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X2010-2799 - Misc
1 HoggDE 2173 - 2010 CITY OF NEWPORT BEACH BUILDING DEPARTMENT 3300 NEWPORT BLVD. P.O.BOX 1768, NEWPORT BEACH, CA (949) 644-3275 TENANT IMPROVEMENT ELECTRICAL / MECHANICAL / PLUMBING PLAN CHECK Project Description: PROVIDE SOUND PANELS, EXTEND CANOPY TO EXTG SOUND PAK, AND RELOCATE AND ENCLOSE EXTG BALER EQUIPMENT PANELS @ LOADING DOCK Project Address: 1 HOAD DR Plan Check No.: 2173-2010 Date Filed: 11/22/2010 No. Stories: Use: LOADING DOCK Occupancy: Const. Type: Architect/Engineer: WELTON JEREMY Phone: 949-916-3440 Owner: HOAG HOSPITAL FD &C Phone: Submitted Valuation: 25000.00 Checked by: BEN ELLINGSON Phone: (949) 644-3271 Permit Valuation: 25000.00 X 1stCheck 11/23/10 2nd 3rd Check Check12/17/10 41h Check* *NOTE: Do not resubmit after the 3rd plan check. Call plan check engineer for an in -person recheck appointment. WARNING: PLAN CHECK EXPIRES 180 DAYS AFTER SUBMITTAL. THIS PLAN CHECK EXPIRES ON: _05/21/2011 Approval of plans and specifications does not permit violation of any section of the Building Code or other City ordinances or State law. This plan check is according to 2007 California Electrical, Mechanical and Plumbing Codes. • Make all corrections listed below • Resubmit originally checked plans and indicate the location of response on this sheet. DO NOT resubmit after the third check. Call plan check engineer and schedule in -person recheck. • Return this sheet with corrected plans • For checking status of plans: call (949) 644-3288 during business hours, or may be verified 24 hours 7 days a week via the Internet at: www.newportbeachca.gov/buildinq/or interactive voice at (9491 644-3255 • For clarifications on corrections, you may call the Plan Check Engineer or schedule an appointment to see him/her. • Codes used: 2007 CEC; 2007 CMC; 2007 CPC; Title 24-2008 California Energy Efficiency Standards for electrical and mechanical systems • When new information is provided after plan check due to corrections or otherwise, additional reviewing time may be necessary upon resubmittal. Review of new information may result in additional corrections. Shared\Correction lists\TI EMP corr 12/17/10 1 • ELECTRICAL stamp with signature and expiration date, or provide signature of licensed design building 2. Prroyide c gle line Ilia nd p el load sched fer p el NIA Provide rated electrical di { i{ h ith' h4 f bail err q Add note to plane "Compl ith City of Newport Beach amendments to 2007 CEC." Use rigid metal conduit in all areas exposed to w ather. Use ground wire insido all flexible metal conduit. Metal oendu t shall n t be installed ' t { ith Mh Add note to plans, "All equipment to be U.L. listed or equivalent." 6. Remove note "Reference only on electrical sheets. 7. All EMP sheets must be wet signed by the licensed professional responsible for thoir preparation. Shared\Corrections Lists\TI EMP 2007 NEW 6/9/2008 2 Architect/Engineer: Owner/Tenant: Applicant/Contact: CITY OF NEWPORT BEACH BUILDING DEPARTMENT www.newportbeachca.gov/building/ 3300 NEWPORT BLVD. P.O.BOX 1768, NEWPORT BEACH, CA 92658 949-644-3275 PLAN REVIEW COMMENTS Project Description: New trash baler enclosure (7'2 x 12' 9 x 13' 3 ht) adjacent to Hospital loading dock. Extend SaniPak enclosure at existing loading dock (may be OSHPD only) Project Address- 1 HOAG DR, BLDG 29 Plan Check No.: 2173-2010 Permit App. Date: 11/22/10 Permit App. Expires: 05/21/2011 Use: MISC Occupancy: U Const. Type: VB CY Cut/Fill: No. Stories: 1 Permit Valuation: $ 10,000 $ 15,000 Phone: 949-552-2061 WBSA, RICK WOOD HOAG HOSPITAL WBSA, HOWELL Plan Check Engineer: S. KUSIK X 1st Review: 12/07/10 2nd Review: Italic comments Phone: Phone: Phone: 949-552-2061 949-644-3285 3rd Review: Bold comments 4th Review*: *NOTE: Do not resubmit after the 3111 plan review. Call the plan check engineer for an in -person plan review appointment. By Appointment Only Project plans were reviewed for compliance with the following codes and standards: 2007 CBC; 2007 CPC; 2007 CEC; 2007 CMC; 2008 Building Energy Efficiency Standards (BEES); California Green Building Standards Code (CALGreen); & Chapter 15 of the Newport Beach Municipal Code (NBMC). The code section references are from the 2007 CBC, unless otherwise stated. • TO EXPEDITE PROJECT APPROVAL: Please provide a written response indicating how and where each comment was resolved on the plans. Incomplete or missing responses will delay project approval. • Resubmit all previously reviewed plans, updated plans and supporting documents for each subsequent review. • AFTER 3RD PLAN REVIEW: Call the plan check engineer listed above to schedule a plan review appointment. Do not resubmit the plans at the Building Counter, after the 3rd plan review. • For clarification of any comment or to schedule a 4th review appointment, please call the plan check engineer listed above. • To check the plan review status: call 949-644-3288 during business hours; or 949-644-3255 anytime to utilize the interactive voice response system. Also, plan review status is available anytime online at: www.newportbeachca.gov/building/ • NOTICE: When new information is provided after any plan review, whether in response to a review comment or any other reason, additional review time and plan review comments may be necessary. GENERAL m ifytho e,.tu It of the State OSHPD plan review and inspection for the loading dock work, eApansion of the SaniPak enclosure. If all work attached to the Hospital building will be considered undcr the State's jurisdiction, omit such work from the plans and permit applications. Response: OSHPD will only plan review and inspect portion of lighting to SaniPak and Baler equipment and Baler equipment transfer switch relocation. Refer to Project Description as stated in sheet A000. 2. Revise the grading plan to include the adjacent sidewalk and curb ramp information. (C-1) Response: Complied. See sheet C-1 3. Clarify the adjacent sidewalk and curb ramp conditions throughout the plans, include the slopes and cross slopes for each area. (8/A210 & C-1) Response: Revised, refer to details 6, 8 sheet A210 and sheet C-1. 4. If not existing, provide detectable warnings along the entire ramp slope or 3 ft wide and parallel to the entire zero curb area. (8/A210 & C-1) Response: Complied, refer to details 8 21, 26 and 27 sheet A210 and sheet C-1. 5. If new detectable warnings will be installed, provide product information, including manufacturer, product name, dimensioned details, and state approval letter on the plans. Response: Complied. Refer to sheets A000 and A210 and attached letters for detectable warning product information from ADA Solutions. 6. Write a note on drawings, "Contractor to provide a detectable warning product sample to the Building Inspector for approval of color contrast with finish surface." Response: Complied, see Note in detail 21/A210. 2.M3•IO I2.Ie•I0 SP STRUCTURAL December 16, 2010 RL ENGINEERING STRUCTURAL DESIGN CALCULATIONS Supplemental Calculations Loading Dock Sani-Pak Enclosure 10.122E One Hoag Drive Newport Beach, CA Project Description: DEPARTMENT CF THESE L S :r. P H7E EXPRESS OR IMPLIED P)Nl; DONSIdicr A VI u,,l c: iNcONSISTENT 40 F r S h:'_ HE T OF Ncdu O P s NOT y�SLF- - T Crt THIS RE IN ALL KESr ..TS IN PORT B N:7 r P_Ar E IPAAAY EH -TO HNC: TP r i„R5 r , On ED rTHESE ', ,.,P(S a. ELANS ANL, POLICIES OF THEGUY OF NEo4PORT BEACH. . -PE SACKNOWLED3 ,,ENT. (SIGNATURE) DATE IT SIGNATURE Provide a sound enclosure for Sani-Pack egxipmer " F I:I EY. 12/16/10 APPROVAL TO ISSUE DATE: 23441 Soi4h Pointe Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 Fax: 949.916,3445 aww.apirestructurescorn Sheet: SI ' S 7 H 11 C l 11 R A L RE ENGINEERING Job: 10.122E Hoag dock enclosures Cale By: MVH Date: 11/18/10 USGS Seismic Design Criteria 301 Newport Boulevard Newport Beach, CA 92660 Conterminous 48 States 2005 ASCE 7 Standard Latitude = 33.624466 Longitude =-117.930618 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.009999999776482582 deg grid spacing Period Sa (sec) (g) 0.2 1.825 (Ss, Site Class B) 1.0 0.683 (S1, Site Class B) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 33.624466 Longitude =-117.930618 Spectral Response Accelerations SMs and SM1 SMs =Fax Ss and SM1 = Fv x S1 Site Class D - Fa = 1.0 ,Fv = 1.5 Period Sa (sec) (g) 0.2 1.825 (SMs, Site Class D) 1.0 1.025 (SM1, Site Class D) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 33.624466 Longitude =-117.930618 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.0 ,Fv = 1.5 Period Sa (sec) (g) 0.2 1.217 (SDs, Site Class D) 1.0 0.683 (SD1, Site Class D) Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 Fax: 949.916.3445 www.spirestructures.com Sheet: SP STRUCTURAL RE ENGINEERING Job: 10.122E Hoag dock enclosures 2 Calc By: MVH Date: 11/18/10 Unit Loads Roof Loads (Sani-Pak) Roof Dead Load Roofing + reroof 1/2" securock 2 layer os 2.5 ISO insulation 22ga mtl deck Steel Framing Total at roof Enclosure Walls Steel Framing Metal stud framing Sound insulation panels 24ga mtl cladding Total 2.0 psf 2.0 psf 1.3 psf 1.9 psf 5.3 psf 12.5 psf 2.5 psf 1.0 psf 2.4 psf 2.1 psf 8. F R2 0 1.00 1 1.00 2 1.00 3 1.00 4 1.00 5 0.95 6 0.90 7 0.85 8 0.80 9 0.75 10 0.70 11 0.65 12 0.60 F = rise per foot At = trib area (SF) Roof Live (Section 1607.11.21 20 psf (basic) 200 300 400 500 600 1.00 0.90 0.80 0.70 0.60 20.0 18.0 16.0 14.0 - ''12.0 20.0 18.0 16.0 14.0 12.0 20.0 18.0 16.0 14.0 - ` 12.0'. 20.0 18.0 16.0 14.0 12.0 20.0 18.0 16.0 14.0 ` `:'. 12.0 19.0 17.1 15.2 13.3 12.0 18.0 16.2 14.4 12.6 -12,0 17.0 15.3 13.6 12.0 12.0. 16.0 14.4 12.8 : 12.0 12.0. 15.0 13.5 12.0 12.0 12.0 14.0 12.6 12.0 .. 12.0 12,0 13.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 = reduction for AI R2 = reduction for slope Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 Fax: 949.916.3445 www.spirestructures.com Sheet: SP STRUCTURAL RE ENGINEERING Job: 10.122E Hoag dock enclosures 3 Calc By: MVH Date: 11/18/10 sYstris (Pic o puim) stN t- rnt` ¥U+cw5IU Y `i p( Use ppf t tW-17 STV-0, rtoVIb4 U eiratiS 3.5 R .fLo' 3.a X I Y true (P4-561-05. T 124 Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 Fax: 949.916.3445 www.spirestructures.com Sheet: S P RE Sl RUC lUR AL I� II ENGINEERING Job: 10.122E Hoag dock enclosures 4 Calc By: MVH Date: 11/18/10 \/INv er‘iyelk. +K s 1--ob, b.s. I2.2.21P 64,6 cs) -(“ri).1 9 C T6-3 �,s,fti/T6 4 r obi= o,on G k1.4tkbVi Z = 0,Oo256(0�5)(l,0)(.&5)(ZS) (1.15)` 15.4 5P G(-14;o.6I •Ce, 6VOLI)sor4RLe iE, 1-16-10 Qv. t ass - o.<f P = IS,4"(o,61+piss) ° j},a1-6F Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 Fax: 949.916.3445 wlww.spi restructures.com Sheet: SP 51 RUCTURAL RE ENGINEERING Job: 10.122E Hoag dock enclosures 5 Calc By: MVH Date: 11/18/10 t fr t L- M4 MXs i 7 sM1) - �FK145U�� taf Frxr►l o E*4KFT poFs12,5 x(QS'x I},5') = 11860;1t W 1rt-I-' 2 fiF x 251 “11yT1F It tw =+ IS-0 t r Sos s 1.21 \,/ it:0,52ti f (01A-) (g-/I) (315h.9 x030.13w ("sp) 1C = 03fi NO) 7 t2vo ! (hw) Witte Imo .# tuvr) V= 13...dvng Ivo*) ' 1�0071.gip) — (Gov) x v, LE -VG) Si314 : I•22 W : 0,62W (ULT) P-1k5/16' xo,i=O,V+W ) SEIsMtG d= G3}G3,26o')t 1,206t 1)1.600VLT V ° 1} t (l I5dt) : 2,10ir t (Asv)*—(Gov, rifp,eal zt NOTE: Project originally designed for 1=1.5 which is conservative for current project - OK. DKdIdhRY sTEEI [tlo nr FRMfi ti Onfaer sin NQI%9t ft RHB Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 Fax: 949.916.3445 www.splrestructures.com Sheet: SP STRUCTURAL RE ENGINEERING Job: 10.122E Hoag dock enclosures 6 CalcBy: MVH Date: 11/18/10 1-IfiT ftu kWp-t(sts al4r V SRN 1 FA* W-I45u K - t9LF (n-r �I�'''t�N�zaO 4►�i zsisritt:BS #(utd) I go 4114wog t aa ,(0T),sttsta T wit (Asckwitty Ico "1O'i),$ebi t& 2a"t`l4' »4 =4Ori'F pity 44N1-3oty 1,5 ttw-rt Iae .0.0(2 z 2,5%; „Ot I1.5'* IVain- �0141114 S SiehTIDN Svrtilello1+ = 2-(.5rt) 4110 = 3,9" 4' S PP &TWt «4i MCI Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 Fax: 949.916.3445 www.splrestructures.com Sheet: sp STRUCTURAL RE ENGINEERING Job: 10.122E Hoag dock enclosures 7 CalcBy: MVH Date: 11/18/10 k.,M .fltr PcIIMX5\S (eutV sAtil-thk- plaouK-E x-vUs(PUdtUtd ,. t senMe:9 20Fsp(4.741}4 : QA V° 12,5P#(4 iw)(t ); j4ol$' 10.51 s sti1L SX = Gdbxe 1 LEI (p,6 :139 4 -C60V) Is 9 f-: Lae r00tV C257 i.Dh ihs nItolft Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 Fax: 949.916.3445 www.spirestructures.com Sheet: SP STRUCTURAL RE ENGINEERING Job: 10.122E Hoag dock enclosures 8 Calc By: MVH Date: 11/18/10 Solution: Envelope M8 12 M2 N2 N3 J1 'FJ4 Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 Fax: 949.916.3445 www.spirestructures.com Sheet: SP STRUCTURAL RE ENGINEERING Solution: Envelope Member z Bending Moments (k-ft) Job: 10.122E Hoag dock enclosures 9 Calc By: MVH Date: 11/18/10 4.2 5 Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 Fax: 949.916.3445 www.spirestructures.com Sheet: SP STRUCTURAL RE ENGINEERING Company : Spire Structural Engineering Designer Manuel Valenzuela Job Number 10.122E Global Job: 10.122E Hoag dock enclosures 10 Calc By: MVH Date: 11/18/10 Sani-Pak Checked By: Display Sections for Member Calcs 19 Max Internal Sections for Member Calcs 91 Include Shear Deformation Yes Include Warping Yes Area Load Mesh (inA2) 144 Merge Tolerance (in) 12 P-Delta Analysis Tolerance 0.50% Vertical Axis Y Hot Rolled Steel Code AISC : LRFD 13th Cold Formed Steel Code AISI 99: ASD Wood Code NDS 91/97: ASD Wood Temperature <100F Concrete Code ACI 1999 Masonry Code MSJC 05/IBC 06 ASD Number of Shear Re ions 4 Region Spacing Increment (in) 4 Biaxial Column Method PCA Load Contour Parme Beta Factor (PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections Yes Bad Framing Warnings No Unused Force Warnings Yes Member Primary Data Label I Joint J Joint K Joint Rotate(decl Section/Shane Tvoe Design List Material Design Rules 1 M1 N1 N2 HSS4X4X5 Beam Wide Flange A500 Cr.46 Typical 2 M2 N2 N3 HSS4X4X5 Beam Wide Flange A5oo Cc46 Typical Tvoical 3 M3 N3 N4 HSS4X4X5 Beam Wide Flange A500 Cr.46 4 M7A N9A N10A HSS4X4X5 Beam Wide Flange A500 Gr.46 Typical Typical 5 M8 N10A N11 HSS4X4X5 Beam Wide Flange A500 Gr.46 6 — M9 N11 N12 HSS4X4X5 Beam Wide Flange A500Gr.461 Typical Joint Coordinates and Temperatures Label Z Iftl From Dian... 1 N1 -3.5 0 0 0 2 N2 -3 5 14.5 0 0 3 N3 14 14.5 0 0 4 N4 14 0 0 0 5 N9A -3.5 18 0 0 6 N10A -3.5 32.5 0 0 7 N11 4.5 32.5 0 0 8 N12 4.5 19 0 0 Joint Boundary Conditions Joint Label in 1 N1 Reaction Reaction Reaction Reaction Reaction Reaction 2 N4 Reaction Reaction Reaction Reaction Reaction Reaction 3 N2 Reaction 4 N3 Reaction 5 N9A Reaction Reaction Reaction Reaction Reaction Reaction 6 N10A Reaction RISA-3D Version 8.1.1 [P:1...1...1...1...111 Calculations\00 Current OSHPD\Sani-Pak Frame 11181053d] Page 1 Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 Fax 949.916.3445 www.spirestructures.com Sheet: SP STRUCTURAL RE ENGINEERING Company : Spire Structural Engineering Designer : Manuel Valenzuela Job Number : 10.122E Job: 10.122E Hoag dock enclosures 11 Calc By: MVH Date: 11 /18/10 Sani-Pak Checked By: Joint Boundary Conditions (Continued) Joint Label X Fldinj Y fklinl N11 N12 Reaction Reaction Hot Rolled Steel Properties Z fk/inl Reaction Reaction X Rot.fk-ftlradl Y Rot.lk-Poradl Reaction. Reaction Z Rot4k-ft/radl Reaction Footing Therm (\1 E5 Fl DensiNfk/ft031 Yieldfksi 1 A36 Gr.36 29000 11154 .3 .65 .49 36 2 A572 Gr.50 29000 11154 3 .65 .49 50 3 A992 29000 11154 .3 .65 .49 50 4 A500 Gr.42 29000 11154 3 .65 - - .49 42 5 A500 Gr.46 29000 11154 .3 .65 .49 46 Member Distributed Loads (BLC 1 : D) Locationfft.%1 End Location fft.°/ 1 M2 Y -.05 -.05 0 0 2 M8 Y 0 0 0 0 Member Distributed Loads (BLC 2 Lr) Member Label M2 M8 Direction Start Magnitudetk/ft ... End Magnitudefklft d... Start Locationfft.%1 End Locationfft 3 J Y -.08 -.08 0 0 Y 0 0 0- 0 Member Point Loads (BLC 1 : D) 1 2 Member Label Direction Magnitudefk k-ftl M8 Y i -.44 MS I Y I -44 Member Point Loads (BLC 2 : Lrl Member Label M8 M8 1 Member Point Loads (BLC 3 : E) Direction Y V Magnitudejk k-ftl .7 Locationfft %1 0 8 Locationfft.%1 0 8 1 2 Member Label M1 M7A Member Point Loads (BLC 4 : W) Member Label 1 M1 M7A Basic Load Cases Direction X X Direction X X Magnitudefk k-ftl .85 85 Magnitudefk k-ftl 9 1.05 Locationlft,%1 11.5 11.5 Locationlft.%1 11.5 11.5 Distributed Area (Me... Surface (... 1 D None, -_..- 2 2 2 Lr None 2 2 3 E None 2 4 W None I L 2 a® RISA-3D Version 8.1.1 [P:1...1...\...\...111 Calculations100 Current OSHPD\Sani-Pak Frame 111810.r3d] Page 2 Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 Fax: 949.916.3445 www.spirestructures.com Sheet: SP STRUCTURAL Company Designer Job Number RE ENGINEERING Spire Structural Engineering Manuel Valenzuela 10.122E Job: 10.122E Hoag dock enclosures 12 Caic By: MVH Date: 11/18/10 Sani-Pak Checked By: Load Combinations iotion Sol.. PD...SR... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLCFactor BLC Factor BLC Factor 1 1.2D + 0.5Lr Yes 1 1.2 2 .5 2 1.2D+16Lr+0.8WYes 1 1.2 2 1.6 4 .8 3 1.2D + 1.6W + 0.5Lr Yes 1 12 4 1.6 2 .5 4 1.2D+E+0.5Lr Yes 1 1.2 13 1 2 .5 5 0.9D + 1.6W Yes 1 .9 4 1.6 6 0.9D+E Yes 1 .9 3 1 Envelope Joint Reactions in MX fk-ftl LC MYJk-ftl LC MZ lk-ttL_LC_ 1 N1 max .186 1 1.489 2 0 1 0 1 0 1 5.978 5 2 min -.815 5 .082 5 0 1 0 -1 0 1''-.898. 1 3 N4 max -.186 1 1.801 2 0 1 0 1 0 1 5.612 3 4 min - 727 3 578 6 0 1 0 1 0 1 .898 1 5 N2 max 0 1 0 1 0 1 0 1 0 1 0 1 6 min 0 1 0 1 0 1 0 1 0 1 0 1 7 N3 max 0 1 0 1 0 1 0 1 0 1 0 1 8 min 0 1 0 1 0 1 0 1 0 1 0 1 9 N9A max 0 1 1.233 2 0 1 0 1 0 1 6.504 5 10 min -.961 3 -.433 5 0 1 0 1 0 1 0 1 11 N10A max 0 1 0 1 0 1 0 1 0 1 0 1 12 min 0 1 0 1 0 I 0 1 0 1 0 1 13 N11 max 0 1 0 1 0 1 0 1 0 1 0 1 14 min 0 1 0 1 0 1 0 1 0 1 0 1 15 N12 max 0 1 2.063 2 0 1 0 1 0 1 5.463 5 16 min -719 5 816 6 0 1 0 1 0 1 0 1 17 Totals: max 0 1 6.586 2 0 1 18 min -3.12 3 1 579 15 0 1 Envelope Joint Displacements Hon ... LC Y Rotation .. LC Z Rotation ... LC 1 N1 max 0 5 0 5 0 1 0 1 0 1 0 1 2 min 0 1 0 2 0 1 0 1 0 1 0 5 3 N2 max 1.446 3 0 5 0 1 0 1 0 1-3.056e-3 6 1-4-1 min 0 1 - 002 2 0 1 0 1 0 1-7.937e-3 2 5 N3 max 1.445 5 0 6 0 1 0 1 0 1 3.584e-3 2 6 min 0 1 - 003 2 0 1 0 1 0 1-4.643e-3 5 7 N4 max' 0 3 0 6 0 1 0 1 0 1 0 1 8 min 0 1 0 2 0 1 0 1 0 1 0 3 9 N9A max 0 3 0 5 0 1 0 1 0 1 0 1 10 min 0 1 0 2 0 1 0 11 0 1 0 5 11 N10A max 1.331 5 0 - 002 5 0 1 0 1 0 1 8.337e-7 1 12 min 0 1 2 0 1 0 1 0 1 -454e-4 5 13 N11 max 1.33 5 -.001 6 0 1 0 1 0 1 8.496e-7 1 14 mire 0 1 -.003 2 0 1 0 1 0 1 -4.481e-3 5 15 N12 max 0 5 0 6 0 1 0 1 0 1 0 1 16 min 0 1 I 0 2 0 1 0 11 0 1 0 5 Envelope Member Section Forces 2 Member Sec AxiaaJ LC Mt 1 max 1.489 2 mini 082 5 y Shear -fig LC z Shearfkl LC Torouejk-ftl LC -v Momen... LC z-z Momen... LC .815 5 0 1 0 1 0 1 5.978 5 -186 1 1 0 11 0 1 0 1 -.898 1 RISA-3D Version 8.1.1 [P:\...\...\...1...111 Calculations100 Current OSHPD\Sani-Pak Frame 111810.r3d] Page 3 Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 Fax: 949.916.3445 www.splrestructures.com Sheet: SP STRUCTURAL RE ENGINEERING Company Spire Structural Engineering Designer : Manuel Valenzuela Job Number 10.122E Job: 10.122E Hoag dock enclosures 13 Calc By: MVH Date: 11/18/10 Sani-Pak Checked By: Envelope Member Section Forces (Continued) Member Sec Axialfkl LC v Shearfkl LC z Sheartkl LC Torauelk-ftl LC v-v Momen... LC z-z Momen... LC 3 2 max 1.489 2 .815 5 0 1 0 1 0 1 5.322 5 14 min .082 5 -.186 815 1_ 5 0 1 0 1 0 1 -.748 1 5 3 max 1.489 2 0 1 0 1 0 1 4.665 5 6 min .082 5 -.186 1 0 1 0 1 0 1 -.598 1 7 4 max 1.489 2 .815 5 0 1 0 1 0 1 4.008 5 8 min .082 5 -.18& 1 0 1 0 1 0 1 -.448 1 9 5 max 1.489 2 .815 5 0 1 0 1 0 1 3.352 5 10 min 082 5 -.186 1 0 1 0 1 0 1 -.298 1 11 6 max 1.489 2 .815 5 0 1 0 1 0 1 2.695 5 12 min 082 5 - 186 1 0 1 0 1 0 1 -.148 1 13 7 max 1 489 2 815 5 0 1 0 1 0 1 2.039 3 14 min, .082 1 5 -.186 1 0 1 0 1 0 1 .002 1 15 8 max 1.489 2 .815 5 0 1 0 1 0 1 1.465 3 16 min 0825 -.186 1 0 1 0 1 -:.0 1 .152 1 17 9 max 1489 2 815 5 0 1 0 1 0 1 .891 3 18 min 082 5 -186 1 0 1 0 1 0 1 .302 1 19 10 max 1 489 2 815 5 0 1 0 1 0 1 .783 2 20 min .082 5 -.186 1 0 1 0 1 0 1 .068 5 21 11 max 1.489 2 .815 5 0 1 0 1 0 1 .703 2 22 min 082 15 - 186 1 0 1 0 1 0 1 - 589 5 23 12 max 1.489 2 .815 5 0 1 0 1 0 1 752 1 24 min 082 5 - 186 1 0 1 0 1 0 1 -1 245 5 25 13 max 1.489 2 .815 5 0 1 0 1 0 1 .902 1 26 min .082 5 - 186 1 0 1 0 1 0 1 -1.902 5 27 14 max 1.489 2 .815 5 0 1 0 1 0 1 1.052 1 28 min .082 5I -.186 1 0 1 0 1 0 1 -2.559 5 29 15 max 1.489 2 .815 5 0 1 0 1 0 1 1.202 1 30 min 082 5 - 186 1 0 1 0 1 0 1 -3 215 5 31 16 max 1 489 2 - 186 1 0 1 0 1 0 1 1.352 1 32 min .082 5 -.727 3 0 1 0 1 0 1 -3.032 5 33 17 max 1.489 2 -.186 1 0 1 0 1 0 1 1.502 1 34 min .082 5 -.727 3 0 1 0 1 0 1 -2.529 5 35 18 max 1.489 2 -.186 1 0 1 0 1 0 1 1.722 2 36 min .082 5 -.727 3 0 1 0 1 0 1- -2.025 15 37 19 max 1.489 2 -.186 1 0 1 0 1 0 1 2.222 ' 2 38 min .082 5 -.727 3 0 1 0 1 0 1 -1.522 '5 39 M2 1 max 727 3 1 489 2 0 1 0 1 0 1 2.222 2 40 min .186 1 .082 5 0 1 0 1 0 1 -1.522 1 5 41 2 max .727 3 1.306 2 0 1 0 1 0 1 .999 1 42 min 186 1 038 5 0 1 0 1 0 1'-1.58 15 43 3 max .727 3 1.123 2 0 1 0 1 0 1 .29 1 44 min .186 1 -.006 5 0 1 0 1 0 1 -1.596 5 45 4 max .727 3 .941 2 0 1 0 1 0 1 -.324 1 46 min .186 1 -.05 5 0 1 0 1 0 1 -1.747 3 47 5 max .727 3 .758 2 0 1 0 1 0 1 -.844 1 48 min _186 1 -.093 5 0 1 0 1 0 1 -2.147 2 49 6 max 727 3 .575 2 0 1 0 1 0 1 -1.053 6 50 min .186 1 -.137 5 0 1 0 1 0 1 -2.795 2 51 7 max 727 3 .392 2 0 1 0 1 0 1 -1.022 6 min .186 1 -.181 5 0 1 0 1 0 1 -3.265 2 _ 53 8 max 727 3 .209 2 0 1 0 1 0 1 -.95 6 54 min .186 1 -.225 5 0 1 0 1' 0 1 -3.557 2 55 9 max 727 3 .097 1 0 1 0 1 0 1 -.795 5 56 min 186 1 - 268 5 0 1 0 1 0 1 -3 672 2 57 10 max 727 3 0 1 0 1 0 1 0 1 -.513 5 58 min .186 1 -312 3 0 1 0 1 0 1 -3.609 2 RISA-3D Version 8.1.1 [P:\...\...\...1...\11 Calculations\00 Current OSHPD\Sani-Pak Frame 111810.r3d] Page 4 Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 Fax: 949.916.3445 www.spirestructures.com Sheet: SP STRUCTURAL RE ENGINFERING Company : Spire Structural Engineering Designer : Manuel Valenzuela Job Number : 10.122E Job: 10.122E Hoag dock enclosures 14 Calc By: MVH Date: 11/18/10 Sani-Pak Checked By: Envelope Member Section Forces (Continued) Member Sec Axiallkl LC v Shearlkl LC z Shearfkl LC Torcuelk-ftl LC v-v Momen.. LC z-z Momen... LC 59 11 max .727 3 -.097 1 0 1 0 1 0 1 -.188 5 60 min .186 1 -.409 -.194 3 1 0 1 0 1 0 1 -3.369 2 61 12 max .727 3 0 1 0 1 0 1 .179 5 62 min .186 1 - 522 2 0 1 0 1 0 1_` -2.95 2 63 13 max .727 3 -.292 1 0 1 0 1 0 1 .589 5 64 min .186 1 -.704 2 0 1 0 1 0 1 -2.354 2 65 14 max .727 3 -.359 6 0 1 0 1 0 1 1.041 5 66 min .186 1 - 887 2 0 1 0 1 0 1 -1.581 2 67 15 max .727 3 -.403 6 0 1 0 1 0 1 1.536 5 68 min .186 1 -107 2 0 1 0 1 0 1 -.844 1 69 16 max .727 3 -.447 6 0 1 0 1 0 1 2.074 5 70 min' .186 1 -1253 2 0 1 0 1 0 1 -.324 1 71 17 max .727 3 -.491 6 0 1 0 1 0 1 2.813 3 72 min .186 1-1.436. 2 0- 1.. 0 1 0 1. -.29 1 73 18 max .727 3 -.534 6 0 1 0 1 0 1 3.825 3 74 min 186 1 -1.618 2 0 1 0 1 0 1 .999 1 75 19 max .727 3 -.578 6 0 1 0 1 0 1 4.954 2 76 min 186 1 -1 801 2 0 1 0 1 0 1 ` 1.802 1 77 M3 1 max 1.801 2 -.186 1 0 1 0 1 0 1 -1.802 1 78 min .578 6 -.727 3 0 1 0 1 0 1 -4.954 2 79 2 max 1.801 2 -.186 1 0 1 0 1 0 1 -1.652 1 80 min .578 6 -.727 3 3 1 0 1 0 1 -4.454. 2 81 3 max 1.801 2 -.186 1 0 1 0 1 0 1 -1.502 1 82 min .578 6 -.727 3 0 1 0 1 0 1 -3.954 2 83 4 max 1.801 2 -.186 1 0 1 0 1 0 1 -1.352 1 84 min .578 6' -.727 3 0 11 0 1 0 1'--3.454: 2 85 5 max 1.801 2 -.186 1 0 1 0 1 0 1 -1.202 1 86 min .578 6 -:727 3 0 1 0 1 0 1 -2.954 2 87 6 max 1.801 2 -.186 1 0 1 0 1 0 1 -1.035 6 88 min .578 6 -.727 3 0 1 0 1 0 1 -2.454 2 89 7 max 1.801 2 -.186 1 0 . 1 0 1 0 1 -.71 6 90 min .578 6 -.727 3 0 11 0 1' 0 1 -1.954 91 8 max 1.801 2 -.186 1 0 1 0 1 0 1 -.385 6 92 ' min .578 6 -.727 3 0 I 1 0 1 0 - 1' -1.454 2 93 9 max 1.801 2 -.186 1 0 1 0 1 0 1 .085 5 94 min .578 6 - 727 3 0 1 0 1 0 1 -.954 2 95 10 max 1.801 2 -.186 1 0 1 0 1 0 1 .589 5 96 min .578 6 -.727 3 0 1 1 0 1 0 1 -.454 2 97 11 max 1.801 2 -.186 1 0 1 0 1 0 1 1.092 5 98 min 578 6 -.727 3 1 0 1 0 1 -.302 1 99 12 max 1.801 2 -.186 1 r 1 0 1 0 1 1.595 5 100 min .578 6 - 727 3 0 1 0 1 0 1 -.152 1 101 13 max 1.801 2 -.186 1 0 1 0 1 0 1 2.099 5 102 min .578 6 -.727 3 0 1 0 1 1 0 1 -.002 1 103 14 max 1.801 2 -.186 1 0 1 0 0 1 2.683 3 104 min .578 6 -.727 3 0 1 0 1 0 1 .148 1 105 15 max 1.801 2 -.186 1 0 1 0 1 0 1 3.269 3 106 min .578 F -.727 3 0 1 0 1 0 1 .298 1 107 16 max 1.801 2 -.186 1 0 1 0 1 0 1 3.855 3 108 min .578 6 -.727 3 0 1 0 1 0 1 :448 1 109 17 max 1.801 2 -.186 1 0 1 0 1 0 1 4..44 3 110 min .578 6 -727 3 0 1 0 1 0 1 .598 1 111 18 max 1.801 ' 2 -.186 1 0 1 0 1 0 1 5.026 3 112 '. min .578 6 -.727 3 0 1 0 1 0 1 .748. 1 113 19 max 1.801 2 -.186 1 0 1 0 1 0 1 5.612 3 1114 min - .578 6 -.727 3 0 1 0 1 0 1 .898 1 RISA-3D Version 8.1.1 [P:1...\...1...1...111 Calculations\00 Current OSHPD\Sani-Pak Frame 111810.r3d] Page 5 Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 Fax: 949.916.3445 www.spirestructures.com Sheet: SP STRUCTURAL RE ENGINEERING Company Spire Structural Engineering Designer Manuel Valenzuela Job Number 10.122E Job: 10.122E Hoag dock enclosures 15 Calc By: MVH Date: 11/18/10 Sani-Pak Checked By: Envelope Member Section Forces (Continued) Member Sec Axiallkl LC v Shearikl LC z Sheadkl LC Torcuelk-ftl LC v-v Momen... LC z-z Momen... LC 115 M7A 1 max 1.233 2 961 3 i HI 0 1 0 1 6.504 5 116 min-433 5 0 1 1 0 i.1_0 -.1 0 1 0-1 117 2 max 1.233 2 .961 3 0 i 1 0 1 0 1 5.73 5 118 min -.433' 5 0 1 0 1 0 1 0 1 0 1 119 3 max 1.233 2 .961 3 0 1 0 1 0 1 4.956 5 120 min-.433 5 0. 1 0 1 0 1 0 1 0 1 121 4 max 1.233 2 .961 3 0 1 0 1 0 HI 4.181 5 122 min-.433 5 0 1 0 1 0 1 0 1 0 1 123 5 max 1.233 2 .961 3 0 1 0 1 0 1 3.407 5 124 min 433 5 0 1 I 0 1 0 1' 0 1 0 1 125 6 max 1.233 2 .961 3 0 1 0 1 0 1 2.633 5 126 min -.433 5 0 1 1 0 1 0 1 0 1 0 1 127 7max 1.233 2 .961 3 0 1 0 1 0 1 1.859 5 128 min -.433 5 0 1 0 1 0 1 0 1 0 1 129 8 max 1.233 2 .961 3 0 1 0 1 0 1 1.085 5 130 min -.433 5 0 1 0 1 0 1 0 1 0 1 131 9 max 1.233 2 .961 3 0 1 0 1 0 1 .31 5 132 min-.433 5 0 1 0 1 0 1 0 1 0 1 133 10 max 1.233 2 .961 3 0 1 0 1 0 1 0 1 134 min-.433 5 0 1 0 1 0 1 0 1 -.464 3 135 11 max 1.233 2 .961 3 0 1 0 1 0 1 0 1 136 min-.433 5 0 1 0 1 0 1 0 1 -1.238 3 137 12 max 1.233 2 .961 3 0 1 0 1 0 1 0 1 138 min-.433 5 0 1 0 1 0 1 0 1 -2.012 3 139 13 max_ 1.233 2 .961 3 0 1 0 1 0 1 0 1 140 min-.433 5 0 1 1 0 1 0 1 0 11 -2.787 ` "3 141 14 max 1.233 2 .961 3' 0 1 0 1 0 ' 1 0 1 142 min-.433 5 0 1 0 1 0 1 0 1 -3.561 3 .143 15 max 1.233 2 .961 3 0 1 0 1 0 1 0 1 144 min-.433 - 5 0 1 0 1 0 1 0 1 -4.335 3 145 16 max 1.233 2 0 1 0 1 0 1 0 1 0 1 146 min -.433 5 - 719 5 l 0 1 0 1 0 1 -4.129 3 147 17 max 1.233 2 0 1 0 1 0 1 0 1 0 1 148 min - 433 5 - 719 5-1 0 1 0 1 0 1 -3.55 3 149 18 max 1.233 2 0 1 0 1 0 1 0 1 0 1 150 min l- 433 5 - 719 5 1 0 1 0 1 0 11- -2.971 3 151 19 max 1.233 2 0 1 0 1 0 1 0 1 0 1 152 min 1 -.433 5 -.719 5 0 1 1 0 1 0 11 -2.392 3 153 M8 1 max .719 5 0 1 0 1 0 1 0 1 0 1 154 min 0 1 -.829 3 0 11 0 1 0 1 -2.392 3 155 2 max' .719 5 0 1 0 1 0 1 0 1 0 1 156 min 0 1 -.829 3 0 1 0 1 0 1 -2 023 3 157 3max .719 5 0 1 0 1 0 1 0 1 0 1 158 min 0 1 - 829 3 0 1 0 1 0 1 -1.655 3 159 4 max .719 5 0 1 0 1 0 1 0 1 0 1 160 min 0 1 -.829 3 0 1 0 1 0 1 -1.286 3 161 5 max 719 5 0 1 ' 3 0 1 0 1 0 1 0 1 162 min 0 1 -.829 0 1 0 1 0 1 -.917 3 163 6 max .719 5 0 1 0 1 0 1 0 1 0 1 164 min 0 1 -829 3 0 1 0 1 0 1 -.549 3 165 7 max .719 5 0 1 0 1 0 1 0 1 0 1 166 min 0 1 -.829 3 0 1- 0 1 0 1 -.18 3 167 8 max .719 5 0 1 0 1 0 1 0 1 .188 5 168 1 min 0 1 -829 3 0 1 0 1 0 1 0 1 6_1 9 max .719 5 0 1 0 1 0 1 0 1 .557 5 170 1 min 0 1 -829 3 0 1 0 1 0 1 0 1 etemagereeromet RISA-3D Version 8.1.1 [P:\...1...1...1...\11 Calculations \00 Current OSHPD\Sani-Pak Frame 111810.r3d] Page 6 Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 Fax: 949.916.3445 www.spi restructu res.com Sheet: SP STRUCI URAL Company Designer Job Number RE ENGINEERING Spire Structural Engineering Manuel Valenzuela 10.122E Job: 10.122E Hoag dock enclosures 16 CalcBy: MVH Date: 11/18/10 Sani-Pak Envelope Member Section Forces (Continued) Checked By: s Member Sec Axiall LC v Shearlkl LC z Shearlkl LC Torouelk-ftl LC v-v Momen... LC z-z Momen... LC 171 10 max .719 5 0 1 0 1 0 1 0 1 .925 5 172 min 0 1 -.829 3 0 1 0 1 0 1 1 0 1.294 1 3 173 11 max 719 5 0 1 0 1 0 1 0 174 min 0 1 -829 3 0 1 0 '_ 1 0 1 0 1 175 12 max .719 5 0 1' .3 0 1 0 1 0 1 1.663 3 176 min 0 1 -.829 1 0 1 0 1 0 1 0 1 177 13 max .719 5 0 1 0 1 0 1 0 1 2.031 3 1_17B min 0 1 -.829 3 0 1 0 1 0 1 0 1 179 14 max .719 5 0 1 0 1 0 1 0 1 2.4 3 180 min 0 1- 829 3 1 0 1 - 0 1 0 1 0 1 181 15 max .719 5 0 1 0 1 0 1 0 1 2.768 3 182 min 0 1 -.829 3 0 1 0 1 0 1 0 1 183 16 max 719 5 0 1 0 1 0 1 0 1 3.137 3 184 min 0 1 -.829 3 0 1 0 1 0 1 0 1 185 17 max .719 5 0 1 0 1 0 1 0 1 3.505 3 186 min 0 1 -.829 3 0 1 0 1 0 1 0 1 187 18 max .719 5 0 1 0 1 0 1 0 1 3.874 3 188 min 0 1 -.829 3 0 1 0 1 0 1 0 1 189 19 max .719 5 0 1 0 1 0 1 0 1 4.243 3 190 min 0 1 -829 3 0 1 0 1 0 1 0 1 1191 M9 1 max 2.063 2 0 1 0 1 0 1 0 1 0 1 192 min .816 6 -.719 5 0 1 0 1 - 0 1 4.243 3 193 2 max 2.063 2 0 1 0 1 0 1 0 1 0 1 194 min 816 6 -.719 5 1 0 1 0 1 0 1 -3.703 3 195 3 max 2.063 2 0 1 0 1 0 1 0 1 0 1 196. min .816. 6 -719 51 0 1 0 1 0 1-3.164.' 3 197 4 max 2.063 2 0 1 0 1 0_ 1 0 1 0 1 i 198 min 816 6 -.719 5 0 1 0 1 0 1 -2.625 3 199 5 max 2.063 2 0 1 0 1 0 1 0 1 0 1 200 min .816 6 -.719 5 1 0 1 0 1 0 1 -2.086 3 201 6 max 2.063 2 0 1 0 1 0 1 0 1 0 1 202 min .816 6 -719 5 1 0 1 0 1 0 1 -1.547 3 203 7 max 2.063 2 0 1 0 1 0 1 0 1 0 1 204 min .816 6 -719 51 0 1 0 1 0 1 -1.007 3 205 8 max 2.063 2 0 1 0 1 0 1 0 1 0 1 2061 207 min .816 6 - 719 5 0 1 0 1 0 1 -.468 3 9 max 2.063 2 0 1 0 1 0 1 0 1 .071 5 208 min 816 6 -719 5 0 1 0 1 0 1 0 1 209 10 max 2.063 2 0 1 0 1 0 1 0 1 .61 5 210 min .816 6 -.719 5 0 1 0 1 0 1 0 1 211 11 max 2.063 2 0 1 0 1 0 1 0 1 1.149 5 212 min .816 6 -.719 5 0 1 0 1 0 1 0 1 213 12 max 2.063 2 0 1 0 1 0 1 0 1 1.689 5 214 min .816 6 -.719 5 0 1 0 1 0 1 0 1 215 13 max 2.063 2 0 1 0 1 0 1 0 1 2.228 5 216 min .816 6 - 719 5 0 1 0 1 0 1 0 1 217 14 max 2.063 2 0 1 0 1 0 1 0 1 2.767 5 218 I min 816 6 - 719 5 0 1 0 1 0 1 0 1 219 15 max 2.063 2 0 1 0 1 0 1 0 1 3.306 5 220 min .816 6 -.719 _ 0 1 0 1 0 1 0 1 221 16 max 2.063 2 0 1 0 1 0 1 0 1 3.845 5 222 min .816 6 -.719 5 0 1 0 1 0 1 0 1 223 17 max 2.063 2 0 1 0 1 0 1 0 1 4.385 5 224 min .816 6 - 719 5 0 1 0 1 0 1 0 1 225 18 max 2.063 2 0 1 0 1 0 1 0 1 4.924 5 226 min .816 6 -.719 1 5 0 1 0 1 0 1 0 1 RISA-3D Version 8.1.1 [P:\...\...1...1...111 Calculations100 Current OSHPD\Sani-Pak Frame 111810. 3d] Page 7 Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 Fax: 949.916.3445 www.spirestructures.com Company Spire Structural Engineering Designer Manuel Valenzuela Job Number 10.122E Sani-Pak 17 Checked By Envelope Member Section Forces (Continued) 227 228 Member Sec L19 max min Axiallkl LC v Shearlkl 2.063 2 0 .816 6 -.719 LC 1 5 Envelope MSC 13th LRFD Steel Code Checks z Shearlkl 0 0 LC Torquelk-ftj LC 1 0 1 1 0 1 y-y Momen... LC z-z Momen.. LC 0 1 5.463 5 0 1 0 1 Member Shace Code C LOUftI LC Shear Locfftl Dir LC ohi'Pnc Ikl ohi'Pnt Ikl ohi'Mn v-.. ohi'Mnz Cb Eon 1 M1 HSS4X4X5 - P-Dolt.. 2 M2 HSS4X4X5 -P-Delt.. I 3 M3 HSS4X4X5 - P-Dell_ 4 M7A HSS4X4X5 - P-Dolt. 5 M8 HSS4X4X5 - P-Delt.. 6 M9 HSS4X4X5 - P-fit.. RISA-3D Version 8.1.1 [P:\...1...\...\...111 Calculations\00 Current OSHPD\Sani-Pak Frame 111810.r3d] Page 8 SPIRJE STRUCTURAL I I ENGINEERING Sheet: Job: 10.122E Hoag dock enclosures $ Calc By: MVH Date: 11/18/10 kq1 �l�k t�I/,LOSU1 Agottoa-n E � rt1L--Iyr (p' Paws =' ) Sake' I IMF 6.0""- --r ¶ = 6r0 =0435c (Z'Krl) eriloretv Y: ,n.gAsvAitti I2' fi ,1014 V :2063* VFW( 310 lit411 S RN(MotS 17.111 - rtlkN1R x 1.3 : 41 gt / ticjs fs¢t Ihrtrras► gn— PA- Ili] "� = 2}31ji,la* �LV5 t 5u0 form *n w f 4" EHBrl ig 1 x 360./hgcodt Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 Fax: 949.916.3445 www.spirestructu res.com Sheet: S P RE STRUCTURAL II II ENGINEERING Job: 10.122E Hoag dock enclosures 19 Calc By: MVH Date: 11/18/10 Anchorage to Concrete - Hilti KB-TZ (ESR-1917) OSHPD = Bolt # = Conc = Pa = Diameter = her= Type = t= s= till in = Smin = Ana = An = kor = kp = Np.cr = Nb = Loading = $tconc = OPn,conc = 4iVn,conc = lPn,sted = Wn,sted = Pu = Vu = 1 NW 3,000 5/8 4.00 S 6.0 6.0 6.0 2.38 144 108 17 2 5,840 7,449 Seismic 0.65 2,135 5,866 10,479 5,770 *Note: Capacities are decreased by 0.75 for seismic loading 1131 360 Interaction (In I DCR = DCR = DCR = DCR = DCR = DCR = NW or LW psi in Bolt diameter n Effective anchor embedment C = Carbon, S = Stainless in Conc thickness in Anchor spacing in Min member thickness in Min spacing In2 =9'her2 in2 = minl(3'her)(1-5'her*), Arpj Table 3 - 4 [ESR-1917] Table 3 - 4 [ESR-19171 Lbs Table 3 - 4 [ESR-1917] Lbs = kir-(pa)0.5-h et" Seismic or Nonseismic Lbs Lbs Lbs Lbs = (Igconc min(Nb,N p,ri) (A nIA no) = $v,cox'k cp'Nb'(An/A no) Ot,sieel'A se Is Wv,sleet-Vs Lbs Factored tension demand (ULT) Lbs Factored shear demand (ULT) *Note: Demand values have been increased by 1.3 for seismic loading Concrete 0.53 OK N/A N/A Steel 0.11 OK N/A N/A $v,conc = 0.70 stse = 0.75 Cvstee/ = 0.65 1.3'V <0.2—i1.3.Pu <1.0 OV, OP 1.3 -Pa <0.2_ V <_1.0 9, SaV, 1.3-P +1.3-V, <1.2 1i6P 0V Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 Fax: 949.916.3445 www.spirestructures.com Sheet: SPRJE II STRUCTURAL I ENGINEERING Job: 10.122E Hoag dock enclosures 20 Calc By: MVH Date: 11/18/10 Glib- ti WIT V- 1LIT 5frliti (%119 frsh tangly T 231LLi )5E fy2" vur `it j (22t) 1A t.ka,M Cwiti , ltA slatelc- 1J-r263n lAloo Wks: 243 VLP VflM" - S�1PtP lay }' ilu oar lisuu - 512t" ff W¢I.4 7€ 46 $- &k -0; vg--L,, 7G Iva Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 Fax: 949.916.3445 www.spirestructures.com ZPt3 . Ito SP RE STRUCTURAL November 19, 2010 ENGINEERING STRUCTURAL DESIGN CALCULATIONS (City Plan Check Submittal) Loading Dock Baler Enclosure Ci'Y cr "`°;' ,. 10.122E PLANS S V porn _ OF THESE S mi LANS C: RDVANCLE,.P' `A One Hoag Drive T T�r I rl Newport Beach, CA Project Description: CEPMkTMENT E DO,' SS CR Iv^PLIED G_ACH. < ,r Pc� I I . OF THE c r, .E,v PPT ,OWLEDGME^IT;�— �51 G'xATU4E) DATE' Provide a sound enclosure for a Baler equipment s 11/19/10 stem. APPROVAL TO ISSUE Dk E.— — SAX. 23441 South Pointe Drive. Stite 245, Laguna Hills, California 92653 Tel: 949.916.3440 Fax: 949.916.3445 vmnv.spireatlttttres.com Sheet: S P RE STRUCTURAL I I I I ENGINEFRIAG Job: 10.122E Hoag dock enclosures Calc By: MVH Date: 11/18/10 USGS Seismic Design Criteria 301 Newport Boulevard Newport Beach, CA 92660 Conterminous 48 States 2005 ASCE 7 Standard Latitude = 33.624466 Longitude =-117.930618 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.009999999776482582 deg grid spacing Period Sa (sec) (g) 0.2 1.825 (Ss, Site Class B) 1.0 0.683 (S1, Site Class B) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 33.624466 Longitude =-117.930618 Spectral Response Accelerations SMs and SM1 SMs =Fax Ss and SM1 = Fv x S1 Site Class D - Fa = 1.0 ,Fv = 1.5 Period Sa (sec) (g) 0.2 1.825 (SMs, Site Class D) 1.0 1.025 (SM1, Site Class D) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 33.624466 Longitude =-117.930618 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.0 ,Fv = 1.5 Period Sa (sec) (g) 0.2 1.217 (SDs, Site Class D) 1.0 0.683 (SD1, Site Class D) Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 Fax: 949.916.3445 www.spirestructures.com Sheet: sp STRUCTURAL RC ENGINEERING Job: 10.122E Hoag dock enclosures 2 CalcBy: MVH Date: 11/18/10 Unit Loads Roof Loads (Baler) Roof Dead Load Roofing 1/2" securock 2 layer os 2.5 ISO insulation 22ga mtl deck Steel Framing Total at roof Enclosure Walls 2.0 psf 2.0 psf 1.3 psf 1.9 psf 9.3 psf 16.5'psf Steel Framing Metal stud framing Sound insulation panels 24ga mtl cladding 2.5 psf 1.0 psf 2.4 psf 2.1 psf Total 1 '6.0 A, F R2 R, 0 1.00 1 1.00 2 1.00 3 1.00 4 1.00 5 0.95 6 0.90 7 0.85 8 0.80 9 0.75 10 0.70 11 0.65 12 0.60 F = rise per foot A, = trib area (SF) Roof Live (Section 1607.11.21 20 psf (basic) 200 300 400 500 600 1.00 0.90 0.80 0.70 0.60 20.0 18.0 16.0 14.0 12.0 20.0 18.0 16.0 14.0 , 12.0 20.0 18.0 16.0 14.0 ' -12.0 20.0 18.0 16.0 14.0 12.0 20.0 18.0 16.0 14.0 12.0 19.0 17.1 15.2 13.3 12.0 18.0 16.2 14.4 12.6 12.0 17.0 15.3 13.6 - 12.0 12.0 16.0 14.4 12.8 12.0 12.0 15.0 13.5 12.0 12.0 12.0 14.0 12.6 12.0 - 12.0 12.0 13.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 R. = reduction for A, R2 = reduction for slope Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 Fax: 949.916.3445 www.spi restructu res.com Sheet: S P RE S T R U C T U R A I II ENGINEERING Job: 10.122E Hoag dock enclosures 3 Caic By: MVH Date: 11 /18/10 ocip741, sysT015 (Pra.01M4) BALERt;C1(iSJ k 4,Y Vtt (456 7-15, T 12,2 Ilse 0R9114421"Mat1EN t r1= 3.5 .a.= 3.0 (� s3.0 Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 Fax: 949.916.3445 www.splrestruetures.com STRULTURAL E NG IN FER ING Sheet: Job: 10.122E Hoag dock enclosures 4 Calc By: MVH Date: 11/18/10 'WV l;�+t /+-�_� 4 t3k14!- �NG1-�s I-hTE kf tsis �W 4slfoci GS.12'2.2' %'3C p=61416Cp{)-.(G4)1 /T6-3 //T64 i Y %h = 0,00i- t kI 1 t e-Wir = 4,G02s61015)(1,0) (D.35) ( t(1.4,= I3,4PSF 4Ce4,= 0.61 4if L,I1SJ suf hct 1E, Hg 6-10 G Cei = +o,ss _0‹C p = 13,41'sc (0,61 toss) _ 1t3,s,r`E Vc SD5 !it) RI-rAt - littmUV4 \,,/ : 19.3s"4 0L-T 3S/u) xa,i=0.Z4W R5fl �fFf� Ttdt sGnntL WT. Roof -tisF"(tax 65) • fSMc 273i51 0? (T/Alt) Sidi ksr) not Itivr) rQ, tsisnrf&c I4'){=14ro'`:k5v) d Y-91t V- 1594121x14' = 2fi00 Zcatio if, t' W.; If 44„ jet %,. kat :2-4 aKl•AL t13* t;3(�} RAPT kl-Ve„Ls AIM (2sy 11' b% AQ9 o Zt}u , �f C alai;1. ,awl Dl f--c3oo{ �' -3pa'1 =t4flt �r qQ* Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 www.spirestructu res.com Tel: 949.916,3440 Fax: 949.916.3445 ENGINEERING Sheet: Job: 10.122E Hoag dock enclosures 5 CalcBy: MVH Date: 11/18/10 m G1 z LAN ro z ¢ 0 0 z SIN lW I Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 Fax: 949.916.3445 www.spi restructures.com STRUCTURAL Joint Boundary Conditions (Continued) 8 9 10 Joint Label N10 N9A N10A X fkrnl Reaction Hot Rolled Steel Properties Label Y fk/inl Sheet: Job: 10.122E Hoag dock enclosures $ Calc By: MVH Date: 11/18/10 Z Ik(nl Reaction Reaction Reaction Reaction X ROM-ftlradt V Rot.fk-ftradl Z Rotfk-ft/radl Footinc N Therm (11 E5 F) Densdvlk/ft^3 Yieldfksi 1 A36 Gr.36 29000 11154 .3 .65 .49 36 2 A572 Gr.50 29000 11154 .3 .65 .49 3 A992 29000 11154 .3 .65 .49 50 4 A500 Gr.42 29000 11154 .3 .65 .49 42 5 A500 Gr.46 29000 11154 .3 .65 .49 46 Member Distributed Loads (BLC 1 : D) Member Label Direction Start Macnitudejk/ft.... End Magnitudefklft.d... Start Locationfft.%1 End Locationfft.%1 t M2 ] Y -.041 F -.041 0 _I 0 Member Distributed Loads (BLC 2 : Lr) Member Label Direction Start Ma nitude ft ... nit ft d. rt L ti n ft °° End Loh tionjfl °AtI M2 -.065 -.065 0 i 0 Member Point Loads (BLC 1 : D) Member abel Macnitudefk.k-ft Location Lfl %1 1 M6 Y -.19 M Y 19 6.5 Member Point Loads (BLC 2 : Lr) Member Label M6 M6 Member Point Loads (BLC 3 : El Member Label Direction Y Magnitudelk k-ft,1 -3. Maonitudefk k-ft LocationfR,%1 6.5 0 Locationift 1 M1 X .212 .67 2 M1 X .212 14 3 M5 X .212 .67 4 M5 X 212 14 Member Point Loads (BLC 4 : W) Mem nitudefk k- Locationfft 1 M1 X .36 .67 2 M1 X .36 14 3 M5 X .65 .67 4 M5 X .65 14 Basic Load Cases 1 D None 2 1 2 Lr None 2 1 3 E _- None 4 4 W None I 4 RISA-3D Version 8.1.1 [P:1...1...\...\...111 Calculations100 Current City\Baler Frame 101810.r3d] Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 www.spirestructures.com Page 2 Fax: 949.916.3445 Sheet: SP STRUCTURAL RE ENGINEERING Load Combinations Job: 10.122E Hoag dock enclosures 9 CalcBy: MVH Date: 11/18/10 1 uescrioion 1.2D + 0.5Lr A'oI .Pu Yes sit ULC 1 Factor 1,2 HLC 2 Factor .5 FHA; Factor FILL; Factor FILL, Factor FILU:ractor t3Li Factor FILL. raaor 2 1,2D+1:6Lc+0:8WYes 1 12 2 1.6 4 .8_ 3 1.2D + 1.6W + 0.5Lr Yes 1 1.2 4 1.6 2 .5 4 1.20+E+0:5Lr Yes 1 1.2 3 1 2 .5 5 0.9D + 1.6W Yes 1 .9 4 1.6 6 0.9D + E Yes 1, .9 3 1 Envelope Joint Reactions LC -ftl LC MY fk-ftl LC MZ k-ft 1 N1 max .019 1 .368 1 0 1 0 1 0 1 0 1 2 min -.838 5 -:773 5 0 1 0 1 0 1 0 1 3 N4 max -.019 1 1307 3 0 1 0 1 0 1 0 1 4 min - 325 3 368 1 0 1 0 1 0 1 0 1 5 N2 max 0 1 0 1 0 1 0 1 0 1 0 1 6 min 0 1 0 1 0 1 0 1 0 1 0 1 7 N3 max 0 1 0 1 0 1 0 1 0 1 0 1 8 min b 1 0 1 0 1 0 1 0 9 N7 max 0 1 .378 1 0 1 0 1 0 1 0 1 10 min -1 066 3 -2 176 < 5 0 1 0 1 0 1 0 1 11 N8 max 0 1 0 1 0 1 0 1 0 1 0 1 12 min 0 1 0 1 0 1 0 1 0 1 0 1 13 N9 max 0 1 0 1 0 1 0 1 0 1 0 1 14 min 0 1 1 0 1 0 1 0 1 0 1 15 N10 max 0 1 _0 2.725 3 0 1 0 1 0 1 0 1 min -1014 3 378 1 0 1 0 1 0 1 0 1 17 N9A max 0 1 0 1 0 1 0 1 0 1 0 1 18 min 0 1 0 1 0 1 0 1 0 1 0 1 19 N10A max 0 1 0 1 0 1 0 1 0 1 0 1 20 min 0 1 0 1 0 1 0 1 0 1 0 1._ 21 Totals: max 0 1 2.795 2 0 1 22 min -3.232 3 .6a 5 Envelope Joint Displacements LC LC X Rotation . LC Y Rotation ... LC Z Rotation .. LC 1 N1 max 0 5 0 5 0 1 0 1 0 1 3.425e-4 1 2 min _� 0 1 0 1 0 1 0 1 0 1-2.054e-2 5' 3 N2 max 2.436 3 .001 5 0 1 0 1 0 1-6.877e-4 1 4 min 0 -' 1 0 1 0 1 0 1 0 1-4.083e-3 3 5 N3 max 2.435 5 0 1 0 1 0 1 0 1 6.877e-4 1 min 0 1 -002 3 0 1 0 1 0 1=3.323e-3 5 7 N4 max 0 3 0 1 0 1 0 1 0 1-3.425e-4 1 8 min 0 1 0 3 0 1 0 1 0 1-2.025e-2 3 9 N7 max 0 3 0 5 0 1 0 1 0 1 0 1 10 min 0 1 0 1 0 1 0 1 0 1-2.635e-3 3 11 N8 max 1067 3 001 5 0 1 0 1 0 1 0 1 12 min 0 1 0 1 0 1 0 1 0 1-2,156e-3 3 13 N9 max 1.066 3 0 1 0 1 0 1 0 1 0 1 14 min 0 1 - 002 ' 3 0 1 0 1 0 1- .164 3 15 N10 max 0 3 0 1 0 1 0 1 0 1 0 1 16 min 0 1 0 3 0 1 1 .59 1I!! 17 N9A max .021 3 0 5 0 1 0 1 0 1 0 1 18 min 0 1 01 0 i 0 i 0 1.505e- 3 19 N10A max .021 3 0 1 0 1 0 1 0 1 0 1 20 min 0 1 0 3 0 1 0 T 3 s RISA-3D Version 8.1.1 [P:\...\...1...1...\11 Calculations\00 Current City Baler Frame 101810.r3d] Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 www.spirestructures.com Page 3 Fax: 949.916.3445 Sheet: S P RE S T R U C T U R A L ENGINEERING Envelope Member Section Forces Job: 10.122E Hoag dock enclosures 10 Calc By: MVH Date: 11/18/10 -ftl LC v-v Momen... LC z-z Momen... L 1 M1 1 max .368 1 .838 5 0 1 0 1 0 1 0 1 2 min -:773 5 -.0191 1 1 0 1 0` 1 0 1 0 I- 1 3 2 max .36$ 1 .262 5 0 1 0 1 0 1 .015 1 4 min -.773 5 -.019 '1 0 1 0 1 0 1 -.59 5 5' 3 i max .368 1 .262 5 0 1 0 1 0 1 .03 1 6 min-773 5 -.019 J 1 0 1 0 1 0 1 -.793 5 7 4 max .368 1 .262 5 0 1 0 1 0 1 .045 1 8 min -773 5 -.019 1 I 0 1 0 1 0 1 -,997 -5 9 5 max .368 1 .262 5 0 1 0 1 0 1 .06 1 10 : - min - 773 5 -.019 1 0 1` 0 1 0 1 -1,201'- 5 11 6 max .368 1 262 5 0 1 0 1 0 1 .075 1 12 min -.773 5 - 019 - 1 0 < 1 0 1 0 _1 -1.405 $ 13 7 max' .368 1 .262 5 0 1 0 1 0 1 .09 1 14 min -.773 5 -.019 1 0.- 1 0 1 0 1 -1.609 5 15 8 max .368 1 .262 5 0 1 0 1 0 i1 .105 1 16 min ,-773 -5 -019 1 b" 1 0 1 0 1 -1.812 5 17 9 max .368 1 .262 5 0 1 0 1 0 1 .12 1 18 min -.773' 5 -.019 1 0 1 0 1 0- 1 -2.016 5 19 10 max .368 1 .262 5 0 1 0 1 0 1 135 1 20 1 min -:773 5 -.019 1 0 1 0 1 0 1 -222_ 5' 21 11 max .368 1 .262 5 0 1 0 1 0 1 .15 1 22 min = 773 - 5 - 019 1 Q 1 0 1 0 1 -2,424 '5 23 12 max .368 1 .262 5 0 1 0 1 0 1 .165 1 24 min -.773 5` -.019 1 0 1 0 1 0 1 ,-2.628 ' 5: 25 13 max .368 1 .262 5 0 1 0 1 0 1 .18 1 26 min -:773 5 -.019 _ 1 0 1 0 1 0 1 -2.831 5 27 14 max .368 1 .262 5 0 1 0 1 0 1 .195 1, 5 28 min - 773 5 -.019 1 0 1 0 1 0 1 -3.035 ` 29 15 max .368 1 .262 5 0 1 0 1 0 1 .21 1 30 min -.773 '- 5 -.019 1 0 1 0 1 0 1 -3.239 5 31 16 max .368 1 .262 5 0 1 0 1 0 1 .225 1 32 min -.773 5 019 1 0 1 0 1 0 1 -3.443 5 33 17 max .368 1 .262 5 0 1 0 1 0 1 .24 1 34 min : -.773 5 -.019 1 0 1 0 1 0 1' -3.646' 5 35 18 max .368 1 .262 5 0 1 0 1 0 1 .256 1 36 min -.7 5 - r 9 1 0 1 0 1 -3.85 5 37 19 max .368 1 .262 5 0 1 0 1 0 1 .271 1 38 min -.773 5 -.019 1 0 1 0 1 0 1 -4.054 5 39 M2 1 max .325 3 .368 1 0 1 0 1 0 1 .271 1 40 min .019 .1 -.773 5 0 1 0 1 0 1 -4.054 5 41 2 max .325 3 .327 1 0 1 0 1 0 1 .097 1 42 min 019 1 -7.1 0 1 0 1' 0 1 -3.663 5 43 3 max .325 3 .286 1 0 1 0 1 0 1 -.056 1 44 min .019 1 - 81 5 0 1 0 1 0 1 -3.294 3 45 4 max 325 3 1 0 1 0 1 0 1 . 1 min .019 1 -.828 5 0 1 0 1 0 1 -2.95.957 3 47 5 max .325 3 .204 1 0 1 0 1 0 1 -.301 1 min .019 1 -.847 5 0 1 1 0 1 0 1 -2.6 3 49 6 max .325 3 .163 1 0 0 1 0 1 -.393 1 50 1 min .019 1 -.865 0 1 0 1 0 1 -2.222 3 51 7 max .325 3 .123 1 0 1 0 1 0 1 -.465 1 52 min 019 1 -.884 5 0 1 0 1 0 1 -1.824' 3 53 8 max .325 3 .082 1 0 1 0 1 0 1 -.516 1 54 min 019 1' _ -.902 5 4 1 0 1 0 1 -1.412 2' 55 9 max .325 3 .041 1 0 1 0 1 0 1 -.402 6 min .019 1 -.92 5 0 1 0 1 0 1 -1.235 2 57 10 max_ .325 3 0 1 0 1 0 1 0 1 -203 5 min' .019 1 -.939 3 0 1 0 1 0 1 -1.02 2 59 11 max 325 3 -.041 1 0 1 0 1 0 1 .271 5 as RISA-3D Version 8.1.1 [P:1...\...\...\..111 Calculations\00 Current City\Baler Frame 101810.r3d] Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 www.spirestructures.com Page 4 Fax: 949.916.3445 Sheet: SP STRUCTURAL RE ENGINEERING Job: 10.122E Hoag dock enclosures 6 Calc By: MVH Date: 11/18/10 Co C E 0 2 N CO O. C O =a > N U c m J ll N CO ' N N - .e E N J m 2 Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 Fax: 949.916.3445 www.spirestructures.com Sheet: Job: 10.122E Hoag dock enclosures 7 Cale By: MVH Date: 11/18/10 Global Display Sections for Member Calcs 19 Max Internal Sections for Member Calcs 91 Include Shear Deformation Yes Include' Warping Yes Area Load Mesh (in^2) 144 Tolerance(in]. .12 Merge P-Delta Analysis Tolerance 0 50% Vertical Axis Y Hot Rolled Steel Code AISC: LRFD 13th Cold Formed Steel Code AISI 99: ASD Wood Code NDS 91/97: ASD Wood Temperature l < 100F Concrete Code ACI 1999 Masonry Code MSJC 05/IBC 06 ASD Number of Shear Regions 4 Region Spacing Increment (in) 4 _ Biaxial Column Method PCA Load Contour Parme Beta Factor (PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections Yes Bad Framing Warnings Unused Force Warnings Member Primary Data No Yes I Design Rules 1 M1 N1 N2 HSS4X4X5 Beam Wide Flange A500 Gr.46 Typical 2 M2 N2 N3 HSS4X4X5 Beam Wide Flange moo Gr.46 Twical 3 M3 N3 N4 HSS4X4X5 Beam Wide Flange A500 Gr.46 Typical 4 M5 N7 N8 HSS4X4X5 Beam Wide Flange A500 Gr.46 Typical 5 M6 N8 N9 HSS4X4X5 Beam Wide Flange A500 Gr.46 Typical 6 - M7 N9 N10 HSS4X4X5 Beam Wide Flange A500Dr.46 , Typical Typical 7 M7A N9A N10A HSS4X4X5 Beam Wide Flange A36Gr.36 Joint Coordinates and Temperatures Z rill Tema IF Detach From Dis 1 N1 0 0 0 0 2 N2 0 14 0 0 3 N3 9 14 0 0 4 N4, 9 0 0 0 5 N7 12.5 0 0 0 6 N8 12:5 14 0 0 7 N9 19 14 0 0 8 N10 19 0 0 0 9 N9A 12.5 .67 0 0 10 N10A 19 67 0 0 Joint Boundary Conditions -ft/radl Y Rotfk-Nradl Z Rot.fk-ftlradl F 1 N1 Reaction Reaction Reaction 2 N4 Reaction Reaction Reaction 3 N2 Reaction 4 N3 Reaction 5 N7 Reaction Reaction Reaction 6 N8 Reaction 7 N9 Reaction RISA-3D Version 8.1.1 [P:1...1.......1...\11 Calculations100 Current City1Baler Frame 101810.r3d] Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 www.spi restructu res.com Page 1 Fax: 949.916.3445 Sheet: SP RE STRUC URAL ENGINEERING Job: 10.122E Hoag dock enclosures 11 Calc By: MVH Date: 11/18/10 Envelope Member Section Forces (Continued) iallkl LC v Shearfkl LC z Shearfkl LC Torauelk-ftl LC v-v Momen... LC z-z Momen... LC 60 min .019 1 - 98 3 0 1 0 1 0 1 -.766 2 61 12 max .325 3 -.082 1 0 1 0 1 0 1 .755 5 62 min .019 1 -1.021 3- 0 1 0 1 0 1 -.516:: 1 63 13 max .325 3 -.123 1 0 1 0 1 0 1 1.247 5 64 min :.019 1 -1 061 3 0 1 0 1 0 1 -.465 1 65 14 max .325 3 -.163 1 0 1 0 1 0 1 1.749 5 66 min " .019 1' -1.102 ' 3 0 1 1 0 1 0 1: -.393 1 67 15 max .325 3 -.204 1 0 1 0 1 0 1 2.26 5 68 min -:.019 1 -1143 3 0 1 0 1 0 1 -.301 1 69 16 max .325 3 -.245 1 0 1 0 1 0 1 2.78 5 70 min - .019 1 -1184 3 0: 1 0 1 0 1' -.189:' 1 71 17 max .325 3 - 286 1 0 1 0 1 0 1 3.309 5 72 min .019 ` 1 -1 225 3 0 ' - 1 0 1 0 = 1 -.056 ' 1 73 18 max .325 3 -.327 1 0 1 0 1 0 1 3.901 3 74 min : 019 1 -1266 3 0 : 1` 1 0 1: 097 1 75 19 max .325 3 -.368 1 0 1 ____Si 0 1 0 1 4.544 3 76 min ` 019 1 -1.307 3 0 1 0 1 0 1 271 '1 77 M3 1 max 1.307 3 -.019 1 0 1 0 1 0 1 -.271 1 78 : min .368: 1 1 -325 3 0 1 0 1 0 1 -4.5441 3 79 2 max 1.307 3 -.019 1 0 1 0 1 0 1 -.256 1 80 : min :368 1 -325 3 0 1 ,- 0 1 0 1 -4.292' 3 81 3 max 1.307 3 -.019 1 0 1 0 1 0 1 -.24 1 82 min 3681 - 325 3 0 1 0 1 0 1 -4.039 3 83 4 max 1.307 3 -.019 1 0 1 0 1 0 1 -.225 1 84 min , 368 _ 1 - 325 3 0 1 0' 1 1 0 1 -3.787 3 85 5 max 1.307 i 3 - 019 1 0 1 0 1 0 1 -.21 1 86 min :368 :1 -325 3 0 1: 0 1 0 1 -3.534 3 87 6 max 1.307 3 -.019 1 0 1 0 1 0 1 -.195 1 88 min 368 1 - 325 3 0 1 0 1 0 1 -3.282 ::_ -.18 1 89 7 max 1.307 3 -.019 1 0 1 0 1 0 1 90 min 368 :1 1 -.325 ' 3 0 1 0 1 0 1 -3029 3 91 8 max 1.307 3 -.019 1 0 1 0 1 0 1 -.165 1 92 min 368 1 - 325' 3 0 1 0 1- 0 1 -2.777 3 93 9 max 1.307 3 -.019 1 0 1 0 1 0 1 -.15 1 94 min .368 1 -.325 3 0 1 0 1 0 1 :-2.525 3' 95 10 max 1.307 3 -.019 1 0 1 0 1 0 1 -.135 1 96 min 368 1 - 325 3 0 1 0 101 -2.272 3 97 11 max 1.307 3 -.019 1 0 1 0 1 0 1 -.12 1 98 min 368 1 - 325 3 0 1 0 101 -2,02 3 99 12 max 1.307 3 -.019 1 0 1 0 1 0 1 -.105 1 100 min r 368 1 - 325 3- 0 1 0 1 0 1" -1.767 3 101 13 max 1.307 3 -.019 1 0 1 0 1 0 1 -.09 1 102 min .36 8 1 1' -.325 3 0 1 0- 1 0 1-1.515 3 103 14 max 1.307 3 -.019 1 0 1 0 1 0 1 -.075 1 104. min 368. 1 -.325 3 1 0- 1 0. 1 -1.262 3 105 15 max 1.307 3 -.019 1 0 1 0 1 0 1 -.06 1 106 min .368 1 -.325 3 0 1 0 1 0 1 -1.01 3 107 16 max 1.307 3 -.019 1 0 1 0 1 0 1 -.045 1 108 min - .368 1' -.325 3 0 1` 0 101 -.757 3 109 17 max 1.307 3 -.019 1 0 1 0 1 0 1 -.03 1 110 min .368 1 -.325 3 0 1 0 1 0 1 -.505 3 111 18 max 1.307 3 -.019 1 0 1 0 1 0 1 -.015 1 112 min .368 1 -.325 3 0 1 0 101 -.2523 113 19 max 1.307 3 -.019 1 0 1 0 1 0 1 0 1 114 min 368 1 1 -.325 3 0 1 0 1 0 1' 0 1 115 M5 1 max .378 1 1.066 3 0 1 0 1 0 1 0 1 116 min -2.176 5 0 1 0 1 0. 1: 0 : 1.. 0' 1 117 2 max .378 1 .519 3 0 1 0 1 0 1 3.356 3 118: min -.909 5 0 1 0 1-0 1 0 T 01 119 3 max .378 1 .519 3 0 1 0 1 0 1 2.953 5 RISA-3D Version 8.1.1 [P:1...1...1...1...111 Calculations100 Current City\Baler Frame 101810.r3d] Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 www.spirestructures.com Page 5 Fax: 949.916.3445 S P 1,, RE STRUM,FURAL ENGINEERING Sheet: Job: 10.122E Hoag dock enclosures 12 Calc By: MVH Date: 11/18/10 Envelope Member Section Forces (Continued) LC Torauerk-ftl 120 ' min - 909 S 0 1 0 1 0 1- 0 1 '0 1 121 4 max .378 1 .519 3' 0 1 0 1 0 1 2.549 5 122 min -909 5 0 1 0 1 0 1 0 1 0 1 123 5 max .378 1 .519 3 0 1 0 1 0 1 2.145 5 124 min -.909 5 0 1 0 1 0 1 0 1. 0. 1 125 6 max .378 1 .519 3 0 1 0 1 0 1 1.741 5 126 min -.909 5 0 1 0 i 1 0 1 0 1 0 1 127 7 max .378 1 .519 3 0 1 0 1 0 1 1.337 5 128 imin <-909 5 0 1 0 1 0 1 0 1 0 1 1 129 8 max .378 1 .519 3 0 1 0 1 0 1 .933 5 130 Imin -909 5 0 1 0 1 0 i 0 1 0 1 131 9max .378 1 .519 3 0 1 0 1 0 1 .53 5 132 I min 1-.909 5- 0' 1 0 1 0 1 0 1 0 1 133 10 max .378 1 .519 3 0 1 0 1 0 1 .126 5 134 imin -.909 5 0 1 0 1 0 T- 0 1 0 1 135 11 max .378 1 .519 3 0 1 0 1 0 1 0 1 136 Imini -909 5 0 1 0 1 0 1 0 1 -278 -'3 137 12 max .378 1 .519 3 0 1 0 1 0 1 0 1 138 min I -.909 5 0 1 0 1 0 1 0 1 -.682 3 139 13 max .378 1 .519 3 0 1 0 1 0 1 0 1 140 I min -.909 5 0 1 0 1 0 1 0 1 -1.086 ':3 141 14 •max .378 1 .519 3 0 1 0 1 0 1 0 1 142 I min -.909: 5 1 0 1 0 1 0 1 -1.49 _. 3 143 15 •max .378 1 .519 3 0 1 0 1 0 1 0 1 1441 1min 1 `-.909 50 1 0 1 0 1 0 1 -1.893 '3 145 16 max .378 1 .519 3 0 1 0 1 0 1 0 1 146 min -:909 5 0 1 0 1 0 1 0 1 -2.297- 3 147 17 max .378 1 .519 3 0 1 0 1 0 1 0 1 148 Imin -.909 5 0" 1 0 1 0 1 0 1 -2.701 3 149 18 max .378 1 .519 3 0 1 0 1 0 1 0 1 150 , ..I min -.909 5 0 1 0 1 ,.. 0 -: 1 0 1 -1105'- 3 151 19 max .378 1 .519 3 0 1 0 1 0 1 0 1 152 Imin "-909 5 0 1 0 1 0 1 0 1 -3.509' 3 153 M6 1 max .521 3 0 1 0 1 0 1 0 1 0 1 154 1 min 0 1 -1 08 3 0 1 0 1 0 1 -3.509 3 155 2 max .521 3 0 1 0 1 0 1 0 1 0 1 156 I min r 0 1 -1,08 3 0 1 0 1 0 1 -3.119 3'' 157 3 max .521 3 0 1 0 1 0 1 0 1 0 1 158 i min 0 1 -1 08 3 0 1 0 1 0 1 -2.729' 3 159 4 max .521 3 0 1 0 1 0 1 0 1 0 1 160 min 0 1` -1 08 3 0 1 0` 1 0 1 -2i338 -3 161 5 max .521 3 0 1 0 1 0 1 0 1 0 1 162 min 0 1 -108 3 1 0 1 0 1 0 1 -1.948 .3 163 6 max .521 3 0 1 0 1 0 1 0 1 0 1 164 1 min 0 1 -108 3 0 1 0 1. 0 1 -1558 3. 165 7 max .521 3 0 1 0 1 0 1 0 1 0 1 166 min 0 1 -108 3 0 1 0 1 0 1 -1.168 3 167 8 max .521 3 0 1 0 1 0 1 0 1 0 1 168 min 0 1: -1.08 1 3 0 1 0 1 0 1 1 -.778 ' 3 169 9 max .521 3 0 1 0 1 0 1 0 1 0 1 170 min 0 1-108 13 0 1 0 1 0 1,..-.388 3 171 10 max .521 3 0 1 0 1 0 1 0 1 .002 3 172 ' min 0- 1 -1 08 3 0 1 0 1 0 1 0 1 173 11 max .521 3 0 1 0 1 0 1 0 1 .392 3 174 min 0 1 -1 08 3 0 1 0 1 0 '1 0 1 175 12 max .521 3 0 1 0 1 0 1 0 1 .783 3 176 min 0 1. -1.08 3 0 1 ' 0 " . 1.... 0 1. ". 0 1 177 13 max .521 3 0 1 0 1 0 1 0 1 1.173 3 178 - min 0 1 -1J8 3 0 - 1 . 0:. 1 - 0 1 0- 1 179 14 max .521 3 0 1 0 1 0 1 0 1 1.563 3 RISA-3D Version 8.1.1 [P:1...1...\...\..\11 Calculations\00 Current City\Baler Frame 101810.r3d] Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 www.spirestructures.com Page 6 Fax: 949.916.3445 Sheet: SP STRUCTURAL RE ENGINEERING Job: 10.122E Hoag dock enclosures 13 Calc By: MVH Date: 11/18/10 Envelope Member Section Forces (Continued) Member Sec Axiallkl LC v Shearfkl LC z Shearlkl LC Torauelk-Rl LC v-v Momen... LC z-z Momen... LC 180 min 0 1 -108 3 I 0 1 0 1 0 1 0 1! 181 15 max .521 3 0 1 0 1 0 1 0 1 1.95 3 182 min 0 1 -108 3 0 1 0 1 0 1 0 1 183 16 max .521 3 0 1 0 1 0 1 0 1 2.343 3 184 min o 1 -108 3 0 1 1 1 0 1 i 1 185 17 max .521 3 0 1, 0 1 0 1 0 1 2.733 3 18 min o o:' r o 1 e 0 1; 187 18 max .521 3 0 1 0 1 0 1 0 1 3.123 3 188 min 0 1 -1 08 3 0 1 0 1 0 1 0 .' 189 19 max .521 3 0 1 0 1 0 1 0 1 3.513 190 nun 0 1 -1 08 3 0 1 0 1 0 1 0 191 M7 1 max 1.458 3 0 1 0 1 0 1 0 1 0 1 2 min 378 1 -: 0 1 i 1 0 1 -: 1_ 193 2 max 1.458 3 0 1 0 1 0 1 0 1 0 194 i . 7:; 1 - 21 0 0 1 o t: 195 3max 1.458 3 0 1 0 1 0 1 0 1 0 1 196 min - 378 1 -521 3 0- 1 0 1 c 0 1 1 -2.703 3 197 4max 1.458 3 0 1 0 1 0 1 0 1 0 1 198 min: 378 1 -521 3 0 1 0 1 0 1 -2298 3 199 5 max 1.458 3 0 1 0 1 0 1 0 1 0 1 7: _ 1 0 1 e. 1 o 201 6 max 1.458 3 0 1 0 1 0 1 0 1 0 41 o "n. 8 _ o r 1 0 203 7 max 1.458 3 0 1 0 1 0 1 0 1 0 1 204 min ,378 1 -521 3 0 1 0 1 0 1 -1.083 205 8 max 1.458 3 0 1 0 1 0 1 0 1 0 -106 min 78 1 -.21 3 0 I 1 - 0 1 - 1 -.•7: 207 9 max 1.458 3 0 1 0 1 0 1 0 1 0 4. i - 21 3 0 Y 1 o 209 10 max 1.458 3 0 1 0 1 1 0 1 0 1 .132 3 210 min :378 1 -.521 3 0 1 0 1 0 1 0 1 211 11 m.x 1.458 3 0 1 0 1 0 1 0 1 .537 3 212 min 378 ' 1 -521 3 0 1 0 11 0 1 0 213 12 max 1.458 0 1 I 1 0 1 0 1 .942 F� min . 78 1- -.521 3 0 1� 0 1 0 1 I ® 13 . 1.458 3 0 1 0 1 0 1 0 1 1.347 3 o .378 1 -. 21 30 1 0 I 1 I 1 217 - 14 max 1.458 3 0 1 0 1 0 1 0 1 1.752 3 min .378 1 - 521 3 0 1 0 1 0 1 0 - 1 15 max 1_458 3 0 1 0 1 0 1 I 1 2.1 7 220 min .378 1 -.521 3 0 1 0 1 0 T 0 1 221 16 max 1.458 3 0 1 0 1 0 1 0 1 2.562 3 [222 223 min . 7: - 21 3 o i 1- o 1 0 1 17 max 1.458 3 0 1 0 1 0 1 0 1 2.967 3 224 min .378 1 - 521 3 0 1 1 0 1 0 1 0 1 225 18 max 1.458 3 0 1 0 1 0 1 0 1 3.372 3 % min . 78 1 -.521 0 1 0 1 0 1 0 1 227 - 19 m.x 2.725 3 0 1 0 1 0 1 0 1 0 1 min .378 1 -1.014 3 0 _ 1 - 0 1 0 1 11 M7A 1 max .493 3 0 1 0 1 0 1 0 1 0 o uin 1 1 -1 67 o 1 0 e 1 -4.1 7 231 2 max .493 3 0 1 0 1 0 1 0 1 0 232 min 0 1 -1.267 3' 0 1 0 1 0 1 -3.669 233 3 max .493 3 0 1 0 1 0 1 0 1 0 234 min 0 1 -1 267 3 0 1 0 4 0 1 -3.212 235 4 max .493 3 0 1 0 1 0 1 0 1 0 236 min 0 1 -1.267 3 0 1 0 1 0 1 - .754 237 5 max .493 3 0 1 0 1 0 1 0 1 0 1 o • f: o i '. i 1 _.. o _• 7 3 239 6 max .493 3 0 1 0 1 0 1 0 1 0 1 RISA-3D Version 8.1.1 [P:\...1...\...1...\11 Calculations\00 Current City\Baler Frame 101810.r3d] Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 www.spirestructures.com Page 7 Fax: 949.916.3445 Sheet: SP STRUCTURAL RE ENGINEERING Job: 10.122E Hoag dock enclosures 14 Calc By: MVH Date: 11/18/10 Envelope Member Section Forces (Continued) Member Sec Axial(kl LC v Shearlkl LC z Shearlkl LC Torouelk-ftl LC v-v Momen.. LC z-z Momen... LC 240 min 0 1 -1.267 3 0 1 0 1 0 1 -1.839 3 241 7 max .493 3 0 1 0 1 0 1 0 1 0 1 242 min - 0 1.-1267 3 0 1 0 1 0 1 -1.382 3 243 8max .493 3 0 1 0 1 0 1 0 1 0 1 244 min ' 0 1 `-1267 3 0 1 0 1 0 1 -924 3 245 9max .493 3 0 1 0 1 0 1 0 1 0 1 246 min 0 1 -1.267 3 0 1 0 1 0 1 -.467 3 247 10 max .493 3 0 1 0 1 0 1 0 1 0 1 248 min 0' 1 -1 267 3 0 1 0 1 0 1 -01 3 249 11 max .493 3 0 1 0 1 0 1 0 1 .448 5 250 min 0 ` 1 -1267 -3 -. 0 1 0 1 0 1' 0' 1 251 12 max .493 3 0 1 0 1 0 1 0 1 .905 5 252 min 0 1 I'-1.267" 3 • 1 0 1 0 1 0 1 253 13 max .493 3 0 1 0 1 0 1 0 1 1.363 5 3 min - 0 1 -1 267 3 0 -' 1 0 1 0 1 Q 1 255 14 max .493 3 0 1 0 1 0 1 0 1 1.82 5 256 min 0 1 -1 267 3 0 1 0 1 0 1 0 ' 1 257 15 max .493 3 0 1 0 1 0 ' 1 0 1 2.278 5 258 min 0 1 -1 267 3 0 - 1 0 1 0 1 0 1 259 16 max .493 3 0 1 0 1 0 1 0 1 2.735 5 260 min 0 1 -1.267 3 0 1 0 1 ', 0 1 0 1 261 17 max .493 3 0 1 0 1 0 1 0 1 3.193 5 262 min 0 1 -1 267' 3 0 1 0 1 0 1 0 1 263 18 max .493 3 0 1 0 1 0 1 0 1 3.65 5 264 min 0 1 -1.267 3 0 1 0 1 0 1 0 1 265 19 max .493 3 0 1 0 1 0 1 0 1 4.108 5 266 min 0 1 -1.267 3 0 1 0' [ 1 0 1 0 1 Envelope MSC 13th LRFD Steel Code Checks *Pnc Ikl ohi'Pnt fk1 ohi'Mn v-...ohi'Mn z-... Cb Ean 1 M1 HSS4X4X5 -P-Delt.. T 2 M2 - HSS4X4X5 -,P-Delt.. 3 M3 HSS4X4X5 -P-Delt.. 4 M5 HSS4X4X5 -P-Delt.. 5 M6 HSS4X4X5 - P-Dolt.. 6 M7 HSS4X4X5 -P-Delt:: 7 M7A HSS4X4X5 - P-Delt.. RISA-3D Version 8.1.1 [P:1...1...1...1...111 Calculations100 Current City1Baler Frame 101810.r3d] Page 8 Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 Fax: 949.916.3445 www.spl restructu res.com STR U C1 UR A L ENGINEERING Sheet: Job: 10.122E Hoag dock enclosures 15 Calc By: MVH Date: 11/18/10 GWit- t Tk1' flow `144-Clusra(6141 rs+l kv ii'lw- rani' `77Z � r : no PP Lv2%Lny Mum 44,D1°i , ( O - root Lot VR.•1,7G01-01 z�J M-f(Vt) (wtt1v,4(AJ) mot} 4 t,414.* k attkot kn 21 rLP GAi►-1 Ut% iQ (136 1.20 a 45Ct241‘C 't-T.DAsq fpUrou ' S g27Ly • I f wE1 v Pet 46 Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 Fax: 949.916.3445 www.spirestructures.com STRUC IURAL ENGINEERING inc Sheet: Job: 10.122E Hoag dock enclosures 16 Calc By: MVH Date: 11/18/10 MAX- Ai4A-ticrcAt EkvAt (t pm. VMAK t I,066 --4 y c tp66t 4. tMs 1? 63VMuu * 5 3341hH6ttye (w V--,I14,2> x 1.3 = 1,31.24/matot x i.3 r 'OW/4104'— s 5rt.E. s45 bIttic— ,4uO A$ W!B''Watt Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 Fax: 949.916.3445 www.splrestructures.com Page 1 of 2 Anchor Calculations Anchor Designer for ACI 318 (Version 4.2.0.2) Job Name : Hoag Enclosures Calculation Summary -ACI 318 Appendix D For Cracked Concrete Anchor Anchor Steel # of Anchors Embedment Depth (in) Category 3/4" Heavy Hex Bolt F1554 GR. 36 1 8 N/A Concrete Concrete Cracked ru(psi) Gov Normal weight Yes 3000.0 1.00 Condition Thick ess (in) Suppl. Edge Reinforcement B tension and shear 16 No Factored Loads Nun (Ib) Vijay (Ib) Vijay (Ib) Mux (Ib"ft) Muy (Ib"ft) 1772 693 693 0 0 ex(in) ey(in) Mod/high seismic Apply entire shear @ front row 0 0 No No Individual Anchor Tension Loads N ua1 (Ib) 1772.00 e'NX(in) eNy(in) 0.00 0.00 Individual Anchor Shear Loads V ua1 (Ib) 980.05 ew(in) evy(in) 0.00 0.00 Tension Strengths Steel (4) = 0.75 ) Naa(Ib) 44Nsa(Ib) Nua(Ib) N ua/raNaa 19370 14527.50 1772.00 0.1220 Concrete Breakout (4) = 0.7 ) Nt(lb) 4)Ncb(Ib) Nua(Ib) Nua /4Nth 13369.76 9358.83 1772.00 0.1893 17 Dale/Time : 11/18/2010 4:35:39 PM about:blank 11/18/2010 Page 2 of 2 Pullout (4) = 0.70 ) Npn(lb) 4Npn(lb) Nua(Ib) Nue /4)Npa 21864.00 15304.80 1772.00 0.1158 Side -Face Blowout does not apply Shear Strengths Steel (41 = 0.65 ) Vaa(Ib) 4)Vsa (lb) Vua(lb) V us ftbVaa 11625 7556.25 980.05 0.1297 Concrete Breakout (case 1) (4) = 0.70 ) Vcbx(Ib) OVthx(Ib) Vuax(lb) Vuax /4'Vcbx 16679.79 11675.86 693.00 0.0594 Vcby(Ib) 41Vthy(Ib) Vuay(lb) Vuay /QVmy Vua /4Ncb 16679.79 11675.86 693.00 0.0594 0.0839 Concrete Breakout ( ase 2) does not apply o single anchor layout Concrete Breakout (case 3) (4) = 0.70 ) cx1 edge Vcby(Ib) 4)Vaay(Ib) Vuay(lb) Vuay ADVcby 12327.72 8629.41 693.00 0.0803 cy1 edge Vnbx(Ib) 41Vmx(Ib) Vuax(lb) Vuax /'aVcbx 12327.72 8629.41 693.00 0.0803 c 2 edge Vcby(Ib) (DVsay(lb) Vuay(lb) Vuay /mVcby 46461.82 32523.28 693.00 0.0213 cy2 edge Vcbx(Ib) OVmx(Ib) Vuax(Ib) Vuax /DVcbx Vua /4?Vcb 46461.82 32523.28 693.00 0.0213 0.1136 Pryout (d? = 0.70 ) Vcp(Ib) WVcp(Ib) Vuax(lb) Vuax/.:DVcp 26739.52 18717.67 693 0.0370 Vcp(Ib) 41Vcp(Ib) Vuay0b) Vuay /'PVcp Vua /WVcp 26739.52 18717.67 693 0.0370 0.0524 Interaction check V.Max(0.13) <= 0.2 and T.Max(0.19) <= 1.0 [Sec D.7.1] Interaction check: PASS Use 3/4" diameter F1554 GR. 36 Heavy Hex Bolt anchor(s) with 8 in. embedment 18 about:blank 11/18/2010 S P ik RE STRUCTURAL E NG IN EERI N G Sheet: Job: 10.122E Hoag dock enclosures 19 Calc By: MVH Date: 11/18/10 MARK Floor Mounted Equipment - Baler 1 Assumptions OSHPD= NO ap = $:o Rp = 2.5. SIDS — $22 lv —....; 1;00 z/h -: 21A0 Dimensions Wp = 4,300 Lbs B = 60,0in D 41.5in CG = 60.8 in n A n,= 2 Forces Fph (MIN)= Fpn = Fph = Fw = Fp, = Me, = Mr = Pu Vu = 0.37 Wp 0.20 Wp 1574 Lbs 0.24 Wp 1049 Lbs 95,608 Lb in 58,532 Lb in 447 Lbs 393 Lbs ASCE 7-05 T-13.5-1 & T-13.6-1 ASCE 7-05 T-13.5-1 & T-13.6-1 See USGS sheet ASCE 7 Table 11.5-1 Equip wt Dist between anchors Dist between anchors B Dist to centroid No. of anchors �4— No. of anchors in tension Governs ASCE 7-0513.4.2 ASCE 7-05 13.4.2 Overturning moment Resisting moment Tension per anchor Shear per anchor Anchorage to Concrete Anchor = Hilti KB-TZ (1/2" t) w/ 2" embed) fc= 2,500 psi NW (NW or LWC) t = 4 in Cons thickness tn,;n = s=' 41,5in 1.3 Pu = 581 Lbs 1.3 Vu = 511 Lbs 4, D PLAN (VLT) Fpv CG 0.9Wp 0- Fph PROFILE FM(wN) =0.3-8 Ds.1,-W, F _ 0.4S„sap 1 + 2 IW P" (Rp/Ip) hJ ° Fpu = 0.2.8 Ds•Wp Mot = Fph -CG M, = (0.9W, - F,v)-min(8,D)/2 Pu = (Mo -Mr)+(min(8,D)-nr] Vu=FM+n o Carbon steel O Stainless steel he( = Ano = An = +Pnsonc = +Pn.sleel = 4 in Anchor spacing s,nln = 2.875 in Tension demand with 1.3 increase Shear demand with 1.3 increase 2.00 in Effective anchor embedment 36.0 in2 Full projected area (per anchor) = 9-h e 2 36.0 in2 Modified projected area (per anchor) = min[(3-ho,)(1.5ho,+s/2), km] 2,404 Lbs Concrete breakout strength = kc,(Pc)o5,hc zs 1,172 Lbs = (0.75)+tcc„c.min(Nb,NAc,)'(A„/Ano) 1,262 Lbs = (0.75)+..conc'kw'Nb'(An/A no) 6,533 Lbs = (0.75)+,,,,s„ •Asa'f, 3,354 Lbs=(0.75)+,,,r,,,-Vso, Interaction (In lieu of ACI 318 D.7.1,D.7.2 & D.7.3) Concrete Steel DCR= N/A DCR = N/A DCR = 0.91 OK N/A 0.15 OK N/A FLOOR +cconc = 0.65 +,,.c nc = 0.70 +cstool = 0.75 +vsrool = 0.65 kc.=17 kq, = 1 Nr = 2,735 Tbl. 4 [ESR-1917] Tbl. 4 [ESR-1917] Tbl. 4 [ESR-1917J Tbl. 4 [ESR-1917] 1.3.V„ <0.2--+1.3.P <1.0 OV OP 1.3.P <0.2�1.3-V, <1.0 0" 017„ 1.3.P ± 1.3-V, <12 �? TV Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 iw/w.spirestructures.com Fax: 949.916.3445 Zl �3 • Zo ko spRE STRUCTURAL November 19, 2010 ENGINEERING STRUCTURAL DESIGN CALCULATIONS (City Plan Check Submittal) Loading Dock Baler Enclosure 10.122E One Hoag Drive Newport Beach, CA Project Description: Provide a sound enclosure for a Baler equipment system. 11/19/10 23441 Sadh Pointe Drive Suite 245 Lacuna Hills. California 92653 TO 949.9163440 Far 945.916.3445 vwav spiresticttues corn Sheet: SP STRUCTURAL RE ENGINEERING Job: 10.122E Hoag dock enclosures Calc By: MVH Date: 11/18/10 USGS Seismic Design Criteria 301 Newport Boulevard Newport Beach, CA 92660 Conterminous 48 States 2005 ASCE 7 Standard Latitude = 33.624466 Longitude =-117.930618 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.009999999776482582 deg grid spacing Period Sa (sec) (g) 0.2 1.825 (Ss, Site Class B) 1.0 0.683 (S1, Site Class B) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 33.624466 Longitude =-117.930618 Spectral Response Accelerations SMs and SM1 SMs = Fax Ss and SM1 = Fv x S1 Site Class D - Fa = 1.0 ,Fv = 1.5 Period Sa (sec) (g) 0.2 1.825 (SMs, Site Class D) 1.0 1.025 (SM1, Site Class D) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 33.624466 Longitude =-117.930618 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.0 ,Fv = 1.5 Period Sa (sec) (g) 0.2 1.217 (SDs, Site Class D) 1.0 0.683 (SD1, Site Class D) Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 Fax: 949.916.3445 www.spirestructures.com Sheet: SP STRUCTURAL R ENGINEERING Job: 10.122E Hoag dock enclosures 2 Calc By: MVH Date: 11/18/10 Unit Loads Roof Loads (Baler) Roof Dead Load Roofing 1/2" securock 2 layer os 2.5 ISO insulation 22ga mtl deck Steel Framing Total at roof Enclosure Walls 2.0 psf 2.0 psf 1.3 psf 1.9 psf 9.3 psf 6: Steel Framing Metal stud framing Sound insulation panels 24ga mtl cladding Total 2.5 psf 1.0 psf 2.4 psf 2.1 psf F Rz 0 1.00 1 1.00 2 1.00 3 1.00 4 1.00 5 0.95 6 0.90 7 0.85 8 0.80 9 0.75 10 0.70 11 0.65 12 0.60 F = rise per foot A, = trib area (SF) A, Roof Live (Section 1607.11.21 20 psf (basic) 200 300 400 500 600 1.00 0.90 0.80 0.70 0.60 20.0 18.0 16.0 14.0 20.0 18.0 16.0 14.0 '1.. 20.0 18.0 16.0 14.0 20.0 18.0 16.0 14.0,' 20.0 18.0 16.0 14.0 19.0 17.1 15.2 13.3 18.0 16.2 14.4 12.6 17.0 15.3 136 16.0 14 4 12.8 15.0 13.5 14.0 126'� °1;2y;',�C..3i 130 . 2dt `120'°°12. 124 2 t '9, .0 R, = reduc ion for A, R2 = reduction for slope Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 Fax: 949.916.3445 www.spirestructures.com Sheet: SP STRUCTURAL RE ENGINEERING Job: 10.122E Hoag dock enclosures 3 Calc By: MVH Date: 11/18/10 � kTEv MsYs-r-rts ( o puff) ,BALER tAt .05UKE k ttY i7t12 (1'5(t -45, T 12,2 Qse OV-.pMr{ .51flk MoMEtlt fi11: —4' = 3,5 SLo' 3.a c3.0 Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 Fax: 949.916.3445 www.spirestructures.com Sheet: SP STRUCTURAL RE ENGINEERING Job: 10.122E Hoag dock enclosures 4 Calc By: MVH Date: 11/18/10 \ /IN9 G'-1fil;t�Vc. 4 Bkt% - '&NGI-tom l'ATES k9MXs'is !1WFtS- 5C1-ce 6s.12.2.21 95G pLs') - ("Fi,)] / C�M = Q,002SG V-2 4 Vet Z ' 0,00256I0 `� (14 (105) (g5)1 (1.0)` 13,4Q1F GCek=MI TV Lit �1>,sitS t 1E, hl 6-10 G Ce i = + 0,55 - 0,<C p _ 13.AA`F (0,61 +o,s6) ` 1545r`F sit-1511V-- ka - .1CUo5UV-4 .5/1.6) xo,}=Q?Ah59 kr 2-r wE 5EI3ntt we Wart- = torsti set- UaTk 441 I�•- l,4p ROOF :14.5RFy.%D,0'i 6e5) t } 14 2335' K -Va'L- 'Lr: 65nc V=41 r tit I trtiv1=165 '36ri# 111 1.0 2. )1 Tt-3 6,<,f1/T6-4 r( V D24(-$*) = 50 * (As') 854N (et) ____R = is,sfl'`rtest14') (k5.9)I t-91z. V= 155'5`//I2tx14') = j,Dot att Ire eLlika Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 www.s p irestructu res.com Fax: 949.916.3445 Sheet: SP STRUCTURAL RE ENGINEERING 2 on z Job: 10.122E Hoag dock enclosures Calc By: MVH Date: 11/18/10 5 Q C Z LW co z a N- SW LW Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 Fax: 949.916.3445 www.sgirestructures.com Sheet: SP STRUCTURAL RE ENGINEERING Joint Boundary Conditions (Continued) Job: 10.122E Hoag dock enclosures 8 Cale By: MVH Date: 11/18/10 I Y RoLlk-ftlradl Z Rot.lk-ftlradl Footin 8 N10 Reaction Reaction Reaction j 9 10 N9A Reaction - N10A Reaction I Hot Rolled Steel Properties Therm (N E5 Fl Densitylk/ftA31 Yieldlksi 1 A36 Gr.36 29000 11154 .3 .65 .49 36 2 A572 Gr:50 29000 11154 3 .65 I•49 50 3 A992 29000 11154 3 65 .49 50 4 -: A500Gr:42 ':.29000 11154 5 A500 Gr.46 29000 I 11154 .3 .65 I .49 46 Member Distributed Loads (BLC 1 : D) Member Label Direction Start MaanitudelkRt ... End Magnitudelklft.d. 1 M2 [ Y I -.041 I -.041 Member Distributed Loads (BLC 2 : Lai Start Locationlft, %1 End Locationfft %1 0 0 Member Label Direction Start Maonitudelk/ft .,. End Maonitudelldft d... Start Locationlft.%1 EndLq�ationlft %1 L M2 V I -.065 -.065 Member Point Loads (BLC 1 : D) 0 0 Locationlft, % 1 I M6 Y -.19 0 C 2' M6 Y .19 Member Point Loads (BLC 2 : Lr) Localion lft 1 M6 Y -3 65 2 M6 Member Point Loads (BLC 3 : El Location lft.% 1 M1 X 212 .67 2 dull X 212; . - 14 3 M5 X 212 .67 A Member Point Loads (BLC 4 : IM Locationlft 1 M1 X .36 .67 2 M1 X6 14 3 M5 X .65 .67 4 -':MS Basic Load Cases Me... Surface (_. 1 D None 2 1 3 Lc None --- 2 E None _ 4 4 . W None. - 4 RISA-3D Version 8.1.1 [P:1...1...1_.1.,.111 Calculations100 Current City\Baler Frame 101810.r3d1 Page 2 Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 Fax: 949.916.3445 www.spi restructures.com Sheet: sp STRUCTURAL RE ENGINEERING Load Combinations Job: 10.122E Hoag dock enclosures 9 Caic By: MVH Date: 11/18/10 for BLC Factor BLC Factor 1 2 1.2D + 0.5Lr Yes 1 1.2 2 .5 1.2D + 1.6Lr + 0.8W Yes 1 1.2 2 1.6 4 .8 3 1.2D+1.6W+0.5LrYes 1 1.2 4 1.6 2 ' .5 4 12D + E + 0.5Lr Yes t 1.2 3 '1 2 .5 5 0 9D + 1 6W Yes 1 .9 4 1.6 6 1<0.9D+E :` Yes :: 1 :9 3 1 Envelope Joint Reactions Joint N1 max min' LC Y]IJ 1 .368 773 -.019 1 1.307 5 .368; max 0 min..-._ 0..`I.. max 0 min. -1,066 1 2.725 max 0 1 min 3.232` c3 Envelope Joint Displacements Z Ik] 0 MX [k-� LC MY -ft M 0 1 0 1 0 1 0 1 1 �5 1 h 0 1 0 1 0 1 .. _ _ :0.. .. ,1. 0 1 0 1 1 -,0, 1 Y linl 2 fin] LC X Rotation .. LC Y Rotation .. LC Z Rotation LC 1 N1 max 0 5 0 5 0 1 0 1 0 1 3.425e-4 1 2 min - 0 1 0 1 0 1 0 G 1 0 - 1'-2.054e-2 5` 3 N2 max 2.436 3 .001 5 0 1 0 1 0 1-6.877e-4 1 4 min 0 .. 1 , 0 1 " 0 ;::1 0 1 -0 1 ."4.083e-3` -3:_ 5 N3 max 2.435 5 I 0 1 0 1 0 1 0 1 6 877e-4 1 6 :min 0 5 1 -002 3 .. 0 - ..1 0- 1 0 i--3.323e-3 (5 7 N4 max 0 3 0 1 0 1 0 1 0 1-3.425e-4 1 8 min 0 1 0 3 0 1 0 1 0 1 -2 025e-2 3" 9 N7 max 0 3 0 5 0 1 0 0 1 0 1 0 1 10 min 0 1 0 1 0 1 0 1 0 1.-2.635e-3, 3 _11 12 N8 max 1.067 3 .001 5 0 0 1 0 1 0 1 min 0» ! 1 : ,0 1= _ 0 __.1 I.1 0 -" 1 '.-0 1 `-2156e-3` 3. 13 N9 max 1.066 3 0 1 0 1 0 1 0 1 0 1 14 ".min 0 1 -.002 3 0 �'1 0 =: 1 '0 "1 -2.164e-3<5= 15 N10 max 0 3 0 1 0 1 0 1 0 1 0 1 16 min 0 1 0 3 0 1 0 1 0 1 r-2595e-3 3 17 N9A max 021 3 0 5 0 1 0 1 0 1 0 1 18 : `min 0 1 ' 0 1.. 0 ` '1 0 1 -' 0 1 -2.505e-3 3. 19 N10A Max .021 3 0 1 0 1 0 1 0 i 1 0 20 min 0 1 0 3 0 i 1 0 1 0 t1 -2471e313 RISA-3D Version 8.1.1 1P:1...1...\...\...\11 Calculations\00 Current City\Baler Frame 101810.r3d] Page 3 Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 Fax: 949.916.3445 www.spirestructures.com Sheet: sp STRUCTURAL RC ENGINEERING Envelope Member Section Forces 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 '22 23 24. 25 26 Member Sec Axiallkl M1 1 27 28 2 3 4 5 max .368 min --.:773 max min max min max min max min max min 12 14 max min max min max min max min max min max • min' max min max min 29 15 max 30 min 31 16 max m[n 33 17 max min 35 18 max Job: 10.122E Hoag dock enclosures 10 Calc By: MVH Date: 11/18/10 LC v Shearlkl LC z Shear[kj LC Toroue[k-fll LC y y Momen... LC z-z Momen 1 5 0 1 0 5 -.0101 9 1 0 '' 1 0` 1 .262 5 0 1 0 5 `.. - 019 0 1 0 .368 -:773 .368 1 .262 -:773 5 T+ -:019. 368 1 .262 -.773 5 019 .368 -.773 .368 ]773 368 -773 .368 368 -.773. .368 1 .262 5 1 5' 1 1 5 1 ``--773 5 368 1 -.773 5 368 1 -173 '" 5 .368 1 .262 '.019 .262 019 .262 019 5 0 1 0 5 0 1 0 5 5 1 5 1 5 1 .262 5 .262 A19 .262 =019 262 019` .262 "-773 5 -.019 .368 1 .262 -173 5 -019 .368 1 .262 5 -.019" 1 .262 5 19 .262 5 019.'` 0 .262 -.773- '5'-'`-.019 .368 1 .262 37 19 max 38 min -.773 39 M2 F 1 max .325 5 3 41 2 max' .325 3 42 .. min =`.Ot9 43 3 max .325 3 44 min =.019 45 4 max .325 46 : min '019 47 5 max .325 48 1 49 50 "® 51 ■ 52 53 54 ' 55 56 57 58 59 1 3 1` 3 1 -.019 .368 .773'..'.' 5 =1 ' 5 5 1 0 0 1 0 0 0 0 1 0 1 0 1= 1 1 1 1 f. 1 0 1 0 1 0 , " 1 0 0 0 0 1 0 1 0 0 5 0 Ti" 0-`: 1 5 0 1 .0 5 0 1 0 5 1 5 5 1 5 1 1 .327-991 1 ' `5 .286 1 -81 'i5[: 245 1 -828 5 .204 1 6 max .325 rnin 019 1 0 8 9 10 max min max min max min max min 11 !max 0 1 1 1 0 1 0 1 0 1 0 0`.. 0 1 1 0 1 0 1 0 0 .163 1 0 e r .i.019 1 i. -.884 325 3 082 .019 902 325 3 ' .041 019 L T 92 1 0 1 0 5 0 1 1 1 1 0 0 0 0 0'. 0 0 0 0 0 0 0 0 0 0 0` 0 1 1 1 1 1' 1 1 1 1 1 1 1 0 0 0` 0 0 0 0 '0' 1 1 1 1 1 1 1 1 1 0 0 .015 LC 1 1 1 -.59 '.._:5 .03 1 -.793 , 5 .045 1 .06 1 -1.201 5 .075 1 -1 `405 1 ' .09 1 1 ` -1:609 5 1 .105 1 0' 'I'1= 1:812" 0 0 0 0 ib 0 0 0 0, 0 0 1 0 1 1 1 b 0 0 0 0 1 .12 1 .135 1 is 2:22 ' 1 .15 1 .165 1 .195 5 1 5, 1 5' 1 1 1 5 1 '4035 .21 1 1 225 1 J -3`.443 ;5- 1 .24 1 .256 1 :485... 1 .271 1<.-4054 1 .271 1 1 .097 1:< E3,663 1 -.056 1 i -3.294 1 -.189 5 1 1 1 1 1 1` '-2.957 3 0 1 -.301 1 0 1 2.6 0 1 -.393 3 1 1 1 325 3 0 1 0 1 019 ' 1: -.939 3 0 1 0 325 3 -.041 1 1 0 0 0 0 0 0 0 1 1 0 1 -.465 0 . 1---1.824, 0 1 -.516 0 1 1.412 2 0 1 -.402 6 0 1 -1235' 2 1 0 1 -.203 5 1 0 '1 -102 2 1 0 1 .271 5 RISA-3D Version 8.1.1 [P:1...\...\...\...\11 Calculations100 Current City \Baler Frame 101810.r3d] Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 www.spirestructures.com Page 4 Fax: 949.916.3445 Sheet: SP STRUCTURAL RE ENGINEERING Job: 10.122E Hoag dock enclosures Calc By: MVH Date: 11/18/10 6 P N U) U] Y Q O 0 r C G) E 0 d w 0. c 0� ,.> aci o c co J Lll N COID 5 E Q1 Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 Fax: 949.916.3445 www.spirestructu res.corn Sheet: SP STRUCTURAL Global RE ENGINEERING Job: 10.122E Hoag dock enclosures 7 Calc By: MVH Date: 11/18/10 Display Sections for Member Calcs 19 Max Internal Sections for Member ales 91 Include Shear Deformation Include Warping = _Yes Yes Area Load Mesh (inA2) 144 Merge Tolerance (in), , .12 P-Delta Analysis Tolerance 0.50% Vertical Axis .. X .. Hot Rolled Steel Code AISC : LRFD 13th Cold Formed Steel Code AISI 99: ASD Wood Code NDS 91/97. ASD Wood Temperature Concrete Code ACI 1999 Masonry Code, `MSJC 05/IBC-06 ASD.?.' Number of Shear Re ions 4 Region.Sp'dcinctIncrement tin)' 4, Biaxial Column Method RCA Load Contour Paine Beta,Fadtor.(PCA) .65 " Concrete Stress Block Rectangular UseCrackedSeetions Yes Bad Framing Warnings No Unused Force Warnings - ' Yes ... Member Primary Data Material Desi 1 M1 N1 N2 HSS4X4X5 Beam Wide Flange A5000r.46 Tvoical HSS4X4X5-.Beam Wide FlangeA500Grg6 T.vpical: 3 M3 N4 HSS4X4X5 Beam Wide Flange A500 Gr.46 Typical 4 ' .'M5 .. _N3 • N7 DNS HSS4X4X5' 'Beam'. Wide Flange ASM0f46, :Udder 5 M6 N8 N9 HSS4X4X5 Beam Wide Flange A500 Gr.46 Typical 6 M7 N9 ;N10 _. HSS4X4X5 'Beam. Wide Flange A500'Gr46 . Tyolcal '. Typical 7 M7A N9A N10A HSS4X4X5 Beam Wide Flange A36Gr.36 Joint Coordinates and Temperatures Label X Iftl N1 0 N2 V Iftl 0 z Iftl 0 Temp IFl Detach From Dial 0 3 5 6-'; 7 8 9 10 N3 N4 N7 N8' N9 N10 N9A N10A Joint Boundary Conditions 9 12.5 12:5 19 19t 12.5 19 14 0 14 14 .67 .67 0 0 0 0 X Rot.lk-fUradl Y Rot.Ik-ftlradl Z RoLlk-ftradl Footing 1 N1 Reaction Reaction Reaction 2 N4 Reaction Reaction Reaction .. 3 N2 Reaction 4 N3 Reaction 5 N7 Reaction Reaction Reaction 6 N8' Reaction I 7 N9 Reaction 1 RISA-3D Version 8.1.1 [P:1...\...1...1...111 Calculations\00 Current City Baler Frame 101810.r3d] Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 www.spirestructures.com Page 1 Fax: 949.916.3445 Sheet: SP RE STRUCTURAL ENGINEERING Job: 10.122E Hoag dock enclosures 11 Calc By: MVH Date: 11/18/10 Envelope Member Section Forces (Continued) Member 60 61 62 63 64 65 66 67 '68 69 70 71 Sec 12 min min max min .019 1-1.061' Axial k LC y Shearlkl LC .019 1 - -.98 ' :3 325 3 -.082 1 .019 1 -1.021 ' 3 .325 3 -.123 1 14 max, .325 3 -.163 1 min -019. 1-C>-1.102.3 15 max .325 3 -.204 1 min 73 18 max 74 min 75 19 max 76 min =019 77 78 79 81 M3 .019 ' .325 019 .325 0t9 .325 1.307 min . '368 2 max 1.307 min :368 3 ma min ma max min 1.307 3 1 -1184; -.286 -1.225 -.327 -1.266 -.368 -1:3(57'` - 019 -.325 3 -0 _. -.019 1 0 -325 1,3 0 -.019 1 0 z Shear k LC T 0 1'9 0 1 0 0 1 0 1 r.ue k-ft LC 0 1 0 1 0 0 0 0 ':. 1 . 0 0 1 3 1 3 1 0 0 0 0 1 1 1 0 0 0 0 0 0 0 0 .0 0 1 1 1 Momen... LC z-z Mo en... LC 0 1 - 766 2 0 1 .755 5 -.516 1 0 0 0 0 13 1 1 1.247 5 465 :11 1.749 5 -.393 1 5 2.26 301 ; L;i1 2.78 5 189 ;-1 3.309 5 3.901 3 4.544 , -.256 -.24 3 41 1 =4:0 9e.`,.3r -.225 1 ._.-'3:534_'r; 3 -.195 1 -.18 i 97 98 99 100 101 102 103 104 105 106' 107 109 110 111 112- 113 114 115 116 117 118 119 min max .366` 1.307 :368` -.325 . :? -.019 y325 -.019 -.325 -.019 25`.,, 10 max 1.307 3 -.019 368 1 -.325 3 11 max 1.307 3 -.019 1 min -:368 1 -.325. -':'3 12 [max 1.307 3 .019 min _-368- - 1-' 325 13 max 1.307 3 miry .368 14 max 1.307 min .368 15 max 1.307 2 3 max min max -2.176 378 -.909 .378 1 019 1 1 325 i3 3 -.019 1 . 325' 3 -.019 1 - 325' 3 -.019 1 325: 019 -.325 1 3 1 1 5 1 -.019 -325 -.019 -.325 1.066 0 .519 5 0 1 ! .519 1 3 3 1 3 3 1 3 1 3i 3 1 3 1 3 0 0 0 0 0 0 ` 0 1 1 0 y 1 1 1 1 1: 1 ,0 1` 0 1 1, 0 1 1 0 1 0 1 . `.0 1 0 1 0 1 1 0 0 1 0 1 0 .1. 0 r 1 0 0 0 1 0 1 0 1 0 1; 0 1 0 1 0 0 0 0 1 2>277' 0 1 -.15 41525' 1 1 -.135 0 0 0 0 0 0 0 1 -.06 0 1 -1.01' -.12 _ 1 -2.Nn "3 10 1 3 -.09 ' 1 =1s515 3 1 -.075 1 1r 2+ 3 0 1 -.045 0 `1' 757 ': 3 0 1 -.03 1 0 0 015 1 0 f■ 0 1 0 1 " .0 1 0 1 0 1 0 1 0 1 0 1 0....: 1'. 0 1 0 1 3.356 3 0 1 0 1 0 1 1 0 1 2.953 5 0 RISA-3D Version 8.1.1 IP:\...\...\...\...\11 Calculations\00 Current City\Baler Frame 101810.r3d] Page 5 Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 Fax: 949.916.3445 www.spireStruCttlreS.com Sheet: SP STRUCTURAL RE ENGINEERING Job: 10.122E Hoag dock enclosures 12 Caic By: MVH Date: 11/18/10 Envelope Member Section Forces (Continued) 125 126 127 128 129 130 131 133 135 137 138 139 140 141 142 143 144' 145 14'6 147 148 149 150 151 152 153 154+ 155 156'" 157 158' 159 160 161 162 163 164. 165 166 167 168 Member Sec 6 7 8 10 11 12 max mm max min max mm Axiallki LC y Shearlk] LC z Shearfkl LC Torauefk-ftl LC v-v Momen .. LC z-z Momen... LC -..909 5' 0 1 0. 1 0 1 0 1 0 1 .378 1 .519 3 0 1 0 1 0 1 2.549 -.909 5 0 1 1 0' 1 0 1 i 0 .378 1 -.909 5'- .378 1 .909 378 -.909 5 1 519 3 0 0' 1 0 519 3 1 0 0 .519 5 0 max .378 1 mm 909 5 519 0 max .378 1 519 min ..909 5 0 -r max .378 1 .519 ,min 5' 0. max .378 1 .519 min i -909 max min .378 =909 5 .519 0 13 max .378 1 .519 - " min, -909 5 0 14 max .378 1 .519 min'+ 15 max min 16 max min 17 max mire 18 max min 19 max .378 1 .519 909 .5 0 " .378 1 .519. II 3 0 1 0- 3 1 0 0 3 0 1 0 3 0 1 0 3 0 1 0 1 1 1 1 1 1 'l 1 1 .1 1 .1" 3 0 1 1 0 . -' ] '1. 3 0 1 3 .378 1 519 3 378 1 .519 9 378 .909_' 5 M6 1 max .521 _ 3 0 0 1 -108 min 2 max mein` 3 max min .521 0 -1.08 .521_ 3 ..__ 0- 4 max .521 min .a0"': 8 169 9 170 171 10 173 11 3 0 max .521 3 0 min 0 1-1.08'' max min. max min max .521 mm 0 max .521 3 mm. max .521 3 .521 3 0 0 1 -1.08 .521 3 0 0 1 '1.08 3 0 1:08 0 0 1 1.08 0 1 1 08 1 max I .521 3 0 min --0 ]':1 -.1.08 175 12 max 176 min 177 13 max 178 - min 179 14 max 3 0 0- 0 0 0 1 1 1 1 0 0 1 0 1 2.145 1 O 1 0 1 0 1" 0 1 0 1 0 1 1 0 1 0 0 0 0 0 0 0 1 0 1 0. 1 0 1 1 r 0,f 1 0 1 1.741 1.337 0 - 933 .53 0. .126 0 5 5 5 5 1 5 5 5 1. 1 1 0 1 0 1 1 -682 z3 0 1 0 1 O -1 1:086' 0 1 I 1' 0 0 1 0 1 0 0 '1 0 . '0': 1,. ;' 0 0 1 0 0 0 1 1 0 1 0 0 1 0 1 0 1 0 1 0 3 0 1 1 0 1 0 3 0 1 0 1 0 3' 1 .521 3 0 1 0 1 -1.08 : 3 .521 3 0 1 0 'I 1 -1.08 .3 .521 3 0 1 0 0 1 1 0 0 1 1 3 '0: 0 0 0'' 0 0 0 1 0 1 1 1 0 1 1>' -1,893 `3i 1 0 1 1 -2.297 -` '3 1 0 1 1 1 1` -2 701 0 0 0 3.119': 0 1 1 1 1 1 k3. 1 1 1 -2,729 -3 1 0 1 O 1 0 1 0 0 0 0 0 0 0 0 0 1 -1.948 `;, 3' 0 1 1558= 0 -1.168 1 0 1 -.778 1 0 3881 1 .002 1 3 1 3 1 3 3 3 0, 392 0 . :1` .783 3 0 1 1.173 3 3 0 1 ! '0 1 0 1 0 1 0 0 1 1 0 :; 1 1.563 3 RISA-3D Version 8.1.1 [P:1...\...\...\...\11 Calculations\00 Current City\Baler Frame 101810.r3d] Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 www.spirestructures.com Page 6 Fax: 949.916.3445 Sheet: SP STRUCTURAL RE ENGINEERING Job: 10.122E Hoag dock enclosures 13 Cat By: MVH Date: 11/18/10 Envelope Member Section Forces (Continued) Member Sec Axiallkl LC v Shearfkl LC z Shearfkl 180 181 182 183 184 185 186 187 188 189 190 191 192`, 193 194 195 196 197 198 199 200 201 202 203 204 205 206 207 208' 209 21D 211 212 213 .214 215 216 217 219 221 222 223 224 225 226 227 228: 229 230 231 232 233 234 235 236 M7 M7A 237 238 239 15 16 17 18 19 1 2 3 6 7 8 min : 0 1 r` -1.08 3 0 max .521 3 0 1 0 min 0 1 -1.08:..:3 .0 max 521 3 min <`0 1' max! .521 3 0 -1.08 0 min 0 1: 1.08 max .521 3 0 min ---0 1 1.08: max .521 3 0 min ':0 1 -108G. max 1.458 3 0 min = .378 1 -.521 max 1.458 min .378 max 1.458 min ]378 t max 1.458 min max min :378 3 0 1 3 -.521 0 1 3 1 3 1 3 1 3 0 0 0 0 0 LC Tor ue k ftl LC v-v Momen... LC z-z Momen .. LC 1 0' 1 0 1 0, 11. 1 0 1 0 1 1.953 3 1 , 0" 1 0 1 r: . 0 1.: 1 0 1 1 0 1 1 0 0 1 0 1 0 1 0 I 1 0 1 0 1 1 1 1 0 1 2.343 3 0 1 2.733 3 3.123 3 0 1 3.513 3 0 ; i1`. 0 1 0 1 0 1 0 1 0 r 1 0 1 0 1 -4513 t311•' 0 0 521 3 0 3 0 1.458 3 .378 max _ 1 458 Min _378 max 1.458 min .378 max 1.458 3 11' 3 3 mm .378 1 9 max 1 458 3 min :378 1 10 max 1.458 3 -.521 0 521' 1 0 1 miry :378 1--521 3 max 1.458 3 0 1 min ..378 1 ,-521, 3 12 max 1.458 3 0 1 min .378 11 -.521 3 13 max 1.458 3 min .378 11' 14 max 1.458 3 min 378 - 1` max 1.458 3 Min - 378 1 max 1.458 3 min 378 - 1 17 max 1.458 3 18 19 1 2 3 4 5 6 min :.378 .1. max 1.458 3 min :378 1. max 2.725 3 min .378 1. max .493 3 min -0 1 max min max min maxmin max min max 0 0` 0 0 1 0 1 0 0 1 0 1 0 1 1 0 1 1 0 r1 1 .0' 1 0 1 0 1 0 1 0 1 0, 1 0 1 0 1 0 1 0 1 0 1 0 1 1 0 1 0 0 1 0 0 1 1 0 1 0 1 0 1 0 1 0 1 0 1 0 0 0 0. 1 0 1 0 1 0 0 0 1 0 1 0 - 521- 3 . 0 i1 '0'. -- 0 1 r 0 1 0 -.521 ::3 - 0 1 0 0 1 0 1 0 -521 .3.'. 0 1 -.521 3 0 1 -1:014 3. 0 1 267 3 493 1 3 1 0 1 0 1 1 i1- 1.267. 3 .493 131 0 1 .493 0 .493 0 .493 1 '1.267; 3 0 -1.267 0 -1.267 31 0 3 1 0 0 0 0 0 0 0 0 0 3 0 1 0 3 ' 0 1 0 1 0' 1 0 1 ''0 1 0 1 0 1 0 1 0 1 1 1 0 0 1 0 1 _ 0 1 0 1 1 0 1 0 1. 0 1 0 1 0 1 0 1 0 1 0 1 1'! `-3.108 ':>3..:'.. 1 0 1 2703 3 1 7i 1 1:< 1 1 1 1 1 1 0 1 -2.298 "3 0 1 -1.893 :3 0 1 =-1e488:- 0 =1:083 0 :678 0 :273 .132 .537 .942 1 1.347 1 1.752 1,. 0 1 2.157 1 2.562 1 2.967 1 3.372 1 0 3 1 3 1 3 1 <3' 1 0 1= -4127 1 0 1 0 3 3 1 3 1'. 3 1' 3 1, 3 1 3 1 1 1 3 1`' 3 212 ! 3 1 0 1 0 1 0 1 1 0 1 0 1 2 754 ` .. 3 1 0 1 0 1 0 1 1 0 . 1 0 1'-2.297. 31 1 0 1 0 1 0 1 RISA-3D Version 8.1.1 LP:\...\...1...\...\11 Calculations\00 Current CitylBaler Frame 101810.r3d] Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 www.spirestructures.com Page 7 Fax: 949.916.3445 Sheet: SP STRUCTURAL RE ENGINEERING Job: 10.122E Hoag dock enclosures 14 Calc By: MVH Date: 11/18/10 Envelope Member Section Forces (Continued) Member Sec Axial[k] LC v Shearfkl LC z Sheadkl LC Torquelk ft LC v-v Momen .. LC z z Momen. LC 1,240t rnin - -0 1 1267 3 1 0 ' 1 : 0 1 0 1" 1 839-' `3 I241 7 max .493 3 0 0 1 0 1 1 0 1 0 1 242 min =:0 1 -1.267.3 0- 1=. 0 '.1] 0 1.: -1.382.'3. 243 8 max .493 3 0 1 0 1 0 1 0 1 0 1 244 - - - min =: 0 1 - -1.267 -3 0 , . 1 ` 0 I 1 ` 0 1 ? -.924 F3 245 9 max .493 3 0 1 0 1 0 1 1 0 1 0 1 1246 min -"0 1 -1267 :'3 0-' 1 0. -0 1( -.467 ':3 247 10 max .493 3 0 1 0 1 0 1 1 0 I ,.:.. 0 1 0 1 248 min 0 1 - ,-1 267 -:3 -0 ` 1 0: 1 i -.01 :. , 3 249 11 max .493 3 0 1 0 1 0 1 0 1 .448 5 250 min 0 1 ' -1.267. 251 12 max .493 3 0 1 0 1 0 1 0 1 .905 5 252 _. min `r 0 : 1 = -1 267 '3 0 '. 1 0 1 0. • -�>' 0 ` Ti 253 13 max .493 3 0 1 0 1 0 1 0 1 1.363 5 254 min "-0` 1 .` ].267 '_3 0 •=.-- 1 I 1 :.0 1 .'_1i. 255 14 max .493 3 0 1 0 1 0 0 1 1.82 5 256 257 15 max' .493 3 0 1 0 1 0 0 1 2.278 5 258 .. , min :10 ' 1 :i- -1.267 :3 0 -. 1 -0 259 16 max .493 3 0 1 0 1 0 0 1 2.735 5 9 261 17 max .493 3 0 1 0 1 0 1 0 1 3.193 5 , 262 : , &lin =0 263 18 max .493 3 0 1 0 1 0 1 0 1 3.65 5 264 265 19 max .493 3 0 1 0 1 0 1 0 1 4.108 5 266 min ''0 1,. -1.267 ,'3 0 ,' .1 0 1' " 0 1.;i 0 . ,; 1 Envelope AMC 13th LRFD Steel Code Checks 'Pn� Ikl nhi•Pnt Ikl nhi•Mn v- - 1 M1 HSS4X4X5 -P-Delt.. - _ - -- ---- - - ----- - 2 ;;M2 HSS4X4X5 -'P-Dell.. ' `.: '. 3 M3 HSS4X4X5 - P-Delt.. 4 %M5 " HSS4X4X5 -?-Deli. 5 M6 HSS4X4X5 -P-Delt..' 6 ".":M7 HSS4X4X5 -P-Delt.. _ .. 7 M7A HSS4X4X5 - P-Delt..;, RISA-3D Version 8.1.1 [P:1...1...1...1...111 Calculations100 Current City\Baler Frame 101810.r3d] Page 8 Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 Fax: 949.916.3445 www.spirestructures.com Sheet: SP STRUGI URAL RE ENGINEERING Qt 12t5n - Lr = Job: 10.122E Hoag dock enclosures 15 Calc By: MVH Date: 11/18/10 varc 11-thew = 1-4r N5 1y2, > M-%1(Z4) (W1 0, A010 nrn131" Imo .2,600 V truArA - S 01 %'F `11ru.4 - 512PIT fof \r/el-9 014- (S,ktA- loft VR-17A 27.3 Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 Fax: 949.916.3445 www.spirestructures.com Sheet: SI ' STRUCTURAL RE ENGINEERING Job: 10.122E Hoag dock enclosures 16 Calc By: MVH Date: 11/18/10 Ek t-oz. 1@ Timm: Z, ! T --3 = ;i-z 4 2-0/5: i? 63 /k►+caiR ° 1,06F 1➢66, T 2-Ms = 53 /AReitoz (hs(k-4 ,I3.4.2> x 1.3 = %caw )k 1.1 ` il341/p&I4 s 5i''R t%%%¢1' JSE Ye/ A t, w/ek IB . Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 Fax: 949.916.3445 www.spirestructures.com Page 1 of 2 Anchor Calculations Anchor Designer for ACI 318 (Version 4.2.0.2) Job Name : Hoag Enclosures Calculation Summary • ACI 318 Appendix D For Cracked Concrete Anchor Anchor Steel 4 of Anchors Embedment Depth (in) Category 3/4" Heavy Hex Boll F1554 GR. 36 1 8 N/A Concrete Concrete Cracked rc(psi) wcv Normal weight Yes 3000.0 1.00 Condition Thickness (in) Suppl. Edge Reinforcement B tension and shear 16 No Factored Loads Nua (Ib) V. (Ib) Vijay (Ib) Muy (Ibeft) Muy (Ibeft) 1772 693 693 0 0 ex(in) ey(in) Mod/high seismic Apply entire shear @ front row 0 0 No No Individu I Anchor Tension Loads N ual (Ib) 1772.00 eNx(in) eNy(in) 0.00 0.00 Individual Anchor Shear Loads V uat (Ib) 980.05 e'vx(in) e'vy(in) 0.00 0.00 Tension Strengths Steel (0 = 0.75 ) N5a(Ib) SNsa(Ib) Nua(lb) Nua /@Nsa 19370 14527.50 1772.00 0.1220 Concrete Breakout (G = 0.7 ) Nub(lb) 4/Nub(lb) Nua(Ib) Nua /NNt 13369.76 9358.83 1772.00 0.1893 17 Date/Time :11/18/2010 4:35:39 PM about:blank 11/18/2010 Page 2 of 2 Pullout (4) = 0.70 ) NPu(Ib) 41NPa(Ib) Nua(lb) Nua /ONpa 21864.00 15304.80 1772.00 0.1158 Side -Face Blowout does not apply Shear Strengths Steel (4) = 0.65 ) Vaa(Ib) 41Vsa (Ib) Vua(Ib) V ua /4)Vaa 11625 7556.25 980.05 0.1297 Concrete B eakout (case 1) (4) = 0.70 ) Vmx(Ib) 4Vcbx(Ib) Vuax(lb) Vuax I4'Vcbx 16679.79 11675.86 693.00 0.0594 Vcby(lb) mVcby(Ib) Vuay(lb) Vuay /4)VcbY Vila /4)Vcb 16679.79 11675.86 693.00 0.0594 0.0839 Concrete Breakout (case 2) does not apply to single anchor layout Concrete Breakout (case 3) (4) = 0.70 ) cal edge Vcby(Ib) 4)Vthy(lb) Vuay(lb) Vuay ADVcby 12327.72 8629.41 693.00 0.0803 cy1 edge Vcbx(Ib) @V2x(lb) Vuax(lb) Vuax /DVcbx 12327.72 8629.41 693.00 0.0803 cx2 edge Vday(Ib) 4xVmy(Ib) Vuay(Ib) Vuay /DVcby 46461.82 32523.28 693.00 0.0213 cy2 edge Vrbx(Ib) GVcbx(lb) Vuax(Ib) Vuax /DVcbx Vua kbVcb 46461.82 32523.28 693.00 0.0213 0.1136 Pryout (4) = 0.70 ) Vcp(Ib) (DV cP(Ib) Vuax(lb) Vuax /'Vcp 26739.52 18717.67 693 0.0370 Vco(Ib) 4PVcp(Ib) Vuay(lb) Vuay /4A/up Vua /tFVq 26739.52 18717.67 693 0.0370 0.0524 Interaction check V.Max(0.13) a 0.2 and T.Max(0.19) <= 1.0 [Sec D.7.1] Interaction check: PASS Use 3/4" diameter F1554 GR. 36 Heavy Hex Bolt anchor(s) with 8 in. embedment 18 about:blank 1 1/18/2010 Sheet: SP STRUCTURAL RE ENGINEERING Job: 10.122E Hoag dock enclosures 19 CalcBy: MVH Date: 11/18/10 MARK Floor Mounted Equipment - Baler 1 Assumptions OSHPD a SOS Ip z/h = Dimensions Wp = B D CG n Forces Fph (MIN)_ Fph = Fph = Fp„ = Fp„ = Mal = Mr = Pu = Vu = 00 0.37 Wp 0.20 Wp 1574 Lbs 0.24 Wp 1049 Lbs 95,608 Lb in 58,532 Lb in 447 Lbs 393 Lbs Anchorage to Concrete Anchor = Hilti KB-TZ (1/2` P ,3 3.6], 50. psi 54 t =]),t' 4. in s S in 1.3'P„ = 581 Lbs 1.3 Ve = 511 Lbs he,= 2.00 in Ano = 36.0 in2 A„ = 36.0 in2 Nb = 2,404 Lbs 4P,,„.,,e= 1,172 Lbs �Vpcono = 1,262 Lbs 6,533 Lbs 4Vnsieel = 3,354 Lbs ASCE 7-05 T-13.5-1 & T-13.6-1 ASCE 7-05 T-13.5-1 & T-13.6-1 See USGS sheet ASCE 7 Table 11.5-1 Equip wt Dist between anchors Dist between anchors Dist to centroid No. of anchors No. of anchors in tension Governs ASCE 7-05 13.4.2 ASCE 7-05 13.4.2 Overturning moment Resisting moment Tension per anchor Shear per anchor B m w/ 2` embed) - (NW or LWC) Conc thickness tm;n = Anchor spacing smin = Tension demand with 1.3 increase Shear demand with 1.3 increase Effective anchor embedment Full projected area (per anchor) = 9'h e, 2 Modified projected area (per anchor) = min[(3-h er)(1.5'het+s/2), A ,m] Concrete breakout strength = k„'(Pc)os.he ,S _ (0.75)0,ee„ -min(Nb,Npe,)'(A„/A no) = (0.751 &e,nn,'lc cp'N,' (An/A no) = (0.75)$,s,,,.A se fe _ (0.75) &s,eel. Vseu 4 4 (ULT) A Fpv C 0.9Wp PLAN PROFILE Fphwino = 0.3'Sos"Ip • Wp r _ 0.4Sasap 1+2� W (Rpl/p) h p Fp„ = 0.2•Sos-Ws Mor = Fph •CG M, = (0.9Wp-Fp„).min(B,D)/2 P„ = (Me, - M,) + fmin(B,D)'n,) V u =Fpry +n O Carbon steel 0 Stainless steel Interaction (In lieu of ACI 318 0.7.1,D.7.2 8 D.7.3) Concrete Steel OCR = OCR = N/A DCR = 0.91 N/A N/A OK 0.15 OK N/A 4 in 2.875 in Fph -at—FLOOR 4,, = 0.65 Conn, = 0.70 Mtn., = 0.75 4„re0 = 0.65 k„ = 17 k,„ = 1 Nps, = 2,735 Tbl. 4 [ESR-1917] Tbl. 4 [ESR-1917) Tbl.4 [ESR-1917) Tbl. 4 [ESR-1917] 1.3'i;, <0.2� L3'P, <1.0 OV OP 1.3 P <0.2—a 1.3-I" 5..1.0 4P is OP, #V„ Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 Fax: 949.916.3445 www.spirestructures.com 2tws to h.‘ko•tO SP STRUCTURAL December 16, 2010 RE ENGINEERING STRUCTURAL DESIGN CALCULATIONS Supplemental Calculations Loading Dock Sani-Pak Enclosure 10.122E One Hoag Drive Newport Beach, CA Project Description: Provide a sound enclosure for Sani-Pack equipment. 12/16/10 23441 South Pointe Drive. Suite 245, Laguna Hiss, California 92653 Tel: 949.916.3440 Fax: 949.916.3445 vwnv.apireatructureacom Sheet: fr S P RE STRUCTURAL IIII ENGINEERING Job: 10.122E Hoag dock enclosures Calc By: MVH Date: 11 /18/10 USGS Seismic Design Criteria 301 Newport Boulevard Newport Beach, CA 92660 Conterminous 48 States 2005 ASCE 7 Standard Latitude = 33.624466 Longitude =-117.930618 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.009999999776482582 deg grid spacing Period Sa (sec) (g) 0.2 1.825 (Ss, Site Class B) 1.0 0.683 (S1, Site Class B) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 33.624466 Longitude =-117.930618 Spectral Response Accelerations SMs and SM1 SMs =Fax Ss and SM1 = Fv x S1 Site Class D - Fa = 1.0 ,Fv = 1.5 Period Sa (sec) (g) 0.2 1.825 (SMs, Site Class D) 1.0 1.025 (SM1, Site Class D) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 33.624466 Longitude =-117.930618 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.0 ,Fv = 1.5 Period Sa (sec) (g) 0.2 1.217 (SDs, Site Class D) 1.0 0.683 (SD1, Site Class D) Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.34.40 Fax: 949.916.3445 www.splrestructures.com Sheet: SP RE ENGINEERING Job: 10.122E Hoag dock enclosures 2 Calc By: MVH Date: 11/18/10 Unit Loads Roof Loads (Sani-Pak) Roof Dead Load Roofing + reroof 1/2" securock 2 layer os 2.5 ISO insulation 22ga mtl deck Steel Framing Total at roof Enclosure Walls 2.0 psf 2.0 psf 1.3 psf 1.9 psf 5.3 psf 12.5 psf Steel Framing Metal stud framing Sound insulation panels 24ga mtl cladding Total 2.5 psf 1.0 psf 2.4 psf 2.1 psf 8.0 psf At F R2 RI 0 1.00 1 1.00 2 1.00 3 1.00 4 1.00 5 0.95 6 0.90 7 0.85 8 0.80 9 0.75 10 0.70 11 0.65 12 0.60 F = rise per foot At = trib area (SF) Roof Live (Section 1607.11.21 20 psf (basic) 200 300 400 500 600 1.00 0.90 0.80 0.70 0.60 20.0 18.0 16.0 14.0 12.0 20.0 18.0 16.0 14.0 12.0 20.0 18.0 16.0 14.0 12.0 20.0 18.0 16.0 14.0 12.0 20.0 18.0 16.0 14.0 12.0 19.0 17.1 15.2 13.3 12.0 18.0 16.2 14.4 12.6 12.0 17.0 15.3 13.6 12.0 12.0 16.0 14.4 12.8 12.0 12.0 15.0 13.5 12.0 12.0 12.0 14.0 12.6 12.0 12.0 12.0 13.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 = reduction for At R2 = reduction for slope Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 Fax: 949.916.3445 www.s p i restructu res. corn Sheet: SP STRUCTURAL RE ENGINEERING Job: 10.122E Hoag dock enclosures 3 Calc By: MVH Date: 11/18/10 ¶si t, sisal tls (Pt c pu % 51\N± r V ttitvasolz k CY Site, (h5c 7-85, T 12,2 Use o su4kx-:f Sirgf ttot141tnuctis le= 3.5 .fLar 3.0 Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 Fax: 949.916.3445 www.spirestructures.com Sheet: SPRJE STRUCTURAL II II ENGINEERING Job: 10.122E Hoag dock enclosures 4 Ca lc By: MVH Date: 11/18/10 •1 `i t1 1 ✓z V k, c 3-0G, &.s. I2.1,21 9}3C p - 6b,[16 css - (6 Lin)] T6-3 D,,C fl cih = 0.00256 %L te-tt ka V t ' ➢,00256I0 26)(1.0) (D.85) I8s) (1J51= I54195F (Cf4 O 61 ; 13UltiitIA arhLt tE, NC-10 P = t A' (0,6I 6-4 Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 Fax: 949.916.3445 vArvi.spirestructures.com Sheet: SP SI HUGTUR AL RE ENGINEERING Job: 10.122E Hoag dock enclosures 5 Cale By: MVH Date: 11/18/10 f-tNt A$ Xsis sh1I1-1'kK- r!1a.o5v g_C fffr rw 5e+nl+i- We44*t 1uoF:12574r x (40- 11-,59 = 11866 It wkw: 8 ,<251uyrb< it tw °{ 140 0� 3 60 Y ptg Sips W s 1,21 W 0,51 k/ (UV) *Jr) 3,5/1,9 03' p, W (its()) „sajS 1L t3,260*1 'Poo* (w) • lwr) 13-,q,PsF(1104) r VPo 1C5q) —(Gov) V= spd d _ 22. W p,52ylf ITI ,5Asx01 o.r+W tbt1t& V= 03-13)26d')= I,1 * Its/ y II, CULT) V` I}q°(Ii51#,':Z,ioot th59)4—(40v) 0 G NOTE: Project originally designed for 1=1.5 which is conservative for current project - OK. rnvil{ al ti NOT. ffln itptt4httY S'�t: tittt f(At%E Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 Fax: 949.916.3445 www.spirestructures.com Sheet: SP STRUCTURAL RE ENGINEERING Job: 10.122E Hoag dock enclosures 6 Calc By: MVH Date: 11/18/10 1-Pc-Maki. kWprl i(s1S aftTI Rg 5hH1-rkl- m450f t9i fz trotvrlwrl) we: sP) 4 r:a ,�Sp-(IT)1Sf'�-1190D' I! tM.9), WINO I,idat (uI7)/Crlsr16 tie = 21`` 4' Tw1=20' 1vit,5P'r 44w) =coil St fish-3P Sy 1,5 VrAerI41"1 = 0.012 z 2,51. „Oic:. 11.5'x IV $r (600 90141114 %vhQltrtW$ svrhol D$ = 2f5s) = t(1.PI:3,11t s5fitariwn P1edVi rril Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 Fax: 949.916.3445 www.spirestructures.com Sheet: SP RE S1RUC tURAL ENGINEERIN( Job: 10.122E Hoag dock enclosures 7 Calc By: MVH Date: 11/18/10 UMtr- -t, M M-" s1s CA41-1P slit-90— Ettt1,0511Pt X-n (lug di;, el51tlt: S � .Lam' �F(4'Pa i : A n�na I� "ho v= 12,sRF(4m+K t } ; Oho* labs: sails&31? I a 4 A = t�33' s�sPilL Sit Gdbxe t 1,c = Lv (043)1:1,39 clEtft= L39 =Clot C245/, etc 165x17.4f 4---(6 ov) Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 Fax: 949.916.3445 www.spirestructures.com Sheet: S P RE STR IICTURAL I, II ENGINEERING Solution: Envelope Job: 10.122E Hoag dock enclosures 8 CalcBy: MVH Date: 11/18/10 2 Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 Fax: 949.916.3445 www.splreatruCtures.com Sheet: S P RE STRUCTURAL II Ii ENGINEERING Job: 10.122E Hoag dock enclosures 9 CalcBy: MVH Date: 11/18/10 4.2 Solution: Envelope Member z Bending Moments (k-ft) Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 Fax: 949.916.3445 www.spirestructures.com Sheet: sp STRUCI UR AL RE ENGINEERING Company Spire Structural Engineering Designer Manuel Valenzuela Job Number 10.122E Job: 10.122E Hoag dock enclosures 10 Calc By: MVH Date: 11/18/10 Sani-Pak Checked By: Global Display Sections for Member Calcs 19 Max Internal Sections for Member Calks 91 Include Shear Deformation Yes Include Warping Yes Area Load Mesh (inA2) 144 Merge Tolerance (in) .12 P-Delta Analysis Tolerance 0.50% Vertical Axis Y Hot Rolled Steel Code AISC : LRFD 13th Cold Formed Steel Code AISI 99:ASD Wood Code NDS 91/97: ASD Wood Temperature < 100F Concrete Code ACI 1999 Masonry Code MSJC 05/IBC'06 ASD Number of Shear Regions 4 Region Spacing Increment (in) 4 Biaxial Column Method PCA Load Contour Parme Beta Factor (PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections Yes Bad Framing Warnings No Unused Force Warnings Yes Member Primary Data Label I Joint Material Design Rul 1 M1 N1 N2 HSS4X4X5 Beam Wide Flange A500 Gr.46 Typical 2 I M2 N2 N3 HSS4X4X5 Beam Wide Flange Mob Gr.46 Typical Typical 3 M3 N3 N4 HSS4X4X5 Beam Wide Flange A500 Gr.46 4 l M7A N9A N10A HSS4X4X5 Beam Wide Flange A5oo Gr.46 Typical 5 M8 N10A N11 HSS4X4X5 Beam Wide Flange A500 Gr.46 Typical 6 I M9 N11 N12 HSS4X4X5 Beam Wide Flange MOO Gr.46 Typical Joint Coordinates and Temperatures Z fftl 1 N1 -3.5 0 0 0 2 N2 -35 14.5 0 0 3 N3 14 14.5 0 0 4 N4 14 0 0 0 5 N9A -3.5 18 0 0 6 N10A 3 32.5 0 0 7 N11 4.5 32.5 0 0 LB N12 4.5 19 0 0 Joint Boundary Conditions Joint Label X n Y in in l X Rotlk-f /radl Y Rot.lk-ft/radl Z Rotlk-It/radl Footin 1 N1 Reaction Reaction Reaction Reaction Reaction Reaction 2 N4 Reaction Reaction Reaction Reaction Reaction Reaction 3 N2 Reaction 4 N3 Reaction 5 N9A Reaction Reaction Reaction Reaction Reaction Reaction 6 N10A Reaction RISA-3D Version 8.1 1 [P:\...1.. \...\..Al 1 Calculations100 Current OSHPD\Sani-Pak Frame 111810.r31 Page 1 Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 Fax 949.916.3445 www.spi rest uctu res.com Sheet: SP STRUCTURAL RE ENGINEERING Company Spire Structural Engineering Designer Manuel Valenzuela Job Number 10.122E Job: 10.122E Hoag dock enclosures 11 Calc By: MVH Date: 11/18/10 Sani-Pak Checked By: Joint Boundary Conditions (Continued) Joint Label X fk/inl Y fk/i -ftlradl Y Rot Ik-ftlradl Z Rot.lk-ftlrad Footin 7 N11 Reaction 8 N12 Reaction Reaction Reaction Reaction I Reattion Reaction Hot Rolled Steel Properties Label E Iksi N Therm (\1E5 F1 D Yieldfksi 1 A36 Gr.36 29000 11154 .3 65 .49 36 2 A572 Gr.50 29000 11154 1 .3 .65 I .49 50 3 A992 29000 11154 .3 .65 .49 50 4 A500 Gr.42 29000 11154 I .3 .65 .49 42 5 A500 Gr.46 29000 11154 .3 .65 .49 46 Member Distributed Loads (BLC 1 : Dl 2 Member Label Direction M2 Y M8 Y Start Magnitude[k/tt End Maanitude[k/ft,d... Start Locationfft %1 End Location(ft %1 -.05 -.05 0 0 0 0 0 0 Member Distributed Loads (BLC 2 • Lrl Member Label Direction Start Maoni nd Maanitudelk/ft d Start Location lft 4 nd Locationlft Y 1 M2 Y -.08 -.08 0 0 2_ M8 Y 0 0 0 0 Member Point Loads (BLC 1 : D) Mem Locationfft 9 1 M8 Y -.44 2 M8 Y 44 8 J Member Point Loads (BLC 2 : Lr) Member Label Maanit udelk.k-ft Locationlft. 1 M8 M8 Y 7 $ Member Point Loads (BLC 3 : E) Member Label Maanitudelk k-6 Locatio 1 M1 X .85 11.5 2 M7A X 85 11.5 Member Point Loads (BLC 4 : 149 Member Label 1 r 2 WA M1 Bask Load Cases Direction X X Magnitude(k k-ft] 9 1.05 Locationjft %] 11.5 11.5 c Descri bated Area (Me... Surface L.. 1 D None 2 2 2 Lr None 2 2 3 E None 2 4 W None 2 RISA-3D Version 8.1.1 [P:\...\...\...\...111 Calculations\00 Current OSHPD\Sani-Pak Frame 111810.r3d] Page 2 Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 Fax: 949.916.3445 www.spirestructures.com Sheet: SP RE STRUt. I URAL Company Designer Job Number ENGINEERING Spire Structural Engineering Manuel Valenzuela 10.122E Job: 10.122E Hoag dock enclosures 12 Calc By: MVH Date: 11/18/10 Sani-Pak Checked By: Load Combinations uescnoaon so' . YU... a K.. CLC Factor CLC Factor a c: Factor tlLC Factor mu ractor t LU ractor nu-. Factor bLG rector 1 1.2D + 0.5Lr Yes 1 1.2 2 .5 2 1.2D + 1.6Lr + 0.8W Yes 1 1.2 2 1.6 4 .8 3 1.2D + 1.6W + 0.5Lr Yes 1 1.2 4 1.6 2 .5 4 1.2D+E+0.5Lr Yes 1 12 3 1 2 .5 5 0.9D + 1.6W Yes 1 .9 4 1 6 6 09D+E Yes I; 1 .9 3 1 Envelope Joint Reactions -ft1 LC MY rk-81 LC MZ lk- 1 N1 max .186 1 1.489 2 0 1 0 1 0 1 5.978 5 2 min - 815 5 082 5 0 1 0 1 0 1 -.898 1 3 N4 max -.186 1 1.801 2 0 1 0 1 0 1 5.612 3 4 min - 727 3 578 6: 0 1 0 1 0 1 .898 1 5 N2 max 0 1 0 1 0 1 0 1 0 1 0 1 6 rlin 0 1 0 1 0 1 0 1 0 1 0 1 7 N3 max 0 1 0 1 0 1 0 1 0 1 0 1 8 min 0 1 0 1 0 1 0 1 0 1 0 1 9 N9A max 0 1 1.233 2 0 14 0 1 0 1 6.504 5 10 min - 961 - 3 -.433 5 0 1 0 1 0 1 0 1 11 N10A max 0 1 0 1 0 1 0 1 0 1 0 1 12 1 min 0 1 0 1 0 1 0 1 i 0 1 0 1 13 N11 max 0 1 0 1 0 1 0 1 0 1 0 1 14 min 0 1 0 1 0 1 0 1 0 1 0 1 15 N12 max 0 1 2.063 2 0 1 0 1 0 1 5.463 5 16 min -.719 5 .816_ 6 0 1 I 0 1 0 1 0 1 17 Totals: max 0 1 6.586 2 0 1 18 min -3.12 3 1 1.579 5 0 1 Envelope Joint Displacements 1 N1 max 0 5 0 5 0 1 0 1 0 1 0 1 2 min 0 1 0 2 0 1 0 1 0 1 0 5 3 N2 max 1.446 3 0 5 0 1 0 1 0 1-3.056e-3 6 4 min 0 1 -.002 2 0 1 0 1 0' 1' -7.937e-a 2' 5 N3 max 1.445 5 0 6 0 1 0 1 0 1 3.584e-3 2 6 min 0 1 -.003 2 0 1 I 0 1 0 1-4..643e-3 5 7 N4 max 0 3 0 6 0 1 0 1 0 1 0 1 8 min 0 1 0 2 0 1 0 1 0 1 0 "' 3 9 N9A max 0 3 0 5 0 1 0 1 0 1 0 1 10 min 0 1 0 2 0 1 0 1 0 1 0 5 11 N10A max 1.331 5 0 5 0 1 0 1 0 1 8.337e-7 1 12 min. 0 1 - -002 2 0 1 0 1 0 1 -454e-4' 5. 13 N11 max 1.33 5 -.001 6 0 1 0 1 0 1 8.496e-7 1 14 min 0 1 -.003 2 0 1 0 1 0 1 -4.481e-3 5 15 N12 max 0 5 0 6 0 1 0 1 0 1 0 1 16 min() 1 0 2 0 1 0 1 0 1 0 5 Envelope Member Section Forces Member Sec Axiallkl LC v Shearrkl LC z Shearikl LC Tomuelk-nl LC v-v Momen... LC z-z Momen... LC M1 1 max 1489 2 .815 5 0 1 0 1 I 0 1 5.978 5 2 min .082 5 -.186 1 0 1 0 1 0 1 -.898 1 RISA-3D Version 8.1.1 1P:\...\..1.1..111 Calculations\00 Current OSHPD\Sani-Pak Frame 111810.r3d] Page 3 Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 Fax: 949.916.3445 www.spirestructures.com Sheet: S P RE STRU c l U R A L II I I ENGINEERING Company : Spire Structural Engineering Designer : Manuel Valenzuela Job Number 10.122E Job: 10.122E Hoag dock enclosures 13 Cale By: MVH Date: 11/18/10 Sani-Pak Checked By: Envelope Member Section Forces (Continued) Member Sec Axialfkl LC v Shearikl LC z Shearlkl LC Torcuelk-ftl LC v-v Momen... LC z-z Momen... LC 3 2 max 1.489 2 .815 5 0 1 0 1 0 1 5.322 5 4 min .082 5 -.186 1 0 1' 0 1 0 1 -.748- 1 5 3 max 1.489 2 .815 5 0 1 0 1 0 1 4.665 5 6 min .082 5 -186 1] 0 1 0 1 0 1 -.598 1 7 4 max 1.489 2 .815 5 0 1 0 1 0 1 4.008 5 8 min 082 5 - 186 1 0 1 0 1 0 1' -.448 4 9 5 max 1.489 2 .815 5 0 1 0 1 0 1 3.352 5 10 min 082 5 -186 1 I 0 1 0 1 0 1 298 1 11 6 max 1.489 2 .815 5 0 1 0 1 0 1 2.695 5 12 min .082 5 -186 1 0 1 0 1 0 1 -.148 1 13 7 max 1.489 2 .815 5 0 1 0 1 0 1 2.039 3 14 min .082 5 1 -.186 1 0 1- '0 1 0 1 .002'' 1 15 8 max 1.489 2 .815 5 0 1 0 1 0 1 1.465 3 16 min .082 5 -.186 1 0 1 1 :0 1 0 1 .152 1 17 9 max 1.489 2 .815 5 0 1 0 1 0 1 .891 3 18 min .082 -' 5 - 186 1 0 1 0 1 0 1 .302 - 1 19 10 max 1.489 2 .815 5 0 1 0 1 0 1 .783 2 20 min .082 5 -.186 1 0 1 0 1 0 1 -'.068 5 21 11 max 1.489 2 .815 5 0 1 0 1 0 1 .703 2 22 min .082 5 -186 1 0 1 0 1 0 1 -.589 5 23 12 max 1.489 2 .815 5 0 1 1 0 1 0 1 .752 1 24 min 082 5 -.186 1 _0 1 0 1 0 1 -1.245 5 25 13 max 1.489 2 .815 5 0 1 0 1 0 1 .902 1 26 min .082 5 -.186 1 0 1 0 1 0 1 -1.902 5 27 14 max 1.489 2 .815 5 0 1 0 1 0 1 1.052 1 28 min .082 5 - 186 1 0 1 0 1 0 1 2.559' 5 29 15 max 1.489 2 .815 5 0 1 0 1 0 1 1.202 1 30 min .082 5 -.186 1 0 1 0 1 0 1z -3.215 5 31 16 max 1.489 2 -.186 1 0 1 0 1 0 1 1.352 1 32 min .082 5 -.727 3 0 1 0 1 0 1 -3.032 5 33 17 max 1.489 2 -.186 1 0 1 0 1 0 1 1.502 1 34 min .082 5 -.727 3 1 0 1 0 1 0 1 -2.529 5 35 18 max 1.489 2 -.186 1 0 1 0 1 0 1 1.722 2 36 min .082 5 -.727 3 0 1 0 1' 0 1 -2.025 5 37 19 max 1.489 2 -.186 1 0 1 0 1 0 1 2.222 2 38 min .082 5 -.727 3 0 1 0 1 0 1 -1.522- 5 39 M2 1 max .727 3 1.489 2 0 1 0 1 0 1 2.222 2 40 min .186 1 082 5 0 1 0 1 0 1 -1.522 5 41 2 max .727 3 1.306 2 0 1 0 1 0 1 .999 1 42 min .186 1 .038 5 0 1 0 1 0 1 -1.58 5 43 3 max .727 3 1.123 2 0 1 0 1 0 1 .29 1 44 min ` 186 1 -.006 5 0 1 1 0 1 0 1 -1.596'- 5 45 4 max .727 3 .941 2 0 1 0 1 0 1 -.324 1 46 min .186 1 -.05 5 0 1 0 1 0 1 -1.747 3 47 5 max .727 3 .758 2' 0 1 0 1 0 1 -.844 1 48 min .186 1 -.093 5 1 0 1 0 1 0 1 1 -2.147 2 49 6 max .727 3 .575 2 0 1 0 1 0 1 -1.053 6 50 min 186 _ 1 -.137 5 0 1 0 1 0 1 -2.795 2 51 7 max .727 3 .392 2 0 1 0 1 0 1 -1.022 6 52 min .186 1 -.181 5 0 1 0 1 0 1' -3.265 2 53 8 max .727 3 .209 2 0 1 0 1 0 1 -.95 6 54 min .186 1 -.225 5 0 11 0 1 0 1 -3.557 2 55 9max .727 3 .097 1 0 1 0 1 0 1 -.795 5 56 mina .186 1 -268 5 0 1 0 1 0 1 -3.672 2 57 10 max i .727 3 0 1 0 1 0 1 0 1 -.513 5 58 min I 186 1 -.312 3 0 1 0 1 0 1` -3.609 2 RISA-3D Version 8.1.1 [P:\...1...\...\...\11 Calculations100 Current OSHPD\Seni-Pak Frame 111810.r3d] Page 4 Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 Fax: 949.916.3445 www.splrestructures.com Sheet: S * P RE STRUCTURAL I I I I ENGINEERING Company : Spire Structural Engineering Designer : Manuel Valenzuela Job Number : 10.122E Job: 10.122E Hoag dock enclosures 14 Calc By: MVH Date: 11/18/10 Sani-Pak Checked By: Envelope Member Section Forces (Continued) Member Sec Aziallkl LC v Shearlkl LC z Shearikl LC Torauelk-ftl LC v-v Momen... LC z-z Momen... LC 59 11 max .727 3 -.097 1 0 1 0 1 0 1 -.188 5 60 min 186 -` 1 -409 3 0 1 0 1 0 1 -3.369 2 61 12 max .727 3 -.194 1 0 1 0 1 0 1 .179 5 62 min .186 1 -522 2 I 0 1 0. 11- 0 "1'- -2.95.'2. 63 13 max .727 3 -.292 1 0 1 0 1 0 1 .589 5 64 min .186 1 - 704 2 0 1 0 1 0 1 ,-2.354 2 65 14 max 727 3 -.359 6 0 1 0 1 0 1 1.041 5 'nin r 1 0 1 -1 581 67 15 max .727 3 -.403 6 0 1 0 1 0 1 1.536 68 min .186 1 -107 2 0 1 0 1 0 1 -.844 69 16 max .727 3 -.447 6 0 1 0 1 0 1 2.074 70 min .186 1 -1.253 2 0 1 0 1 0 1 -.324. 71 17 max .727 3 -.4.1 0 1 0 1 0 1 2.813 72 min .186 1 -1.436 2 0 1 0 1 0 .29 1 73 18 max .727 3 -.534 6 0 1 0 1 0 3.825 3 74 min .186 1 -1.618 2 0 1 0 1 0 .999 1 75 19 max .727 3 -.578 6 0 ' 1 0 1 0 1 4.954 2 76 min .186 1 -1801 2 -I 0 11 0 1 0. 1 1.802 1 77 M3 1 max 1.801 2 -.186 1 0 1 0 1 0 1 -1.802 1 78 min .578 6 -.727 3 0 1 0 1 0 1 -4 954 2 79 2 max 1.801 2 -.186 1 0 1 0 1 0 1 -1.652 1 80 min .578 6 -.727 3 0 1 0 1 0 1 -4.454 2 81 3 max 1.801 2 -.186 1 0 1 0 1 0 1 -1.502 1 82 min .578 6 - 727 3 0 1 0 1 0 1 -3.954 2 83 4 max 1.801 2 -.186 1 0 1 0 1 0 1 -1.352 1 84 min .578 6 -727 3 0 1 0 1 0 1 - 454' 85 5 max 1.801 2 - 186 1 0 1 0 1 0 1 1 -1.202 86 min .578 6 -.727 3 0 1 0 1 0' 1 -2.954" 87 6 max 1.801 2 -.186 1 0 1 0 1 0 1 -1.035 88 min - 578 6 - 727 3 0 1 0 1 r 89 7 max 1.801 2 -.186 1 _ 0 1 0 1 0 1 -.71 6 90 min .578 6 - 727 3 0 1 0 1 0 1 -1.954 2 91 8 'max 1.801 2 -.186 1 0 1 0 1 0 1 -.385 6 92 min .578 6 -.727 3 0 1 0 1 0 -1.454 93 9 max 1.801 2 -.186 1 0 1 0 1 0 .085 5 ME min 7: 6 -.727 0 1 0 1 -.954 S FA 95 10 max 1.801 2 -.186 1 0 1 0 1 0 1 .589 5 96 ` min .578 6 -.727 3 0 1 0 1 0 1 -.454 2 97 11 max 1.801 2 -.186 1 0 1 0 1 0 1 1.092 5 98 min .578 6 -.727 3 0 101 0 1 -.302 1 99 12 max 1.801 2 -.186 1 r 1 I 1 0 1 1.595 5 100 min 578 6 3 0 1 0 1 0 1 -.152, 1 101 13 max 1.801 2 1 0 1 0 1 0 1 2.099 5 102 min .578 6 -.727 3 0 1 0 1 0 1 rill]. l]. 103 14 max 1.801 2 -.186 1 0 1 0 1 0 1 3 104 min . 7: 6 -.727 3 0 1 0 1 r 1 1 15 max 1.801 2 -.186 1 0 1 0 1 0 1 3 r• min 6 -.727 tniMniiinni1 107 16 max 1.801 2 -.186 1 0 1 0 1 0 1 3.855 3 :il in ManinlininniniMINIMI 109 17 max 1.801 2 -.186 1 0 1 0 1 0 1 4.44 3 110 min .578 6 -.727 3 0 1 0 1 0 1 .598 1 111 18 max 1.801 2 -.186 1 0 1 0 1 0 1 5.026 3 112 min .578 6 -727 3 0 1 0 1 0 1 748 1 113 19 max 1.:01 2 -.186 1 0 1 0 1 0 1 5.612 3 114 min .578 6 -.727 3 0 1 0 1 0 1 898 1..: RISA-3D Version 8.1.1 [P:1...1...\...1...111 Calculations100 Current OSHPD1Sani-Pak Frame 111810.r3d] Page 5 Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 Fax: 949.916.3445 www.spirestructures.com Sheet: SPRE STRUCTURAL II Ii ENGONEERING Company : Spire Structural Engineering Designer : Manuel Valenzuela Job Number 10.122E Job: 10.122E Hoag dock enclosures 15 Calc By: MVH Date: 11/18/10 Sani-Pak Checked By: Envelope Member Section Forces (Continued) Member Sec Axiall LC v Shearfkl LC z Shearfkl LC Tomuelk-ftl LC v-v Momen... LG z-z Momen 115 M7A 1 max 1.233 2 961 3 0 1 0 1 0 1 6.504 5 116 min -.433 5 0 1 0 1 0 1 0 1 0 1 117 2 max 1.233 2 .961 3 0 1 0 1 0 1 5.73 5 118 min -.433 5 0 1 0 1 0 1 0 1 0 1 119 3 max 1.233 2 .961 3 0 1 1 0 1 0 1 4.956 5 120 - min -.433 5 0 1 0 1 I 0 1 _ 0 1 0 1 121 4 max 1.233 2 .961 3 0 1 0 1 0 1 4.181 5 122 min - 433 5 0 1 0 1 0 1 0 - 1 0- 1 123 5 max 1.233 2 .961 3 0 1 0 1 0 1 3.407 5 124 min -.433 5 0 1 0 1 1 0 1 0 1' 0 1' 125 6 max 1.233 2 .961 3 0 1 0 1 0 1 2.633 5 126 min -.433 5 0 1 0 11 0 1 0 1 0 1 127 7 max 1.233 2 .961 3 0 1 0 1 0 1 1.859 5 128 min -.433 5 0 1 0 1 0 1 0 1 0` 1 129 8 max 1.233 2 .961 3 0 1 0 1 0 1 1.085 5 130 min -.433 5 0 1 0 1 0 1 0 1 0 1 131 9 max 1.233 2 .961 3 0 1 0 1 0 1 .31 5 132 min -.433 5 I 0 1 0 1[ 0 1 0 1` 0 1 133 10 max 1.233 2,' .961 3 0 1 0 1 0 1 0 1 134 min -433 5I 0 1 0 1 1 0 1 0 1 -.464 3 135 11 max 1.233 2 .961 3 0 1 0 1 0 1 0 1 136 min -.433 5 0 1 0 1 0 1 0 1 -1.238 3 137 12 max 1.233 2' .961 3 0 1 0 1 0 1 0 1 138 min -.433 5 0 1 0 1 1 0 1 0 1 -2 012 3 139 13 max 1.233 2 .961 3 0 1 0 1 0 1 0 1 140 min -.433 5 0 1 0 1 0 1' 0 1 -2.787 3" 141 14 max 1.233 2 .961 3 0 1 0 1 0 1 0 1 142 min -.433 5 0 1 0 1 0 1 0 1 -3.561 3 143 15 max 1.233 2 .961 3 0 1 0 1 0 1 0 1 144 min -.433 5 0 1 0 1 1 0 1 0 1 -4.335 3 145 16 max 1.233 2 0 1 0 1 0 1 0 1 0 1 146 min - 433 5 - 719 5 0 1 0 1 0 1 -4.129 3 147 17 max 1.233 2 0 1 0 1 0 1 0 1 0 1 148 min -.433 5 . -.719 5 0 1 0 1 0 1 -3 55 3 149 18 max 1.233 2 0 1 0 1 0 1 0 1 0 1 150 min -.433 5 -.719 5 0 1 [ 0 1 0 1 -2.971 - 3 151 19 max 1.233 2 0 1 0 1 I 0 1 0 1 0 1 152 min -.433 _5 -.719 5 0 1 0 1 0 1 -2.392 3 153 M8 1 max .719 5 0 1 0 1 0 1 0 1 0 1 154 min 0 1 - 829 3 0 1 0 1 0 1 -2.392 3 155 2 max .719 5 0 1 0 1 0 1 0 1 0 1 156 min 0 1 - 829 3 0 1 0 1 0 1 -2 023 3 157 3 max .719 5 0 1 0 1 0 1 0 1 0 1 158 min 0 1 -.829 3 0 1 0 1 0 1 -1.655 3 159 4 max .719 5 0 1 0 1 0 1 0 1 0 1 160 min 0 1 -.829 3 0 1 0 1 0 1 -1.286 -3 161 5 max .719 5 0 1 0 1 0 1 0 1 0 1 162 min 0 1 -829 3 0 1 0 1 0 1 -917 ". 3 163 6 max .719 5 0 1 0 1 0 1 0 1 0 1 164 min 0 1 -.829 3 0 1 0 1 0 1 -.549 3 165 7 max .719 5 0 1 0 1 0 1 0 1 0 1 166 - min 01 -.829 3 0- 1 0 1 0 1 -.18 3 167 8 max .719 5 0 1 0 1 0 1 0 1 .188 5 168 min 1 0 1 -.829 3 0 1 0 1 0 1 0 1 169 9 max .719 5 0 1 0 1 0 1 0 1 .557 5 170 mini 0 1 - 829 3 0 1 0 1 0 1 0 1 RISA-3D Version 8.1.1 (P:1...\...\...1...\11 Calculations\00 Current OSHPD\Sani-Pak Frame 111810.r3d] Page 6 Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 Fax: 949.916.3445 www.spirestructures.com Sheet: sp STRUCTURAL RE ENGINEERING Company : Spire Structural Engineering Designer : Manuel Valenzuela Job Number : 10.122E Job: 10.122E Hoag dock enclosures 16 CalcBy: MVH Date: 11/18/10 Sani-Pak Envelope Member Section Forces (Continued) tuber Sec Axi Checked By: 171 10 max .719 5 0 1 0 1 0 1 0 1 .925 5 172 min 0 1 -.829 3 0 1 0 1 0 1 0 1 173 11 max .719 5 0 1 0 1 0 1 0 1 1.294 3 174 min 0 1 -.829 3 0 1 0 1 0 1 0 1 175 12 max .719 5' 0 1 0 1 0 1 0 1 1.663 3 176 min 0 1 -.829 3 0 1 0 1 0 1 0 1 177 13 max .719 5 0 1 0 1 0 1 0 1 2.031 1 3 L178 min 0 1 -.829 3 0 1 0 1 0 1 0 1 179 14 max .719 5 0 1 0 1 0 1 0 1 2.4 3 180 min 0 1 -.829 3 0 1 0 1 0 1 0 - 1 181 15 max .719 5 0 1 T 0 1 0 1 0 1 2.768 3 182 min 0 1 - 829 3 0 1 0 1 0 1 0 1 183 16 max .719 5 0 1 0 1 0 1 0 1 3.137 3 184 min 0 1 -.829 3 0 1 0 1 0 1 0 1 185 17 max .719 5 0 1 0 1 0 1 0 1 3.505 3 186 min 0 1 -.829 3 0 1 0 1 0 1 0 1 187 18 max .719 5 0 1 0 1 0 1 0 1 3.874 3 188 _ min 0 1 -.829 3 0 1 0 1 0 - -1 0 _1 189 19 max .719 5 0 1 0 1 0 1 0 1 4.243 3 190 min 0 1 -829 3 0 1 0 1 0 1 0 1 191 M9 1 max 2.063 2 0 1 0 1 0 1 0 1 0 1 192 min .816 6 -.719 5 0 1 0 1 0 _1 1 -4243 0 _ 1 193 2 max 2.063 2 0 1 0 1 0 1 0 194 min .816 6 -.719 5 I o v 1 0 1 0 1 -3 703 3 195 3 max 2.063 2 0 1 0 1 0 1 0 1 0 1 196 min. .816 6 -.719 5 1 0 1 0 1 0 1--3.164 3 197 4 max 2.063 2 0 1 0 1 0 1 0 1 0 1 198 min .816 6 - 719 5 0 1 0 1 0` 1 -2.625 3 199 5 max 2.063 2 0 1 0 1 0 1 0 1 0 1 200 min .816 6 -.719 5 0 1 0 1 0 9 -2.086- 3 201 6 max 2.063 2 0 1 0 1 0 1 0 1 0 1 202 min .816 6 -.719 5 0 1 0 1 0 1 -1547 3 203 7 max 2.063 2 0 1 0 1 0 1 0 1 0 1 204 min .816_ L 6 -.719 5 0 1 0 1 0 1 -1 007 -' 3 205 8 max 2.063 2 0 1 0 1 0 1 0 1 0 1 206 min .816 -.719 5 0 1 0 1 0 1 -.468 3 207 9 max " 2.063 _6 2 0 1 0 1 0 1 0 1 .071 5 208 min .816 6 -.719 5 0 1 0 1 0 1 0 1 209 10 max 2.063 2 0 1 0 1 0 1 0 1 .61 5 210 min 816 6 -719 5 0 1 0 1 0 1 0 1 211 11 max 2.063 2 0 1 0 1 0 1 0 1 1.149 5 212 min .816 6 -.719 5 0 1 0 1 0 1 0 1 213 12 max 2.063 2 0 1 0 1 0 1 0 1 1.689 5 214 min 816 6 - 719 5 0 1 0 1 0 1 0 1 215 13 max 2.063 2 0 1 0 1 0 1 0 1 2.228 5 216 min .816 6 -.719 5 0 1 0 1 0 1 0 1 217 14 max 2.063 2 6 0__ -.719 1 5 0 1 0 1 0 1 2.767 5 218 mine .816 0 1 0 1 0 1 0 1 219 15 max 2.063 2 0 1 0 1 0 1 0 1 3.306 5 220 miin 6 - 719 5 0 1 0 1 0 1 0 1 221 16 max ._816 2.063 2 0 1 0 1 0 1 0 1 3.845 5 222 min .816 6 -.719 5 0 1 0 1 0 1 0 1 223 17 max 2.063 2 0 1 0 1 0 1 0 1 4.385 5 224 min .816 6 -.719 5 0 1 0 11 0 1 0 - 1 225 18 max 2.063 2 0 1 0 1 0 1 0 1 4.924 5 226 _ min 816 6 -.719 5 0 1 0 1 1 0 1 0 RISA-3D Version 8.1.1 [P:\...1...1...1...111 Calculations\00 Current OSHPD\Sani-Pak Frame 111810.r3d] Page 7 Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 Fax: 949.916.3445 www.splrestructures.com Company Spire Structural Engineering Designer Manuel Valenzuela Job Number 10.122E Sani-Pak 17 Checked By: Envelope Member Section Forces (Continued) 227 228I Member Sec 19 max min Axial[k] 2.063 816 LC y Shear[k] LC 2 0 1 6 - 719 5 Envelope AISC 13th LRFD Steel Code Checks z Shear[kl 0 0 LC 1 1 Toruue[k-ftl LC v-v Momen.. 0 1 0 0 1 0 Member Shaoe Code C Loclftl LC Shear Locfftl Dir LC ohi`Pnc fkl ohi`Pnt fk1 ohi' LC 1 1 z-z Momen 5.463 0, Cb LC 5 1 Eon 1 M1 1HSS4X4X5-P-Delt 2 I M2 IHSS4X4X5 -P-Dell.. _ 3 M3 HSS4X4X5 -P-Delt.. 4 I M7A HSS4X4X5 - P-Delt.. 5 M8 ' HSS4X4X5 - P-Dolt.. 6 I M9 1 HSS4X4X5 - P-Delt.. s RISA-3D Version 8.1.1 [P:1...1...1...1...111 Calculations100 Current OSHPD\Sani-Pak Frame 111810.r3d] Page 8 Sheet: S P RE STRUCTURAL I I II ENGINEERING Job: 10.122E Hoag dock enclosures 18 Calc By: MVH Date: 11/18/10 sR-1f1Ag smiler L q rw-wr`bNoma4/ �--^ —! i Q �4 rick• � 6.0"-rr 6, ; 0.75 illtatseci T a, n..� - s 4- V'. * IS Sad- ,19Pg. ata V =l063' Akio* K=4-t,p 1z, 14� $P x 13 = 171,01Cla ESEc StKB rFEET -T 1] - =1l}t, rcol*R —1 VSt cud AnTti v4--' w/ 4" a 8tFIt x u 3 : 36oRfnucfit Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 Fax: 949.916.3445 www.spirestructures.com SPIRE STRUCTURALI I ENGINEERING Sheet: Job: 10.122E Hoag dock enclosures 19 Calc By: MVH Date: 11/18/10 Anchorage to Concrete - Hilti KB-TZ (ESR-1917) OSHPD = Bolt # = Conc fc= Diameter = hef = Type = t- 5= tmin = Smin = Ano = An = ku = k p = Np.G = Nb = Loading = W1,conc = 4Pn,conc = ,I�,Vn,mnc = VPn,steel = 4Vn,steel = Pu = Vu = 1 NW 3,000 5/8 4.00 S 6.0 6.0 6.0 2.38 144 108 17 2 5,840 7,449 Seismic 0.65 2,135 5,866 10,479 5,770 *Note: Capacities are decreased by 0.75 for seismic loading 1131 360 NW or LW psi in Bolt diameter n Effective anchor embedment C = Carbon, S = Stainless in Conc thickness in Anchor spacing in Min member thickness in Min spacing In2 =9 hef2 in2 = min[(3 hed(1.5 her+sr2), A,o1 Table 3 - 4 [ESR-1917] Table 3 - 4 [ESR-1917] Lbs Table 3 - 4 [ESR-1917] Lbs = kcr'(f c) " 'het1.5 Seismic or Nonseismic Lbs Lbs Lbs Lbs _ Otconc'min(Nb,NP,C4 (An/A no) _ Ov,conc'k cp'Nb'(A n/A no) +t,steel'A se'f u WV,SIBeI 5 Lbs Factored tension demand (ULT) Lbs Factored shear demand (ULT) *Note: Demand values have been increased by 1.3 for seismic loading Interaction (In lieu of ACI 318 D.7.1,D.7.2 & D.7.3 DCR = DCR = DCR = DCR = DCR = DCR = Concrete 0.53 OK N/A N/A Steel 0.11 OK N/A N/A (1)vconc = 0.70 '$Atsteel = 0.75 wvsteel = 0.65 1.3V <02-*1.3•P 0V 1.3 P <0.2->1.3•V <1.0 �?, oV 1.3-P +1.3 V <1.2 0Pn OV. Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 Fax: 949.916.3445 www.spirestructures.com Sheet: S P RE STRUCTURAL II ENGINEERING Job: 10.122E Hoag dock enclosures 20 Calc By: MVH Date: 11/18/10 C it€; t 1101l' f ttusr SPAN srn+t-1 - fr-81) IliesTsj Lr : = oP T V 2 Lr`f T-Ruaw ' 4-4e Dka- rkkTA-LOt% vvt.-t pth 7.1.1 p+ kith (w,sv, 40V) sitN4pk1�- in-263 �r r} SI 4-- V►-lks 2.63 4LP frt �4N 5 01911 `tr-Pu,,,41 5g2�f 'roc WEIS ,f 46 (2244) Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 Fax: 949.916.3445 www.spirestructures.com CITY OF NEWPORT BEACH SUBMITTAL REQUIREMENTS FOR TENANT IMPROVEMENTS For number of sets required, refer to the Required Department Review Matrix. General „0„A! 18" x 24" minimum, drawn in a commonly used scale (1/8 or 1/4 inch architectural, or 10 scale engineering) Scale and north arrow on each page Address of prajecf(arlcluding,butrding number; suite, room or unit number; floor number for multi- story buildings; and legal description of property) ._� - Name, address, and ph'ti'ne-narfibe7tsf"owner Name, address, phone number and signature of individual who prepared plans on each sheet All existing building layout and systems, and all proposed improvements Tenant name and occupancy classification(s) for building/tenant space(s) Type of construction Square footage of subject area Complete floor plan, with all room uses labeled All dimensions, sizes, etc., necessary to review proposed project Site plan showing disabled parking and accessible path of travel Fully dimensioned parking lot plan, illustrating existing configuration and all proposed changes Iv''13e''y Building A< Details for fire assemblies re: construction and installation tUvCr 7 Furniture layout Door and finish schedule ,A Bathrooms showing disabled ac�ce s compliance (`-- !V �! Electrical, mechanical and plumbing plans for area of work Fire Fire extinguisher type and location(s) k/ ,Y Fire protection plans (sprinkler system, alarm) for the building/tenant area(s) IYAG-- _3! Areas where there is use, storage and/or handling of flammable, combustible, toxic, corrosive, J.i— oxidizing, explosive or otherwise hazardous materials 4 Type, quantity, method of storage/use of hazardous materials ;0 5e Location of medical gas, storage , piping, type and quantity, if used ;LA'/'— Plann Zoning designation of the property ng s or the site, including the parking requirements for the various uses on site, and the number of existing, new and total proposed parking spaces provided ,2- List of any current discretionary approvals received for the project (i.e. Use Permit, Development Plan Review, Coastal Development Permit. etc.) Existing and proposed roof top mechanical equipment and screening apparatus on both the roof plan and elevations, including details illustrating how the equipment will be screened and will comply with the height limitations of the site Forms \subbti 11 /09/09 Mailing dress 0e- g kve. SitMress $& . 'tx\t YES N 1. ❑ N CITY OF NEWPORT BEACH BUILDING DEPARTMENT 3300 NEWPORT BLVD. P.O.BOX 1768, NEWPORT BEACH, CA 92658 (949) 644-3275 HAZARDOUS MATERIALS QUESTIONNAIRE If the answer to any of the questions below is yes, applicant must contact the Fire Prevention Office, 3300 Newport Boulevard, P.O. Box 1768, Newport Beach, CA 92658-8915. Telephone: (949) 644-3106. Business Name Contact Person el hone • . ��crs (f$5 r1611 41F&8 �� 8 Ci, }'1..tCs- 1Zc43 Czty P Will your business activity generate Hazardous Waste in any quantity, in any physical form (solid, liquid, gas)? 2. ❑ V Will your business at any one time store, use or handle Hazardous Substances in quantities 3. equal to or greater than 55 gallons, 500 pounds or 200 cubic feet of compressed gas? ❑ Will your business store, use or handle Carcinogens or Human Reproductive Toxins in any amount? 4. ❑ Will your business use an existing or install an Underground Storage Tank for Hazardous Substances or Hazardous Wastes? 5. ❑ Will your business store, use or handle Acutely Hazardous Materials? 6. ❑ If your business will be handling Acutely Hazardous Materials, will your business be located within 1,000 feet from the outer boundary of a school? Briefly describe the nature of the business activity: Printed Name of Respondent: Jet` G.i cere)z Circle one: owner lessee ( agent 1 tenant architect engineer I declare under penalty of perjury that to the best of my knowledge and belief the responses made herein are true an cone 1112-2110 Date For NBFI?-Fire Prevention U Business Plan Required South Coast Air Quality Management District 21865 Copley Drive, Diamond Bar, CA 91765-4182 (909) 396-3529 • http:// www.agmd.gov Air Quality Permit Checklist California Government Code Section 65850.2 prohibits cities from issuing an occupancy permit to a business without clearance from the local air quality agency. This Checklist will determine if you need to obtain clearance from the South Coast Air Quality Management District (AQMD). Company Name: Property Address: City: Contact Person: Type of Business: try Fax Number: ` lLCt )1& — 446(P e-mail addre ek Auk 1)6 Vl , ark.. Zip Code: 124 G Yll1 • .rr\ Title: D\ f(a - r i 4`T Telephone: t 1`�"tj "16,"'[ — p CJ tic t"Z1vn Applicant (print name)Signature: Date: ILI • Will the facility have any of the following equipment? Yes ❑ No Charbroiler Dry cleaning machine Spray booth Printing press (screen/lithographic/flexographic) Internal combustion engine greater than 50 HP (excluding motor vehicles) Boiler/combustion equipment (greater than I million BTU/hr. maximum input) Abrasive blasting cabinet/room Baghouse/cartridge-type dust filter/scrubber Motor fuel storage and dispensing equipment • Will any of the following operations be performed? Yes ❑ No Application of paints or adhesives Etching, plating, casting, or melting of metals Molding, extruding, or curing of plastics Mixing and blending of liquids and/or powders Storage of acids, solvents, organic liquids, or fuels Production of fumes, dust, smoke, or strong odors If you answered "No" to both questions, this checklist is your clearance from AQMD. If you answered "Yes" to either question, you must contact AQMD to determine if air quality permits are required. If permits are needed, AQMD will assist you in submitting permit application(s) and then provide you with a clearance letter. You can call AQMD at their Small Business Assistance Office at 1-800-CUT-SMOG (1-800-288-7664). Revised November 2006 ADA SOLUTIONS, INC. View additional photos, drawings and specifications on our website: www.adatile.com. Call (800) 372-0519 with any questions. PRODUCT SPECIFICATIONS CAST -IN -PLACE COMPOSITE PAVER TILES Inline Dome Pattern: Tactile Warning Surface DOME GEOMETRY In accordance with ADA Regulations for Detectable Warning on Curb Ramps: raised truncated domes with a diameter of nominal 0.9", a height of nominal 0.2", and a center -to -center spacing of 1.67" minimum, and 2.35" maximum. PANEL DIMENSIONS MATERIAL TWS Units are available in 24"x36", 24"x48", 24"x60", 36"x48", and 36"x60" sizes. TWS Units may also be custom configured to accommodate specific project requirements. TWS Units measure 0.20" nominal thickness and feature embedment ribs 3" on center. A homogenous glass and carbon reinforced composite which is colorfast and UV stable. Truncated Domes are fiberglass reinforced for enhanced durability. The TWS panel color is uniform throughout and does not rely on any type of paint coating to achieve color stability. Standard colors include: Federal Yellow, Brick Red, Clay Red, Dark Gray, Black, and Blue. INSTALLATION TWS Units are to be used on new curb ramp locations. The TWS Units can be pre -filled with concrete and set in place or pressed into place in the freshly poured concrete. PHYSICAL CHARACTERISTICS: Compressive Strength Flexural Strength Water Absorption Slip Resistance Flame Spread Index Salt Spray Chemical Stain Testing Abrasion Resistance Accelerated Weathering Tensile Strength Adhesion to Concrete (20° -180°) Freeze/Thaw/Heat 28,900 psi 29,300 psi .07% 1.18 Dry/1.05 Wet 20 No Change (200 hours) No Deterioration 549 Delta E < 5.0 (2,000 hours) 11,600 psi No Delamination or Degradation No Disintegration ASTM D 695 ASTM D 790 ASTM D 570 ASTM C 1028 ASTM E 84 ASTM B 117 ASTM 1308 ASTM C 501 ASTM G 155 ASTM D 638 ASTM C 903 ASTM C 1026 ADA SOLUTIONS, INC. P.O. Box 3, North Billerica MA 01862 Tel: 800.372.0519 Fax: 978.262.9125 www.adatile.com Wherever you go, there we are. TM WARRANTY: FIVE YEARS (5( -CERTIFICATE OF COMPLIANCE. DATE: TED PROJECT NAME: ADA Solutions, Inc. warrants to the Owner and Purchaser that the tactile warning surface supplied by ADA Solutions, Inc. is free from defects in workmanship and material including deformation, discoloration, fading, and breakage for a period of five (5) years from the date of acceptance of the project. This warranty is valid only upon completion of the job, proper maintenance of the material; and payment in full to ADA Solutions, Inc. EXCLUSIVE REMEDIES: ADA Solutions, Inc. at its cost will repair or replace any defective material promptly reported during the warranty period. This warranty includes labor costs and cost of removal of the product. Repair or replacements will be done on site. A. ADA SOLUTIONS INC. PRODUCT WARRANTY COMPLIES WITH THE ARCHITECTURAL STANDARDS AS PUBLISHED IN 2008 of the California Access Compliance Code CBC 2007 AND 2009 CBC Regulations. This Includes durability criteria which that the shape, color, fasteners, confirmation, sound -on -cane and acoustic quality, resilience and attachment will not degrade significantly for at least Five[5] years after initial installation. B. Comply with Title 24, Division of the State Architect policies IR-11B-3 and IR 11B-4 and Sections 12-11A.209 and 12-11B.209 of the DSA-2008. WARRANTY LIMITATIONS: ADA Solutions, Inc. warranty does not apply to conditions resulting from improper use, improper installation, external causes, intentional misuse or abuse, neglected or improper annual maintenance, vandalism, modifications to the tile, with the exception of the Owner's right to immediately eliminate an unsafe condition. DISCLAIMER OF WARRANTY: The above warranty is the Owner's and Purchaser's exclusive warranty. No other warranty expressed or implied shall apply. ADA Solutions, Inc. specifically makes no warranty of merchantability and/or fitness for a particular purpose. W. SC fatr OBER VICE PRESIDENT, ADA SOLUTIONS, INC. P.O. Box 3 • North Billerica, MA 01862 Tel: 800.372.0519 • Fax: 978.262.9125 wwvc.adcriUe.corn SiDGS State of California • Arnold Schwarzenegger, Governor State and Consumer Services Agency DEPARTMENT OF GENERAL SERVICES Division of the State Architect - Headquarters DSA BULLETIN DATE: October 31, 2002 Revised: April 9, 2008 TO: DSA JURISDICTION: where state funds are utilized for any project or where funds of counties, municipalities or other political subdivisions are utilized for the construction of elementary, secondary or community college projects. GOVERNING BODIES: where funds of counties, municipalities or other political subdivisions are utilized except as otherwise provided above. CITY AND COUNTY JURISDICTIONS: The building department of every city, county, or city and county within the territorial area of its city, county, or city and county, where private funds are utilized. Building department means the department, bureau or officer charged with the enforcement of laws or ordinances regulating the erection or construction, or both the erection and construction, of buildings. OTHER INTERESTED PARTIES FROM: Department of General Services, Division of the State Architect SUBJECT: EXCEPTION TO THE INDEPENDENT ENTITY EVALUATION AND PRODUCT APPROVAL OF DETECTABLE WARNINGS AND DIRECTIONAL SURFACES 1. AUTHORITY This bulletin is issued pursuant to the authority granted by California Government Code Section 4460, which authorizes the Department of General Services, Division of the State Architect (DSA) to grant exceptions to the product approval of detectable warnings and directional surfaces. 1102 Q Street, Suite 5100 • Sacramento, California 95811 • (916) 445-8100 2. BACKGROUND Federal and California state regulations currently require detectable warnings and directional surfaces that warn blind or visually impaired persons of hazards, or that provide for directional wayfinding. The 2007 triennial edition of the California Code of Regulations (CCR), Title 24, contains regulations aimed at implementing Section 4460 of the California Government Code. Under these regulations; detectable warning products and directional surfaces require evaluation and product approval by an independent entity selected by the Division of the State Architect as set forth in CCR, Title 24, Part 1 (California Building Standards Administrative Code), Chapter 5, Articles 2, 3, and 4; Part 2 (California Buildings Standards Code) Sections 202, 1107A.4-D, 1107A.9-I, 1112A.9, 110213, 11216.3.1 Items 8(a) and 8(b), 1127B.5 #7, 11336.8.5; Part 12 (California Referenced Standards Code) Chapters 12-11A and 12-11 B. 3. SUMMARY The development of an evaluation and approval program for detectable warning products and directional surfaces is currently underway. Until the DSA evaluation and product approval program for detectable warning products and directional surfaces is implemented and product approvals can be issued, DSA will accept a written five (5) year product warranty provided by the manufacturer of detectable warning products and directional surfaces. Such warranty shall indicate compliance with architectural standards as published in the current edition of the California Building Standards Code, and also include durability criteria which indicate that the shape, color fastness, confirmation, sound -on -cane acoustic quality, resilience, and attachment will not degrade significantly for at least five (5) years after initial installation. As used in this bulletin, "not degrade significantly" means that the product maintains at least 90 percent of its approved design characteristics, as determined by the enforcing agency. NOTE: Consult with the Department of Housing and Community Development (HCD) when these products and surfaces may be mandated for use in residential housing. -2- 4. QUESTIONS For questions regarding this bulletin contact: Derek M. Shaw Associate Architect Division of the State Architect, Headquarters 1102 Q Street, Suite 5100 Sacramento, CA 95811 Phone: (916) 445-8100 Email: derek.shaw@dgs.ca.gov 5. AVAILABILITY OF ALTERNATIVE FORMATS Copies of this bulletin are available in the following formats: standard print, large print, audiocassette tape, and computer disk. Copies can be obtained by calling the Division of the State Architect, Headquarters at (916) 445-8100. -3- 1