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HomeMy WebLinkAboutB2000-3905 - Misc5ii--20'0 0 Consulting Engineers 2222 Marlin, Suite 212 Irvine, GA 92612-1406 (949) 252-1022 Fax (5.1.9) 252-8082 project location client LJ? by - date T - job no_ sheet no_ 1/01/465a, OF'PARTMEN CITY OF NEWPORT BEAC,N. CA kiPROVAL CF THESE PLANS DOES HOT CONFTiTUTE EXPRESS OR lupus NOR2ATIOM TO CONSTRUCT ANY 8U1]..ni.; '.1::)LAT,ON OF. OR INCONSIS- TSNT WITH, THE OROiNANCES, PLLNS AN') 17•CIJOSO C Cr fir OF NEWPORE SE CH TM,S APPROVAL DOE! NOT 0 S ARE.411 ALL MESPECIN IN CON?tIANCt iTNONMLICES, PLANS AND POL:Cv,S. TO CIE UE'PPO.), 10 nEalliRF Afe PERMITEE TO qEiti;;:. --• (,CNE. MENT AUTHOREZEiT t TNE ij:, TION, IF NECESNANY T)COIV WITH isiE -3E5 OF THE CITY OF NR,TVORT SENCH. APPLICANT'S ACM40Wil-D'EL.cou• Nivana..) DEPARTMENT CA;T.. 4_ .;,4 r-rPUBLIC WONG RAFPC 04N, 4P; cNe-1- OJT .R GRACING - ' VEEN., TEr 10 Consulting Engineers 2222 Martin, Suite 212 Irvine, CA 92612-1406 (949) 252-1022 Fax (949) 252-8082 Project 14271 —T? 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I�©24 Lc 4 A1114"iVA t) hvlT� /() tLiH ie2r, G-1) 2x6 (2)) io x 4 ITh t1 tvittg-a .-)41-� f fl Consulting Engineers 2222 Martin, Salle 212 Irvine, CA 92612-1406 (949) 252-1022 Fax (949) 252-8082 project location client r1 • by it date r0',lo-OI sheet no. job no.lQG .6o ti P to s r y ,� (/ (( )- /37- 11/9 a 9e 4f 15/91 e ,y2_ )e' 7(a / 3 '/Ok ./ l�� Canso/ling Engineers 2222 Martin, Suite 212 Irvine, CA 91612-1406 (949) 252-1022 Fax (949) 252-8082 project knesSi °� � =i'— i �'� lt eri- location by 1 L. date sheet no. 5v- 1 client lal job no. 2xs�1-i e711 ¶ CAlt� Consulting Engineers 2222 Martin, Suite 212 Irvine, CA 92612-1406 (949) 252-1022 Fax (949) 252-8082 project vocz, L-02. 1 zorif i location ��G��-"r �j[�y.� c>gt„ client Id S V- by r date IPO•l(p"EDI sheet no. _ Z_ job no. 1 Q2i✓-7, cc f (-(t) a-7 rIt)dti jet (10 j/titileikryi Gi)2x(40 (1)) 1x ?-21, ip 4 it-L tvib-ig5 �1GilL� Q.� Consulting Engineers 2222 Martin, Suite 212 Irvine, CA 92612-1406 (949) 252-1022 Fax (949) 252-8082 project location client -jj- ' 1741 U r' by iG 7 date sheet no. 5/‘3 job no. � jG3 0 0 Il c c o ))i° l� 9 V x 7, ot9(7,il 4/ /5744 i� t CITY OF NEWPORT BEACH BUILDING DEPARTMENT 3300 NEWPORT BLVD P.O.BOX 1768, NEWPORT BEACH, CA 92658-8915 (949) 644-3275 Project Address: 1 HOAG DR Plan Check No.: 3141-2000 Expiration Date: 06/13/2001 Plan Check Engineer: Ali Naji Phone: (949) 644-3292 • Make the following corrections to the plans. • Return this correction sheet and check prints with corrected plans. • Indicate how each correction was resolved. PRELIMINARY PLAN CHECK DUE TO LACK OF THE FOLLOWING DETAILS /INFORMATION A COMPLETE RECHECK SHALL TAKE 1 TO 2 WEEKS MORE CORRECTIONS MAY FOLLOW TENANT IMPROVEMENT CORRECTIONS 1. Approval is required from: • Building Department • Planning Department Additional corrections: Approved Corrections a. Building ❑ Ali Naji, P.E. Plan check engineer (949) 644 3292 1/2 01/0'9/01 CITY OF NEWPORT BEACH BUILDING DEPARTMENT 3300 NEWPORT BLVD P.O.BOX 1768, NEWPORT BEACH, CA 92658-8915 (949) 644-3275 Project Address: 1 HOAG DR Plan Check No.: 3141-2000 Expiration Date: 06/13/2001 Plan Check Engineer: Ali Naji Phone: (949) 644-3292 • Make the following corrections to the plans. • Return this correction sheet and check prints with corrected plans. • Indicate how each correction was resolved. PRELIMINARY PLAN CHECK DUE TO LACK OF THE FOLLOWING DETAILS /INFORMATION A COMPLETE RECHECK SHALL TAKE 1 TO 2 WEEKS MORE CORRECTIONS MAY FOLLOW TENANT IMPROVEMENT CORRECTIONS 1. Approval is required from: • Building Department • Planning Department 2. Additional corrections: Approved Corrections a. Building Ali Naji, P.E. Plan check engineer (949) 644 3292 1/2 01/09/01 b. Electrical ❑ ❑ c. Mechanical ❑ ❑ d. Plumbing ❑ ❑ 3. Show property lines on key plan. Specify dimension from property line to proposed trailer locations. 4. Plans shall be approved by the California HCD and wet stamped & signed by the engineer/architect prior to permit issuance. 5. Clarify ramp crossing property line. Is this same complex/address? 6. Clarify path of travel from existing accessible parking spaces to existing buildings. Please note that trailer number 3 shall not reduce or block path of travel to existing buildings. Re -stripe parking to make up for the lost accessible parking spaces. More corrections may follow once this is clarified. 7. Raise valuation to include all construction work for which the permit is issued as well as all finished work, painting, electrical, plumbing, heating, air conditioning and any other permanently fixed equipment. Revise construction valuation to include cost of the trailers and pay additional plan check fee. 8. Provide complete floor plans, reflected ceiling plans and furniture layout for each trailer. Specify number of restrooms provided per table 4-1 of UPC 97. Provide complete elevations and floor plans with details to verify accessibility compliance. More corrections may follow. 9. Clarify on plans exiting from trailers. Show exit signs on floor plans, specify number of occupants, and number of required exits. More corrections may follow. 10. Update code provisions on sheet 1 per UBC 97. Clarify alternate post to concrete connection on sheet 1. Delete all non -applicable details. 11. Revise details on sheet number 2 per UBC 97. Cross reference details on plans. Provide calculations to justify. More corrections may follow. 12. State on plans that separate mechanical, electrical and plumbing permits are required. 13. Return this plan correction list with your corrected plans. Cross- reference your corrections adjacent to the correction numbers and cloud all changes, in order to expedite your recheck. Ali Naji, P.E. 2/2 01/09/01 Plan check engineer (949) 644-3292 TRANSMITTAL Date: May 22, 2001 To: Re: Ali Naji City of Newport Beach Building Department 3300 Newport Blvd. PO Box 1768 Newport Beach, CA 92658-8915 Hoag Modulars Liebke Project No. 00119 City of Newport Beach Plan Check No. 3141-2000 LIEBKE ARCHITECTS We are sending you: ■ Enclosed o Under Separate Cover Via: o FAX ❑ United Parcel Post ■ Hand Delivered ❑ Mail 1 Copy: Building Department Comments and Response To Comments 2 Sets: Construction Drawings, issued for Back Check dated May18, 2001 1 Copy: Construction Drawings, dated December 20, 2000 as reviewed by City of Newport Beach 1 Copy: Modular Trailer Anchorage Calculations (24x40 and 36x60(2units for 36x120)) 1 Copy: Parking structure calculations (to confirm ability of structure to support trailers) 1 Copy: Approved Request for Alternate Method of Construction as approved by city. Ali- We had received approval on our Request for Alternate Method of Construction to place one modular unit on the parking structure. We would greatly appreciate it if we could meet with you to go over the remaining comments. Thanks Sincerely, Liebke f4ssociates,Inc. St4Qe Liebke, AIA, PE Principal cc: Eric Brown 00119tra.50 Liebke Associates Inc.1340 Reynolds Ave, Suite 115, Irvine, California 92614 Tel 949 752 5052 Fax 949 752 5054 RESPONSE TO BUILDING DEPARTMENT COMMENTS 3. Comment: Show property lines on key plan. Specify dimension from property line to proposed trailer locations. Response: See Sheet A-0.1: Property lines added with distances to Modular Trailers. 4. Comment: Plans shall be approved by the California HCD and wet stamped and signed by the engineer/architect prior to permit issuance. Response: Noted: Shop drawings are in progress. We would like to leave this as the last remaining issue. 5. Comment: Clarify ramp crossing property line. Is this same complex/address? Response: See Sheet A-1.0: It is our understanding that the exterior ramp/stair is not considered part of building. This entire site is the Hoag Hospital complex. 6. Comment: Clarify path of travel from existing accessible parking spaces to existing buildings. Please note that trailer number 3 shall not reduce or block path of travel to existing buildings. Re - stripe parking to make up for the lost accessible parking spaces. More corrections may follow once this is clarified. Response: See sheet A-0.1: Modular Trailer 3 was deleted from project. Modular Trailers 4 and 5 were also deleted and Modular Trailer 2 was increased in size and relocated to the Trailer 3 location. Path of Travel from existing accessible parking spaces to existing buildings was added as well as the parking area being re -striped to make up for lost accessible parking spaces. 7. Comment: Raise valuation to include all construction work for which the permit is issued as well as all finished work, painting, electrical, plumbing, heating, air conditioning and any other permanently fixed equipment. Revise construction valuation to include cost of the trailers and pay additional plan check fee. Response: Valuation will be raised to include cost of trailers. Site plumbing and electrical to trailer will be on separate permit. Comment: Provide complete floor plans, reflected ceiling plans and furniture layout for each trailer. Specify number of restroom provided per table 4-1 of UPC 97. Provide complete elevations and floor plans with details to verify accessibility compliance. More corrections may follow. Response: See Sheets A-1.1 and A-2.1: Floor Plans, ceiling plans and furniture layout added. See Sheet A-2.2 for the toilet room elevation. 1 HC men's toilet and 1 HC women's toilet provided for 29 employee occupants in office building per UPC. 9. Comment: Clarify on plans exiting from trailers. Show exit signs on floor plans, specify number of occupants, and number of required exits. More corrections may follow. Response: See Sheets A-1.1 and A-2.1: See Floor Plan for number of occupants and number of required exits. See ceiling plan for exit sign locations. 10. Comment: Update code provisions on sheet 1 per UBC 97. Clarify alternate post to concrete connection on sheet 1. Delete all non -applicable details. Response: See reference sheet 1. Code provisions updated and non -applicable details deleted. Alternate post to concrete detail 2 omitted. 11. Comment: Revise details on sheet number 2 per UBC 97. Cross reference details on plans. Provide calculations to justify. More corrections may follow. Response: Reference Sheet 2 replaced with Reference Sheets 2 and 3 and S-1. Also see attached calculations. 12. Comment: State on plans that separate mechanical, electrical and plumbing permits are required. Response: See Sheet A-0: Note added. 13. Comment: Return this plan correction list with your corrected plans. Cross-reference your corrections adjacent to the correction numbers and cloud all changes, in order to expedite our recheck. Response: Noted 00119 Building Department Comments CITY OF NEWPORT BEACH . BUILDING DEPARTMENT 3300 Newport Boulevard, P.O. Box 1768, Newport Beach, CA 92658-8915 CASE NO. (Receipt No.) lot' Ir3Z U REQUEST FOR MODIFICATION TO PROVISIONS OF TITLE 15 OF THE NEWPORT BEACH MUNICIPAL CODE (See Reverse for Basis for Approval) (Fee $155) ® REQUEST FOR ALTERNATE MATERIAL OR METHOD OF CONSTRUCTION (See Reverse for Basis for Approval) (Fee $155) ❑ REQUEST FOR EXEMPTION FROM DISABLED ACCESS DUE TO PHYSICAL OR LEGAL CONSTRAINT (Fee $689) (Ratification by the Board of Appeals will be required.) For above requests, complete Sections 1. 1 & 3 by printing in ink or typing. FOR STAFF USE ONLY Plan Check # 3141-2000 # of Stories 1 Occupancy Classification B Use of Building Off ice # of Units 1 Project Status Back Check Construction Verified by No. of Items Fee due DISTRIBUTION: ❑ Owner Petitioner 8 Fire 1 Plan Check Art; Inspector Other 1 JOB ADDRESS Site Address: 1 Hoag Drive Liebke Associates, Inc. Petitioner Steve Liebke, AIA Owner Hoag Memorial Hospital Presbyterian Address 1340 Reynolds Ave. Suite 115 Address 1 Hoag Drive Irvine, Calif. Zip 92614 Newport Beach - Zip 92658 Daytime Phone 049. ) 752-5052 Daytime Phone e49 ) 574-4488 _ _ Leif Thompson V.P. 2 (REQUEST: Submit plans if necessary to illustrate reqquest. Additional sheets or data may be attached. £he facility requests to locate a 4310 sf modular trailer unit (B Occupancy) Oa the top level of an open parking structure (S4 Occupancy). The modular trailer unit is Type VN construction and the parking structure is Type IIN construction. See attached sketch SK-1. JJTUSTIFICATION/FINDLNGS OF EQUIVALENCY: CODE SECTION 42' See exhibit A and Site Plan SK-1 attached. Petitioner's Signature - Position Architect Date 5-7-01 DEPARTMENT ACTION: In accordance with: ER 105 UAC (Alternate materials ( met ds) ❑ 106 UAC (UBC Modification) IT! Concurrence from the Fire Marshal ❑ Request (DOES) (DOES NOT) ❑ Request (DOES) (DOES NOT) is required. r By: tsapproved ❑ ntten Comments':Attached Date 5 t b ib I 1 lessen any fire protection requirements. lessen the structural integrity The Request is - Granted' � "' ❑Denied (See reverse for ❑ Granted (Ratification required) appeal information) Conditions � rorf �� Approval: (— tCrz, (c,✓ /I 11 I 1� 4-7 - kit- �-:4 Y1 et,���,t k_J.., z kip A s. e,-t (7 L S tC_ / t o - z, -in eke:.0 A VC& 1..(,; Jr ifS>� Iv0Z- 2 "t ct r (a .. C//]� f,� Signature Print Name .=? ate 4 ( (n ( I - Position ,�4Ja 'FA-65A- APPEAL OF DEPARTMENT ACTION TO THE BUILDING BOARD OF APPEALS (See Reverse) (Signature, statement of owner or applicant, statement of rePassoonns for appeal and filing fees are required.) MAY 0 7 2001 CASHIER VALIDATION Formskegmodif 7/2000.doc CITY OF ntwt'Oti t bFACyN CITY OF NEWPORT BEACH BUILDING DEPARTMENT 3300 NEWPORT BLVD P.O.BOX 1768, NEWPORT BEACH, CA 92658-8915 (949) 644-3275 Project Address: 1 HOAG DR Plan Check No.: 3141-2000 Expiration Date: 06/13/2001 Plan Check Engineer: Ali Naji Phone: (949) 644-3292 • Make the following corrections to the plans. • Return this correction sheet and check prints with corrected plans. • Indicate how each correction was resolved. PRELIMINARY PLAN CHECK DUE TO LACK OF THE FOLLOWING DETAILS /INFORMATION A COMPLETE RECHECK SHALL TAKE 1 TO 2 WEEKS MORE CORRECTIONS MAY FOLLOW TENANT IMPROVEMENT CORRECTIONS 1. Approval is required from: • Building Department • Planning Department 2. Additional corrections: Approved Corrections a. Building Ali Naji, P.E. Plan check engineer (949) 644 3292 1/2 01/09/01 ic# b. Electrical ❑ ❑ c. Mechanical ❑ ❑ Plumbing ❑ ❑ d. Show property lines on key plan. Specify dimension from property line to proposed trailer locations. Plans shall be approved by the California HCD and wet stamped & signed by the engineer/architect prior to permit issuance. anf ramp crossing _nro erty line. Is this same com lex/address? Clarify path of travel from existing accessible parking spaces to existing buildings. Please note that trailer number 3 shall not reduce or block path of travel to existing buildings. R 1 cleified. Raise valuation to include all construction work for which the permit is issued as weir as all finished work, painting, electrical, plumbing, heating, air conditioning and any other permanently fixed equipment. Revise construction valuation o include cos‘df the trailers and pay additional plan check fee. J 9-s t Provide complete floor plans, reflected ceiling plans and furniture layout for each trailer., Specify number of restrooms provided per table 4-1 of UPC 97. Provide complete elevations and floor plans with details to verify accessibility compliance. More corrections may follow. Clarify on plans exiting from trailers. Show exit signs on floor plans, specify number of occupants, and number of required exits. More corrections may follow. Update code provisions on sheet 1 per UBC 97. Clarify alternate post to oncrete connection on sheet 1. Delete all non -applicable details. Revise details on sheet number 2 per UBC 97. Cross reference details on pl s. Provide calculations to us f . Mf2-iii.tc2rtemay follow. State on plans that separate mechanical, electric and plumbing permits are required. Return this plan correction list with your corrected plans. Cross- reference your corrections adjacent to the correction numbers and cloud all changes, in order to expedite your recheck. Ali Naji, P.E. 2/2 01/09/01 Plan check engineer (949) 644-3292 PACIFIC CONSULTING ENGINEERS DATE: 2/28/01 2150 BELL AVE., #145 SACRAMENTO CA. 95838 SHEET No. 1 of 3 Ph. 916-564-6028 FAX 916-564-6029 Job No. 01-260.1 VERTICAL DESIGN 24 x 40 Commercial Coach GE Capital Modular Space 2100 S.E. Main Street, Suite 200 Irvine, CA Hoag Hospital Newport Beach, CA VERTICAL DESIGN LOADS Input Data: Roof Live Load: Roof Dead Load: Floor Live Load Floor Dead Load Exterior Wall Dead Load: Building Length: Building Modular Width: Metal Pier load rating: Soil Bearing Pressure: Loads at Outside Support: Max. Support Spacing: Loads at inside support: RI = 20 psf Rd = 10 psf FI = 50 psf Fd = 10 psf Wd = 5 psf L = 40 ft. W = 11.83 ft. P = 4,000 Ibs S = 1,000 psf CALCULATIONS: Vertical Loads & Support Spacing Vo=(RI+Rd+Fl+Fd+Wd)W/2) = 562 plf Spacing=PNo = 7.12 ft. on c.c. Vi= Fl+Fd x W/2 = 355 Ibs Max. Support Spacing: Max. pier spacing not to exceed 8' - 0" o.c. Spacing=PNo = 11.27 ft. on c.c. TIE DOWNS SHEET No. 2 OF 3 JOB No. 01-260.1 GE Capital Modular Space 2100 S.E. Main Street, Suite 200 Irvine, CA 24 x 40 Commercial Coach LATERAL DESIGN LOADS Input Data: Design Wind Pressure Seismic Load Factor Roof Dead Load Wall Dead Load Floor Dead Load: Exterior Wall Height Roof Heigth: Building Length: Building Width: Tie Down Working Load: Wind Load: Seismic Load: Tie down Capacity: ( 75 mph exp. C ZONE 4 Seismic in Longitudenal Direction: No. of Tie Downs Required: Seismic in Transverse Direction: No. of Tie Downs Required: Zone 4 P= SI = Rd = Wd Fd = Ht = Rht = L= W= td = 20 psf 0.189 10 psf 5 psf 10 psf B ft. 2 ft. 40 ft. 23.67 ft. 3,150 Ib's CALCULATIONS: Vw Px(Rht+Ht) = 200 plf Vs=SI x (Rd+Fd+Wd) = 4.725 plf Hcrtd x 1.33 x .707 = 2,962 Ib's V long.= Vs x L = 189 plf Wind controls T long.=(Vw x W)Mc = 2 Tie downs evenly spaced V tran.=Vs x W = 111.825 plf Wind Controls T tran.=( Vw x L)/Hc = 3 Tie downs evenly spaced RIDGE BEAM SUPPORTS VERTICAL DESIGN GE Capital Modular Space 2100 S.E. Main Street, Suite 200 Irvine, CA Roof Live Load Roof L.L. @ Trib. Area Over 200 sq. ft.: Roof L.L. @ Trib. Area Over 400 sq. ft.: Roof Dead Load: Building Module Width: Perimeter steel pier : Steel pier: Soil Bearing Pressure: - Trib. Area 200 sq. ft. or less Trib. Area Over 200 sq. ft. Trib. Area Over 400 sq ft. No. Location Loads ( ft.) ( lbs.) 1 0 6,153 2 40.00 6,153 Input Data: Calculations: Vertical Load at Mod -line: Footin¢ Size ( in. sq.) 30 30 SHEET No. JOB No. 3 OF 3 01-260.1 24 x 40 Commercial Coach W =RI+Rd x D W=R2+Rd x D W=R3+Rd x D Max. Support Spacing: No. of 2"x12"x24" P.T. BASE PADS 4 4 RI R2 R3 Rd D P P1 SI No. of Piers & PIER RATED LOADING 3-3000 Ibs 3-3000 Ibs 20 psf = 16 psf = 12 psf 10psf = 11.83 feet 3,000 Ibs = 4,000 Ibs = 1,000 psf = 355 psf = 308 psf 260 psf PACIFIC CONSULTING ENGINEERS DATE: 2/28/01 2150 BELL AVE., #145 SACRAMENTO CA. 95838 SHEET No. 1 of 3 Ph. 916-564-6028 FAX 916-564-6029 Job No. 01-260.2 VERTICAL DESIGN 36 x 60 Commercial Coach GE CAPITAL MODULAR SPACE 2100 S.E. Main St. #200 Irvine, CA Hoag Hospital Newport Beach, CA VERTICAL DESIGN LOADS Input Data: Roof Live Load: RI = 20 psf Roof Dead Load: Rd = 10 psf Floor Live Load FI = 50 psf Floor Dead Load Fd = 10 psf Exterior Wall Dead Load: Wd = 10 psf Building Length: L = 60 ft. Building Modular Width: W = 11.833 ft. Metal Pier load rating: P = 4,000 Ibs Soil Bearing Pressure: S = 1,000 psf CALCULATIONS: Vertical Loads & Support Spacing Loads at Outside Support: Max. Support Spacing: Loads at inside support: Vo=(RI+Rd+FI+Fd+Wd)W/2) = 592 plf Spacing=PNo = 6.76 ft. on c.c. V= FI+Fd x W/2 = 355 Ibs Max. Support Sp Max. pier spacing not to exceed 8' - 0" o.c. Spacing=PNo = 11.27 ft. on c.c. TIE DOWNS SHEET No. 2 OF 3 LATERAL DESIGN JOB No. 01-260.2 GE CAPITAL MODULAR SPACE 2100 S.E. Main St. #200 Irvine, CA Design Wind Pressure Seismic Load Factor Roof Dead Load Wall Dead Load Floor Dead Load: Exterior Wall Hehgth Roof Heigth: Building Length: Building Width: T Down Working Load: 36 x 60 Commercial Coach Input Data: ( zirmph exp. C ) Wind Load: Seismic Load: Tie down Capacity: Seismic in Longitudenal Direction: No. of Tie Downs Required: Seismic in Transverse Direction: No. of Tie Downs Required: Zone 4 P= SI = Rd = Wd = Fd = Ht = Rht = L= W= td = 20 psf 0.189 10 psf 5 psf 10 psf 8 ft. 2.5 ft. 60 ft. 35.5 ft. 3,150 Ib's CALCULATIONS: Vw=P x (Rht + Ht) = 210 plf Vs=SI x (Rd+Fd+Wd) = 4.725 plf Hc=td x 1.33 x .707 = 2,962 Ib's V long.= Vs x L = 283.5 plf Seismic Controls T long =( V x W)/Hc = 4 Tie downs evenly spaced, V tran.=Vs x W = 167.74 plf Wind Controls T tran.=( Vw x L)/11c = 5 Tie downs evenly spaced RIDGE BEAM SUPPORTS VERTICAL DESIGN GE CAPITAL MODULAR SPACE 2100 S.E. Main St. #200 Irvine, CA Roof Live Load Roof L.L. @ Trib. Area Over 200 sq. ft.: Roof L.L. @ Trib. Area Over 600 sq. ft: Roof Dead Load: Building Module Width: Steel pier Perimeter steel pier : Soil Bearing Pressure: Trib. Area 200 sq, ft. or less Trib. Area Over 200 sq. ft. Trib. Area Over 600 sq. ft. No. Location Loads ( ft.) ( Ibs.) REAR 1 0 9,230 FRONT 2 60.00 9,230 Input Data: Calculations: Vertical Load at Mod -line: Max. Support Spacing: Footing Size ( in. sq.) 36 36 SHEET No. JOB No. 36 x 60 Commercial Coach No. of 2"x12"x24" P.T. BASE PADS 5 5 W =RI+Rd x D W=R2+Rd x D W=R3+Rd x D No. of Piers & PIER RATED LOADING 4-3000 Ibs 4-3000 Ibs 30F3 01-260.2 RI = 20 psf R2 = 16 psf R3 = 12 psf Rd = 10 psf D = 11.8333 feet P = 4,000 Ibs P1 = 3,000 Ibs SI = 1,000 psf 355 psf 308 psf = 260 psf 2220 NORTH UNIVERSITY DRIVE NEWPORT BEACH, CA 92660.3319 949.574_1325 FAX 949.574.1338 RRCHCT CTURE AND INTERIOR DESIGN TAYLOR & ASSOCIATES 4 R (NI1EC15 Structural Calculations for HOAG MEMORIAL HOSPITAL PRESBYTERIAN TRAILER RELOCATION STUDY Modular Trailer #2 Newport Beach, California William C. Taylor Structural Engineer S702 Taylor & Associates Architects Project No. 1944.60 SENT SY: TAYLUR A. 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SM CD dr IX W A e. tg m m co ti i SENT RY:-TAYLfR & GAINES ; 6283E16310; MAY-10-01 6:52PM; PAGE 6 s ri 8 8 .10 h T�. rn 4i s'$ y�..� E Ffµ: s ^T' r4' 4 SS ,1 m Flip sM Si m re; SR m SS tV N cm" aci N Si 5 ,-; m m cr m Q mm N 9 m 7 I. m m, i I rl SV N n t m 144 mcn Z SENI'BY: TAYLuP A GAINES ; 626351531P; MAY-10-01 6:52PM; PAGE 7 TeA= TAYLOR A �& COMPANY P A l 1 D E N A • SAN DISCO • ENCINO sheet of byti C" jobno 4t.I641:j date OA�Di 5,5. t C}4fr.-K Flie14146 Slag E-W i 32 3q_ t o•lof o•0012 3.4K t. cat.. srRiP Q LkJE O t DrECMIN4 f lk5ihi6 S'rR�p. (ZI/4= (,.-151) # mF srrcS JO5 = 7 x/AS 115& VIPs Gi151 raL& 10 Ps P. (1'51) ciIC M- e -fEkIstLC Coln r✓ - 0,148 sreeettet5 y6 5 s$ 251"` 0,042 a,1Do 0.295 ssi t2xb ENY_SY:-TAYLNP & GAINES ; 6263515310; MAY -10-01 6:53PM; PAGE 8 7 h ra N 3 lA 3 3 Y7 W m Y7 N s SAi ni i+ a 0 E SENT BY TAYLuR & GAINES ; 6263515310; MAY-10-01 6:53PM; PAGE 0 43 r-I Load Cobh Moment Diagran(K-nft) -3.5+13 + J.0 3.2 6.4 9.6 12.8 16.8 19.2 22.4 25.6 28.8 3: I II 111� I I I I I I It07 Ln * t cO N Lw co cn it m v. co07 h N CCD ri ill SI4. O7 IJ'. rl to N ti h7 m t • m r-t rt N N fy7 In 4 en en M N N *'i op co Cr; m 0 s N 03 bq 2 SEKT-RY tAYLuP & GAINES ; 6263515310; MAY-10-01 6:53PM; PAGE 10 ''Ia TAYL.ORy& GAIN�ES A TMAO COMPANY PAL,OENA . 8AN DINGO • ENNINO sheet q of by 6 job no +2.i6i'} date 5/01 L._ cs- Ps C .ifa sudf3 r-1-1 oast is gear TCt4 't r corn • cWtc. M t 3. o.q&S = c1�K swlb N-S o1k - ULT1MATis 0 .02,1 Q w SPA& • 0 . DiDig'N,p (2 tParJ 61-io Cain A- 1) 2'Zk h+= 251‘t Ffel mA KI i 5 i"x e= Hi At &r ip 2 e - £l�F��{ 2.15 1 t z i56 $ 2•154/ = 3.551( 1\41 = AI-$'`t r 3,55" . 4 I ,'l 5 w Fe 555 r1 2' q-4 - 3, 55 ENTe:T :m&GAI N ; ee ,9 e aG e 6:54PM; PAGE n!@ a 5.4 CD fcl \ rd 0C ti �/ E` k /� \� ._ - �I7 CD — co ea & - w § -1 r- - r- , + SENT BY:"TAYLI)R & GAINES ; 6263515319; MAY-10-01 6:54PM; PAGE 12/24 qb Load Ccnb 2 9 N x m CO r4 N'^ r 1H 0 Location Along Member O7 lo cn no CS1 fui N 4 m t0 C a�7 [Nr9 N .-1 Lfi Cm17 Z N N r1 rl C9 40 m cr ef rf l 1•I t N N N LTJ fel + Q' v SENT -BY: TAYL)R A GAINES ; 6261515319; MAY-10-01 6:54PM; PAGE 13/24 tG TAY ,ORA& GAINES NOL r4csi,Jt• A TMAO COMPAM• PAS, DCNA • SAN DIiac • CNCINO sheet_ __of.___ by 46 job no date I o2 4iy ^ 14x 122 + FiI40 Ron, rt I-C4DS, 1.1 x 30 - O, Iq* OP 11 x3o •— 0,22d- 1414- UtE I4 t5 o 29 c4-FL h - `e41. - LINE O M I3,1 Ss g. Yq� = 305� coriIANc Nano + t{4 , q,,301,t4 9ui \1413 P•iors1{.r4 — — t 3 4 '5 .r1,25 + 3,00 , ►g - I I I41K. 12K3 l-4K RZtil4dt- tt oorkt Sr*bss 15G ET . 5x m.= o,00llS 6)412x ra,1f it Y 'VI firs + t o + g9oo I raq f 3+ 205 lc; O. COW?, xft)D SENT Br: TAYLIR & GAINES ; 6263515310; M4Y-10-01 6:55PM; PAGE 14)24 Tao TAYLOR NEEMS A o& MGAINES A AS, DENA • EAN DIES0 • ENDING sheet of by job no 14n1.o67-J date F & = 7-o3 0.153 x 5 (s ) 11, kA le As fmit.p. F- 4141 --12 ex agsAILr4 60A0.2 314kih d -%yr- 4.-5 -°.11 1 o&1 $_ Dq x sI.4 Mlvvist.1 fn.31 - 0,55 115"4 > 114 1 k At b4v fi 1.E?5 = 8,21 < 9,5 © . t Or.6 SW It ep CSAmeAe = o oo!IS Ft,,:11,41K 4,5 0. = 1441 a z 4 15 - tp, , 5 ‘.51t? o.543 MG,_0R *im,41 xo.50 =` S SENT BY: TAYL)R & GAINES ; 6263515310; MAY-10-01 6:S5PM; PAGE 15;24 1? pad Carib 3 cri C< N CO m 07 CO L� LNf'� CCr M N N on CD CD r4 01 rE wr r1 rr-1 II Q7 m Cm in 'd' co N rl �j •1 C1 CI 1119 !1 1 2 U2 vthq N 1•. �", CO Na, LO in 0 12) CO tn m a ez CO O a., 8 xi, ti N SENT BY: TAYLIIR 8 GAINES ; 6263515310; MAY-10-01 6:56PM; PAGE 16/24 Tic; TAYI QR & GAINES • T R U C Y U R A c R N a I N R S PIS TMAO COMPANY PAN, DENA • SAN 01E00 • ENCINO sheet of 144441 PAgrJnldi by IA job no 40100. date '5f+°A) P.r c.-11- 6146 E-W PiRECTlbn? - SriktitTH pFS1bt4 • FIN we&L @ 4oL4), (S) `, sAiost t.1 of j ▪ s Oa- RIZ gt•e 1c4G5 • F1ND Mo 4CS d$i43 FlatiO Lode c41c -M e 0,410 6 He, 0 p 0 Hy svfer Fe. = 25,1 x a1*/2 a 5,245.14 kI HU 6.12k� 5Sb = 044 HU - S.3 - 5.5123 = 2,a2 112-Hit9 0.24 t24 . r 115 VEIL = 3, Ito 1.15 1110e516M = - 15,`t3K t 214'1. a 3t c20 3x19- 2 0 P 7x o.153 G.15ct2x&i) o , o 0l4 s -7 fr* = I no 1` .moo a,NMI, %+ao 1:&A. = l81 x 0.153 x '7 30k-114 ak IZ 42 `lu = x D•5s5 SENT 8':t: TAYLfR & GAINES ; 6263515319; MAY-10-01 6:56PM; PAGE 17/24 sheet 14 of Ira TAYLORA& ROCTLIML GAINES by Jwpm op fa -. NSSRA A TMAD COMPANY job no 42,0 a1.1 date In of PAS. DINA SAN DIC9 • ENCINO f✓-lJ D'R. .30 4-1K/74, . 14 G+ = 4`2- •- I•cF5 j.D1/y Mu, z OMX 42x 0.51 -' ie > c.44A Fit Ce,.-Qv) K OCS j,m4, = 10 it- + 1.77�i 12.2�i F_ 50VFE C NO 4r26L miLP") 4L — 3 0 azsx i'Lx 4 0,14 Ce.15-o144 $ 6'.46 , Iv 0. 43 143�I I-41P5Pit1s aK. SEMI_ s r oG &GAI NE ; s s,s % a 5 e e56PM ; PACE 18124 a � ■ 2 ; 3 j - g 2 API § @ Pr 4 @ .■ ■r ■ ■ §y" ,. .Pr- 1 @ 1_ 2br �4 § ,.� ■r ; In 3 s .01 k k - + k ; 0 SENT BY: TAYL)R & GAINES ; 6263515319; MAY-10-01 6:57PM; PAGE 19/24 1(0 Load Carob 3 w 6 .104 g r•i ti Ln ac (I� Lti m rn ti f3! 'It C Q1 N m N. n CO N. N CI co. C' rl .-) e. CO . iV ":N [ m an ,- N N to d' Lt L!7 Ch Crf N N rl m m 1 1 1 1 1 1 1 co rn co co. cntimm l 1 I SENT 81: TAYLIR & GAINES ; 6263515319; MAY-10-01 6:57PM; PAGE 20/24 17 • 4) • 1"I 7 r ti aai si fis Cu � I CD co Alo CO cc co a C f 0 r SENT BY TAYL(1 & GAINES ; 6260515010; MAY-10-01 6:57PM; PAGE 21/24 ." • CD z CO CO Lfl N 1.% %Pt 14't 1••• N N N Cr; f-1 n.C3 u3 N = • M cn n9 •sa • g xi 6.3 cr7 W. CU CD oto r.1 a) g2. (g. gels `71 251. 4 22 E; 23 gg cp. 1-1 " 1"1 " • cr, g N 1.11 C11 N CD • • • • • • • I'll LID EN- cn 1-1 1'11 I —I 7-1 cn it4 CO I I I I 1 1I 11111 111 NU Il I IlIuIlIlil. IN ululuflliuuull cn • ri 1 I 11111111111 IIIIIIIII±t$• 1111 111111 II -3 SENT RV: TAYLSR & GAINES ; 626051501P; MAY-10-01 6:58PM; PAGE 22/24 Tex; TAYLORo& yGAINES I °4 >frcjJ& A PAO1 DENA • 9AN OIEOO • ENCINO TOILER. 1 F-LtC4TlOtJ sheet I9 of. by Jos Job nu 41o1. 4 date 7 i1 ifs DISTrictAlle V1OMe4T Tb tM 100.5 <, fas»1 J srre. Rs 2 —bJ n R n cm► — Tse j 64 L D lag) Cot.uw o stye;?. G'l. t0 MIPOLZ Ks* IycmuheJ — 1444 x x 0,60 I, . 41. • cK Me I A Cal., cts,iP• Me, 15 f 3 x has = 10.51 + 2/I4 * eau:, x 2a J Aug, 1511- TR1 Iot% goiset6tm04 I co.tfl 2 • nt r o,lx,sl1,z= 51A 41464 ►51t1.51=!7.01w' esi& 1st+ IiDSbn1 = Io19 Y tl'yb 4- I�5 = 15•4S — 1.5"1 — i3-11 < 1473 Sej L 112. Mtontz srs;P _Ce1414- M+ - t i t1pesib+J °- toil QI'13 +:041 = &•5K > S13K KID booto dSE dtr• otsr. SEW Bk: TAYLC & GAINES ; 6263515319; tilt TAYLORSTRUCTIJOL u& GAINES COMPANY PSI& ENA • SAN DIEOO • ENCINO MAY-10-01 6:58PM; PAGE 23/24 sheet mot by , .i% job no 412I.06(7 date Soso/oI r4.04& 1' 144 ,µ)& E-1J p1jcr ran/ - M I O0LE isms p LETEP.i9114E E C'1 arg461n6 overt r3` F = 53 x A S . 12,°I K/mot • 44L.= - A = 3.P. -Iris, 4n cN. -A ' Arro tokl = %x2 - t sg3x0.'12 + I:2I (3.I4n2o�xa12 �k l 3xYL 40 01OOW $ t 4-fc r- 161 + 10 + 4 2.1 () Ke± 0 .00418 &A /.D $. a t; 3 x 3.5 LiQ•�%��i } 045 et = 11e."I O- o47 = 0.55 Mu 0,4- o.a x 1 L.`1 x o.s5 ` 8.21 )� K ImPIP O �NO MIWi l 0.4v Srj9 .1K oirriepisrct SENT B17: TAYLIiP & GAINES ; 6263515010; MAY-10-01 6:59PM; PAGE 24/24 me TAYLORA& GAINES SUCTUNL SRO, • ao COMPANY PASAOCNA SAN bicao • ANCINO sheet of 1-1 by \.)b job no 411)1.0(r"1,1 date 519),t c1 i-kk- € MIone SRC? - PikraloJ (.(3476 it Maesi‘4 = (10,1,t a,tos) t op P.K. RE~G le- 1410oLE SitIP64) tJ1 44% f$4°% M C-15P13 x o.lsb> -t 1,21 s,l✓, x24 x 0.lv$ s Is- COWMtt s- r tJl6&%-,4/b kiccinJ = (-15 114.1 x Ln 2.42+ �I 4 3, � (o K l� � Lit 1 �•25 3x rL iffy ._—,.LOA1a RfsF ol I025 - I.(o3 M - 110.25 1.63 11.914 < 1°1 E. 101 ,t 1.32) 4 1,13 = 15i1 — I& = 1141