #145 PROJECT NAME: Carlsbad Mall Tenant Improvement O_....,PLICANT ./2 JURIS. cg] The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: cg] EsGil staff did not advise the applicant that the plan check has been completed. D EsGil staff did advise the applicant that the plan check has been completed. Person contacted: rn Teleph_one #: Date contacted: ~Vo J) Email: Mail Telephone Fax In Person 0 REMARKS: By: Jason Pasiut EsGil 5/10/2018 Enclosures: 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 DATE: 4/30/2018 JURISDICTION: Carlsbad PLAN CHECK#.: CBC2018-0218 ✓• EsG1I A SAFEbuilt Cornpa1·,y SET:I PROJECT ADDRESS: 2525 El Camino Real #145 PROJECT NAME: Carlsbad Mall Tenant Improvement ,g/APPLICANT JS-JURIS. D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. D The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. 0 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 until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ~ The applicant's copy of the check list has been sent to: Kyle Godat D EsGil staff did not advise the applicant that the plan check has been completed. ~ EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Kyle Godat Telephone#: 619-370-6159 Date contacted: 4-,?;D (b'*'!:f? ) Email: kyle.godat@rouseproperties.com Q.!lllail 'f... Telephone )c Fax In Person 0 REMARKS: By: Jason Pasiut EsGil 4/24/2018 Enclosures: 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 Carlsbad CBC2018-0218 4/30/2018 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK#.: CBC2018-0218 OCCUPANCY: Vacant TYPE OF CONSTRUCTION: VB ALLOWABLE FLOOR AREA: within SPRINKLERS?: YES REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 4/23/2018 DATE INITIAL PLAN REVIEW COMPLETED: 4/30/2018 FOREWORD {PLEASE READ): JURISDICTION: Carlsbad USE: Vacant ACTUAL AREA: l ,354sf STORIES: HEIGHT: OCCUPANT LOAD: Vacant DATE PLANS RECEIVED BY ESGIL CORPORATION: 4/24/2018 PLAN REVIEWER: Jason Pasiut This plan review is limited to the technical requirements contained in the California version of the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 2016 CBC, which adopts the 2015 IBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2015 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. Carlsbad CBC2018-0218 4/30/2018 Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602- 2700. The City will route the plans to EsGil and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring Til'Kl corrected set of plans and calculations/reports to EsGil, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil is complete. 1. Please provide a statement of special inspections section on the cover sheet explaining proposed continuous and/or periodic special inspections. • END OF REVIEW To speed up the review process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate:□ Yes □ No The jurisdiction has contracted with EsGil, located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Jason Pasiut at Esgil. Thank you. Carlsbad CBC2018-0218 4/30/2018 [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: Jason Pasiut PLAN CHECK#.: CBC2018-0218 DATE: 4/30/2018 BUILDING ADDRESS: 2525 El Camino Real #145 BUILDING OCCUPANCY: B BUILDING AREA Valuation PORTION ( Sq. Ft.) Multiplier 1354 46.51 Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance -------------------i 1997 UBC Buildin Permit Fee ..,. g ... 1 ---------------__:_J --------·-·3 1997 UBC Plan Check Fee ..,. ---------- Type of Review: [I] Complete Review D Repelittve Fee --~ Repeats Comments: D Other D Hourly EsGil Fee Reg. VALUE Mod. D Structural Only 1-----,IHr.@ • ($) 62,975 62,975 $261.451 Sheet 1 of 1 ~ GRIMM • CHEN STRUCTURAL ENGINEERING, INC, STRUCTURAL CALCULATIONS G&C Job Number: 18-xxx RECEIVED MAY O 8 2018 CITY OF CARLSBAD BUILDING DIVISION Landlord Carlsbad Mall Space 145 Carlsbad, CA Plan Check Submittal April 18, 2018 PREPARED FOR: TSArchitects 2050 S. Bundy Dr., Suite 225 Los Angeles, CA 17500 Redhill Ave., Suite 240 • Irvine • California • 92614 • Tel 949.250.3150 • Fax 949.203.0450 UC2.018 -0218 GRIMM/ /CHEN DATE ENGINEER 7~~~~~\..~ -"3> ~-\A-~ ,~1..--0P~1w"1 '\2.oor -'"T?--117"-~ /'J-' '7-1,c; I µp·-(1of?f'\ l-v\·S'\ C ,v.,o f\,r i--.\-~ l_1or*\l'vl-<::\~ .:\'2-~ f'-F :h,,.Q~ _ -n:-i,13>~ ({7'E',tl\';V1¥-,\Nl'1 /1,--< A,\ "D\.. : ~~"Wt. -1--70..1\'fl>. ~ .Ito 1"'.10 --(g::;,~f"\l~i\-. wo M Nv~ l10-:if'YF\(k\·-k= ft.-f' PROJECT NO. PAGE NO. V l.-~ t'.,O ~-(_J;,• µV\,_, 1 <,,,oUO b{o., "t,::>t> ' \ \ . H ~ \1.,1(. ~-10J\,.l.(,;·"i'~ ..__.,1"1 1 1/lo-"'(t,<i\\f 1 \,o~f fl~i>~\ c,0\-.:>ioo r\.f ~\f-.)t;;--A:-....0-1 7oO -1 q oo ~ I s?;,-o f-vf ~ w.....-Af2?~ \ J.zoo "-~fro 17,u" ~~-\~o, '(;,70·-i~ Pvr-~ t~~ V\lv ·, \,7, () ,::;;-,v\ + \ L,,l 'l,?,o \ ·• ? \y D( f't.,f• ~ '?-'v~ I I& GRIMM/ /CHEN DATE ENGINEER PROJECT NO. PAGE NO. V,- I " I ,1 L--?::7 oib-luJ..h ~ 1-~n.;;. .. A t,Ul-"'?1-----,. ~ J o.J ,: ? '1-\I WT ')( k b--&,A.V- I.... 1....luo TO \Jic(;f-. A~I-U--kR--1, <l.1/\ 'I-~\ (_J~...._,, ~·\ " AA.~ I,, 5/ t:>V-- 1-.'/ ~fj~ Mv"" l1•1--"in\ (1¾\'J.;/'£7· ~ -~ L,. ~-1,J<.-1 '--L \'V "" t 1 ~ HI '3, c.ll\t¾~I ~~, "'lv~o , o.o";;:,"' L.. ,~~ §(.,.~~J(,z\\a2,~ , 0 1~"° 7~~ L'µtov0 \ ~-ot"\ ,:::_~~\-s py.:-q. « ,..,..., ~ \-+ r 7 7, (., \l.\ Ac ,p-J.- VPn.-"' Won..f' i-. A: "1f"r fi:=;o-..i I (ll; ~--Q'f'{ i'--v~ ,:.. i, ~ · l, ✓fi,CU -7 ~"'lf ... it,,'Ji1,. =\.-lP(- '7/At tf p'Oj'{ ~Jl... -/ 1,~/4 -o-",'\::> ~t>-lh·-l-R7 • o,<;;,-t-~~ \~s\,..o,s'\ ~&-,C ., \.....Z.-.t;·· O,t,;,-t l~ \ ( 0 :"-\-<--a, I ~ i-1-'I ~ 1'0~ ~h,C · '1-v~ ( ko't-ot \ ~s"lvo,'\ \ 0 \[p ~,t 2±:::. ?,¼" ~oj'--( ~h41- -1. 1,p--,,.q -t---1'-U3 e ~ P' c.. GR 1·M M/ /CHEN DATE ENGINEER PROJECT NO. PAGE NO. 7/,_ (t-t\ t--~• L.c1 'V~ ~\A ~,">dZ---S\~ -p'\);::: "°~~-~.~L.. .:f:b..., (\·<>\hv\ -;'J..(, < A..1\i ~I.\'?~ ~ o~r ~ f""~ ~.c.,~'(;f ¾/,,,2 .. '!,)&t,,\'l<o,~ \ -.. ::,<\_V,,., I A,¼, (_o.~\L~~~t,.A:1µ')..\~1~A~'1/,,A~ ~ 'R:n..:-\J ~~ ~ ?.A?lrri-+)z;-.I(.$,~ \¼'-'1 ~ .1--qb~--I A:t,.wlt,u e. \ v, L• f-\A./ ✓(lai (ll\, ~¥-\L~~~..,~~ -. D,q#-/t.n.tt4,e_ qi,•..i-~F'o-J"f f>..M~ 'i· ,;::Iv·~ ~,v.{,-,. l..--k~ o c:;-+-{j~-./~,. \lo-s\ ~<>-'vL l?Ol...-i? l,,J2.c, 0-'1'<;,"t(t-{\(_q.,z..z'.\,,.o.'(;:S \J~ ~td)L?-~z_-,,o,'f,~\-;o 11 ~v4 ~ t:;; 11?'~ a'o'#"( />,;....i~ Y-s q1y• V1P..O e... I 1./o•L. ESR-2682 I Most Widely Accepted and Trusted Page 7 of 15 .q,\(,, TABLE 3A-ALLOWABLE ADHESIVE BOND TENSION LOADS FOR THREADED RODS AND REINFORCING BARS IN THE FACE OF GROUT-FILLED CONCRETE MASONRY UNITS (POUNOS)1•2·7·1•1•11·12.n Anchor Load@ Spacing' Edge Distance' Diameter Embedment Critical, Minimum, Critical, Minimum, (Inches), or {lnches)3 Cc:r and Load Reduction Load Reduction SmJn Cmin s,, ... Factor at Sm1n • c:., Factor at Cmin 1 Rebar Slze llnchesl finches, finches\ finches\ 3/1 or No. 3 33/a 1240 13.5 4 0.70 12 4 0.80 112 or No. 4 41/2 2035 18 4 0.70 20 4 0.76 5/1 or No. 5 ss,, 2840 22.5 4 0.50 20 4 0.71 3/4 or Na. 6 63/, 3810 27 4 0.50 20 4 0.66 TABLE 38-ALLOWABLE ADHESIVE BOND SHEAR LOADS FOR THREADED RODS AND REINFORCING BARS IN THE FACE OF GROUT-FILLED CONCRETE MASONRY UNITS (POUNDS)1•2,1,i,t,11·11•12•13 Spacing• Edge Distance' Anchor Embedment Load@ Critical, Minimum, Load Critical, Minimum, Load Reduction Factor at Cm1n' Diameter (lnches)3 Cc, and Ser Reduction (Inches) ... S1111n Factor at c:., .... (Inches) (Inches) • (inches) (Inches) Load Load Parallel SmJn Perpendicular to Edae to Edge 3/8 or No. 3 33/s 850 13.5 1/2 or No. 4 4,'2 1495 18 5/8 or No. 5 s',, 2615 22.5 3hor No. 6 63h 4090 27 For SI: 1 inch= 25.4 mm, 1 lbf = 4.45 N, 1 psi = 6.89 kPa. The following footnotes apply to both Tables 3A and 38: 4 1.00 12 4 0.B8 1.00 4 1.00 12 4 0.49 1.00 4 0.50 20 4 0.40 0.78 4 0.50 20 4 0.26 0.60 1 All values are for anchors installed in fully grouted concrete masonry with minimum masonry strength of 1500 psi. Ccncrete masonry units must be light-, medium-, or normal-weight conforming to ASTM C90. Allowable loads have been calculated using a safety factor of 5. 2 Anchors may be installed in any location in the face of the masonry wall (cell, web, joints~ Anchors are limited to one per masonry cell. 3 Embedment depth is measured from the outside face of the concrete masonry unit. ' The critical spacing, Ser, is the anchor spacing where full load values in the table may be used. The minimum spacing, Sm,n, is the minimum anchor spacing for which values are available and installation is recommended. Spacing is measured from the cente· of one anchor to the center of an adjacent anchor. s The critical edge distance, ea, is the edge distance where full load values in the table may be used. The minimum edge distance, Cm1n, is the minimum edge distance for which values are available and Installation is permitted. Edge distance Is measured from the center of the anchor to the closest edge (See Figure 2). 6 Load reduction factors are multiplicative; both spacing and edge distance load reduction factors must be considered. 7 Load values for anchors installed at less than Ser and Cc, must be multiplied by the appropriate load reduction factor based on actual edge distance (c) or spacing (s). 8 Linear interpolation of load values between minimum spacing (srrnn) and critical spacing (Sc,) and between minimum Edge distance (Cm,n) and critical edge distance (ccr) is permitted. 9 Concrete masonry thickness must be equal to or greater than 1.5 times the anchor embedment depth. EXCEPTION: the 5/,,-inch• and the 3/.i-inch-dlameter anchors and No.5 and No. 6 reinforcing bars may be installed in minimum nominally 8-inch-thick concrete masonry. 10When using the basic load combinations in accordance with IBC Section 1605.3.1, tabulated allowable loads must not be Increased for seismic or wind loading. When using the alternative basic load combinations in the 2009 or 2006 \BC Section 1605.3.2 that lriclude seismic or wind toads, tabulated allowable loads may be increased, or the alternative basic load combinations may be reduced according to Table 2. For the 2015 and 2012 IBC, the allowable loads or load combinations must not be adjusted. 11Allowable loads must be the lesser of the adjusted masonry or bond values tabulated above and the steel values gi-.en in Table 10. 12Tabulated allowable bond loads must be adjusted for increased base material temperatures in accordance with Figure 1, as applicable. 13For combined loading. see Section 4.1.2. . . GRIMM/ /CHEN DATE PROJECT NO. ENGINEER PAGE NO. ":', / t__ 6-'ft4'ThJki \-..l~ ~VOi\ -l--~" --n' r-:1'2:>J oy'.._..-i..j t...ii, -L-c:n,-l~ C ~'&: -+ \)',,c;;,&,.' (~ut\v ,,, -~ pc.,? t1M>-ll-£. <. 101. ~ 7o I I:, t.£.ff, <.-4()-1. A.. (._e. l ..... , ..... HSL·••· ltu:1 INOH411U O rou, YlN.0.01Y) C YNIG'f'SY4 0 J.YM'JIIY4 OJ.on• Hlno, tct -o~:c ~-ep......r -;.x. P"J:"B-.:E<>~ i:-=I :;: § © ....... u. -...r:- ':J' -~ ~ .,,,,,... ~ 2lf ~ C __, ... 1-... .,, :z © I ~ u ,Lif•h ' I i~ i -· _j! --~-. __ J j; -~ .. , • I i.. •• -1 Ii' I 1' @-1 l""' ~ ~ ~ \~ ,a,_ ,1 ' ~ :·: ~-;_{ _.),~ ~~" ~ ! L _ _j ) L~ j I \ LJ -. Ii i ' i "--I I I i L .,t, : ,! 1 . o°! .~ ·, k----1..-L -x-----~ __ 1 .,.! _______ N * --------_ ri I 11 I I © ® © © -----. ------·-I ~ .... ~ "rul .. ~~I .. . H ' I ..