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Home My WebLink AboutX2008-2315 - Misca Dr. CITY OF NEWPORT BEACH BUILDING DEPARTMENT 3300 NEWPORT BLVD. P.O.BOX 1768, NEWPORT BEACH, CA (949) 644-3275 TENANT IMPROVEMENT CORRECTIONS Project Description: 7' 3" high directional sign Project Address: 1 Hoag Hospital Plan Check No.: 2057-2008 Date Filed: 10/30/2008 No. Stories: N/A Use: Commercial Occupancy: U Const. Type: V - B Architect/Engineer: Aghjan Yakob Phone: (661) 259-0700 Owner: Hoag Hospital Checked by: Ali Naji X 1st Check X 2nd Check Phone: (949) 765 4486 Submitted Valuation: 5500 Phone: (949) 644-3292 Permit Valuation: 5500 3rd Check* 4th Check* *NOTE: Do not resubmit. Call plan check engineer for in -person recheck. WARNING: PLAN CHECK EXPIRES 180 DAYS AFTER SUBMITTAL. THIS PLAN CHECK EXPIRES ON: April 28TH, 2008 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 Building Code. • Make all corrections listed below. • DO NOT re=submit after the third check. Call plan check engineer and schedule in -person recheck. • Return this correction sheet and check prints with corrected plans. • Provide a correction response sheet to indicate how each correction was resolved. GENERAL 1. Approval is required from: Building Department Planning Department Include the building type of construction and the occupancy classification as listed above on the title sheet. IsTRecheck: Correction still not resolved. Include a sheet index on the title sheet. List all sheets. 4IsTRecheck: Correction still not resolved. Ali Naji, P.E. anaii@city.newport-heach.ca.us 3300 Newport Blvd. 1/2 12/04/08 Newport Beach, CA 92658 T: 949.644.3292 F: 949.723.3534 Revise construction details on drawings per structural calculations. Specify depth of proposed footin.s. Include construction materials specifications on drawings. Recheck: Correction still not resolved. esign engineer shall wet stamp & sign the site plan and structural details that are part of rawings. 41sTRecheck: Correction still not resolved. Ali Naji, P.E. anaii n,citv.newoort-beach.ca.us 3300 Newport Blvd. 2/2 12/04/08 Newport Beach, CA 92658 T: 949.644.3292 F: 949.723.3534 Wayne: Mills PI ?# Valencia, CIA 91355 Sign Design Based on 2007 CBC Job # Project Job Location INPUT DATA Exposure category (B, C or D) JTS_2706 Hoag Cancer Center Pylon 1 Hoag Hvy. Bldg.#47 Newport Beach CA = C Importance factor, pg 73, (0.87, 1.0 or 1.15) I = 1 00 Category II Basic wind speed (3 sec. gust wind) V = 90 mph Topographic factor (Sec.e 5.7.2, pg 26 & 45) Ka = 1 Flat Overall Height Above Grade h = 7.25 ft Vertical dimension (for wall, s = h) s = 7.25 ft Average horizontal dimension 6 = 2.5 ft Dimension of return corner LT = 0.6 ft Moment arm A = 5.5 ft DESIGN SUMMARY Max horizontal wind pressure Max total horizontal force at centroid of base Max bending moment at centroid of base ANALYSIS Velocity pressure qn = 0.00258 Kh Ka Ke V21 where. p 25 pet F = 0.453 kips = 2.628 ft-kips 14.98 psf qn c velocity pressure at mean roof height, h. (Eq. 6-15, page 27) Kn' velocity pressure exposure coefficient ...-. __. evaluated at height, h,(Tab. 6-3, Case 1, pg 79) Kd = wind directionality factor. (Tab 6-4. for building, page 80) AI- height of top 0.85 0.85 7.25 ft Wind Force Case A: resultant force though the Geometric center (Sec 6 5 14 & Fig. 6-20j ' P=gnGC,= F=pA, M = F (h - 0.5s) for sign, F (0.65h) for wall T= where'. G = gust effect factor. (Sec. 6.5.8, page 26). _ Cr = net force coefficient (Fig. 6-20, page 73) A,=Bs = Footing Design Diameter 1.00 FT Soil Pressure 100.00 PSF/FT S1 354.67 PSF A 1.49 FT EMBED. 3.80 12" Dia. Depth = Base Vertical Pole Design MOD. Required S1 0.54 Base Plate Sq. WI Tube USE TS 3x3x1/4" THICKNESS Requ'red Thick 0282 stir Plate USE 8" x 8" x 12" Thick ' Bolt Design Anchor Bolts TENSION Required USE Ten 1434 1/2" Dia. x 19" Embed. Horizontal Pole Design Torsion = Required J 176 Sq. St'I Tube USE TS 3x3x1/4" S=2.10 t--o.5" T=2,811 Allowable = .4`36000=14,400 O.K. 25 psf 0.45 2.83 0.00 0.85 1.60 18.1 kips ft-kips ft-kips ftZ /72 DATE 10/23/2008 1661.) 259-0700 fl259.- 9+.#( CABINET 6Y Jf HENS ----SO DT's TUBE TS 3+3x1/4' 3/1 D'. m,�, -CSJ )0( EL Cabinet Vertical Pole Design MOD. Required USE S1 0.14 12 DIA 1VAT1❑1`I SO. -EL TUBE TS 3x3x1/4" /2" DIA , 18" EMBED. A:110S BOLLS -CONSOLIDATED CONC_ rc=2500 a3 HOOPS @ 6' O.C. r5) y4 VENTS. 3' CLEAN r1Ts ST'L TUBE '/2" 0. 18" EMBED. ANCHOR EaLTS, TYE. �BASL PLATE_ NES Sq. 5t'1 Tube TS 3x3x1/4" 5=2.10 r 25379 Wayne Mills PI # 272 Valencia, CA 91355 DATE 10(23/2008 TEL (661) 259-0700 FAX (661) 259-0900 Sign Design Based on 2007 CBC Job # Project Job Location JTS_2708 Hoag Cancer Center Pylon 1 Hoag Hwy. Bldg. #47 Newport Beach, CA INPUT DATA Exposure category (B, C or D) Importance factor, pg 73, (0.87, 1.0 or 1.15) Basic wind speed (3 sec. gust wind) Topographic factor (Sec.6.5.7.2, pg 26 & 45) Overall Height Above: Grade Vertical dimension (for wall, s = h) Average horizontal dimension Dimension of return confer Moment arm DESIGN SUMMARY Max horizontal wind pressure Max total horizontal force at certroid of base Max bending moment at centroid of base ANALYSIS Velocity Oressine -qh 10.00258 KbKa KdVrI where: qh = telocity pressure at mean roof height, h. (Eq. 6-15, Page 27) Kh = velocity pressure exposure coefficient evaluated at height, h,(Tab. 6-3, Case 1, pg 79) K4 = wind directionany factor. (Tab. 64, for building, page 80) h = height of top V KY h s B 4 A P = F = M = C 1.00 Category II 90 mph 1 Flat 7.25 ft 7.25 R 2.5 ft 0.6 x 5.5 0 0.453 2.828 = 14.58 pet 25 pet ps OJdps = 0.16 = 0.86 = 72S R Wind Force Case A: resultant force thouah One GarreUM center (Sec. 6.5.14 8 Fig. 8-20) P = GOy= F=pA, M - F (h -0.5s) for sign, F (0.55h) for wag T= where: G = gust effect factor. (Sec. 6.5.8, page 26). C.= net fate coefficient (Fig. 6-20, page 73) A =Bs Footing Design Diameter Soil Pressure Si A EMBED. 1.00 FT 100.00 PSF/FT 354.67 PSF 1.49 FT 3.80 it Dia. Depth = 4'-0' Base Vertical Pole Design MOD. Regaled Si 0.54 Base Plate Sq. SO Tube use TS 3x3x1/4' SCi Rate THICKNESS Required USE Thick 0.282 S' x 8'x 12' Thick Bolt Design Anchor cots TENSION Reglwed USE Ten 1434 12' Dia. t 111" Embed. Horizontal Pole Design Torsion = Required J 176 Sq. Sn Tube USE TS 3x3xIMP s S=2.1 tw3.5' T=2,811 Allowable= A'36000=14,400 O.K 26 Pat 0.46 2.63 0.00 O.85 1.60 10.1 lops It-Idps ft-kips %O ESSi OF CAOC 4 3' CABINET BY OTHERS ELEVATI❑N Cabinet Vertical Pole Design MOD. Required usE Si 0.14 SO. ST'L TUtjE TS 3x3x1/4' 1/2" DIA., 18" EMBED. ANCHOR BOLTS CONSOLIDATED CONC. Yc=2500 N3 HOOPS 0 6" O.C. (5) jJ4 VERTS. 3" CLEAR NTS 3 16" YP E70 XX 15 3x3x1/4" 50. ST'L TUBE 1 /2" 0, 18" EMBED. ANCHOR BOLTS, TYP. f-A-N BASE PLATE vLv t=1/2" NTS Sq. SCI Tube TS 3x3x1/4' S=2.10 2C1.2Oo25 [aRTIFICATE OF COMPLIANCE (Part 1 of 2) OLTG-1-C PROJECT NAME HOAG HOSPITAL ADV. TECH DATE 10/22/08 PROJECT ADDRESS 1 HOAG DRIVE #47 PRINCIPAL DESIGNER - LIGHTING P.S. SERVICES, INC. TELEPHONE 714.683.1120 Building Pernik DOCUMENTATION AUTHOR P.S. SERVICES, INC. TELEPHONE 714.683.1120 Checked by/Date Enforcement Agency Use IGENERAL INFORMATION DATE OF PLANS OUTDOOR LIGHTING ZONE (✓ One) I !_-1 J 74 ■ LZ1—.-0 (12 0 L7 i FUNCTION TYPE . OUTDOOR LIGHTING SIGNS ❑ INDOOR SIGNS OUTDOOR NEW MI ADDITIONS . ALTERATIONS PHASE OF CONSTRUCTION CONSTRUCTION STATEMENT OF COMPLIANCE I This Certificate of Compliance lists outdoor lighting system specifications need to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building lighting requirements. The documentation preparer hereby certifies that the documental; is DOCUMENTATION AUTHOR P.S. SERVICES, INC. and c mplete. DATE 10/22/08 The Principal Lighting Designer hereby certifies that - pr oposed outdoor lighting and signs design represented in this set of construction documents is consistent with the other compliance forms anworksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the lighting requirements contained in the applicable parts of Sections 110, 119,130 through 132, 146, and 149 of Title 24, Part 6. Please one: • - 0 I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am licensed in the State of California as a civil engineer or electrical engineer, or I am a licensed architect, ® I affirm that I am eligible under the provisions of Divi sion 3 of the Business and Professions Code by section 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor performing this work. ❑ I affirm that I am eligible under the provisions of Division 3 of the ness and Professions Code to sign this document beca use it pertains to a structure or type of work described as exempt pursuant to u • ess nd e sions Code Sections 5537,5538 and 6737.1. (These sections of the Business and Professions Code int ' full in t N esidential Manual PRINCIPAL LIGHTING DESIGNER -NAME P.S. SERVICES, INC. SIGNAT� yilt DATE 10/22/08 LIC.4 614676 A INSTRUCTIONS TO APPLICANT OUTDOOR LI GHTING COMPUANCE & WORKSHEETS ( 1 box If worksheet Is included) For detailed instructions on the use of th is and all Energy Efficiency Standards compliance forms, please refer to the Nonresid ential Manual published by the Calif omia Energy Commission. 1=f OLTG-1-C Certificate of Compliance. Required on plans for all submittals for outdoor lighting. Part 2 of 2 may be incorporated in schedules on the plans. Either LTG-1-C or OLTG-1-C may be used for signs as follows: 1. Use LTG-1-C if the project consists solely of indoor signs 2. Use LTG-1-C if the project consists of indoor lighting, and outdoor or indoor signs, but no other outdoor lighting. 3. Use OLTG-1-C if the project consists solely of outdoor signs 4. Use OLTG-1-C if the project consists of outdoor lighting, and indoor or outdoor signs, but no other indoor lighting ❑ OLTG-2-C LIGHTING COMPLIANCE SUMMARY. Applicable Parts required for ALL outdoor lighting allowances (Except for Signs) • OLTG-3-C AREA CALCULATIONS WORKSHEETS. Applicable parts required for all outdoor area calculations. ® OLTG-4-C SIGN LIGHTING COMPLIANCE. Required for all inter naily and externally illuminated signs, for both indoor and outdoor signs. 2005 Nonresidential Compliance Forms April 2005 CERTIFICATE OF COMPLIANCE (Part 2 of 2) OLTG-1-C PROJECT NAME HOAG HOSPITAL ADV. TECH LLighting Schedules on Plans Show that Outdoor Lighting Meets Allowed Lighting Power for general site illumination on OLTG-2-C Part 1 of 4 • Lighting power allowances Not Applicable • Lighting power allowances for local ordinances or for security multipliers on OLTG-2-C Part 2 of 4 Not Applicable • Lighting power allowances for specific applications, other than vehicle service stations with canopies on OLTG-2-C Part 3 of 4 Not Applicable • Lighting power allowances for vehicle service station canopies on OLTG-2-C Part 4 of 4 F2 Not Applicable on OLTG-4-C Sign lighting compliance • Not Applicable Mandatory Measures on Plans Show that Outdoor Lighting Meets Outdoor Lighting Controls and Equipment Indicate location on plans of Note Blockfor Mandatory Measure been determined in accordance with § 130(c)1 or Installed lighting power has ❑ Not Applicable M All permanently installed luminaires with lamps rated over 100 watts either have a lamp efficacy of at least 60 lumens per watt or are § 132(a) controlled by a motion sensor Fa Not Applicable • All Luminaires with lamps rated greater than 175 watts in hardscape areas, including parking lots, building entrances, canopies, and Cutoff Requirements of § 132(b) all outdoor sales areas meet the i7 Not Applicable All permanently installed outdoor lighting meets the Control Requirements of § 132(c)1 ❑ Not Applicable lots, garages, canopies, and outdoor sales ar eas meet the Multi -Level Li ghting Requirements of § 132(c)2 • Building facades, parking 1 Not Applicable MANDATORY AUTOMATIC CONTROLS CONTROL LOCATION CONTROL IDENTIFICATION CONTROL TYPE Auto Time Switch/Photosensor, etc AREA CONTROLLED NOTE TO FIELD SIDE SERVICE TOGGLE SWITCH SIDE SERVICE TOGGLE SWITCH 2005 Nonresidential Compliance Forms April 2005 SIGN LIGHTING COMPLIANCE OLTG-4-C PROJECT NAME HOAG HOSPITAL ADV. TECH DATE 10/22/08 Alternative 1 - Lighting Power Allowances Alternative 2 - For Signs technologies listed (Check all that apply) that ONLY use one or more of the in M through 5 A B C D I E r G H I 11 K L MN OP Q R 5 Sign Symbol or Code Quantity of Signs Description or Location Allotted Watts Lamp/ Ballast Design Watts High Pressure Sodium Pulse Start or Ceramic Metal Halide Neon and Cold Cathode Light Emitting Diode (LED) Barrier Coat Fluorescent Lamps (includes most T5 and TB lamps) CFLs not containing Medium Screw Base Sockets Electronic Ballasts with Output Frequency of 20kHz or more Sign Area (ft2) Internally (I) OR Externally (E) Illuminated Allotted LPD (12 or2.3) (W/ft2) Allotted Watts (D X F) Lamp Type Number of OR Lineal Feet of Lamps Number of Ballasts In Signs Total Designed Sign Input watts Is G Smaller than K? Y/N E01 1 REAR ELEVATION 1.62 I 12 210 LED 12 524 Y 1 E02 1 FRONT ELEVATION 31.17 I 12 210 LAMP 32 816 Y 1 F1 For Allotted LPD use 12 watts/square foot for Internally Illuminated Signs, and use 2.3 watt /ft2 for Externally Illuminated Signs. Note: If an Internally Illuminated or Externally Illuminated sign contains light sources and ballasts other than those included in columns (M) through (S), such as incandescent lamps, medium base sockets, magnetic ballasts, etc, then the sign must comply under Alternative 1. However, unfiltered signs, and unfiltered portions of Internally and Externally illumi nated signs, are not required to meet these Standards. .2005 Nonresidential Compliance Forms April 2005