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09-328 (RC) Title 24{ rn� r -r u„ ; TITLE 24 REPORT APR 13 2009iii Title 24 Report for: Orthopedic Center Expansion 47647 Callao Bay Drive, Suite 200 La Quinta, Ca 92253 Project Designer: Holt Architects Architecture & Planning 70-225 Highway 111 Suite D Rancho Mirage, Ca 92270 (760) 328-5280 Report Prepared By: Steven Johnson Design West Engineering 1845 Business Center Drive, Suite 215 San Bernardino, CA 92408 (909) 890-3700 Job Number: 00-114 CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE J-4 C! ��BY � " I � Dater - 3Z I 4/10/2009 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidentia12005 Building Energy Efficiency Standards. This program developed by EnergySoft. LLC - www.energysoft.com. EnergyPro 44 by EnergySofl _ __— Job Number: 09-114 _ User Number: 4473-,.— it 473— r( t% mcr—, /t TABLE OF CONTENTS Cover Page Table of Contents Nonresidential Performance Title 24 4.4 by EnergySoft Job_Nurr PERFORMANCE CERTIFICATE OF COMPLIANCE Part 1 of 3 PER PROJECT NAME _ O_ rth_o_pedic_ Center Expansion__ -- PROJECT ADDRESS (___ 47647 Caleo Bay Drive, Suite 200 _La Quinta PRINCIPAL DESIGNER - ENVELOPE Holt Architects Architecture & Planning DOCUMENTATION AUTHOR Design West Engineering 4/1/091 --- ----- -- 4,032Sq.Ft. _. i 15 BUILDING TYPE -Xi NONRESIDENTIAL i HIGH RISE RESIDENTIAL HOTEL/MOTEL GUEST ROOM PHASE OF CONSTRUCTION NEW CONSTRUCTION ADDITION ix EXISTING + ADDITIONIALTERATION STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to a Building using the performance compliance approach. The documentation preparer hereby certifies that the documentation is accurate and complete_. ,DOCUMENTATION AUTHOR SIGNATU D1 J Steven Johnson [/��/D The Principal Designer hereby certifys that the proposed building ted ' i t�fc tis��ction documents is ,consistent with the other compliance forms and worksheets, with sp I Ica 'ons, d with any other calculations submitted with this (permit application. The proposed building as designed meets the energy efficient requirements contained in sections 110, 116, through 118, and 140, 142, 143 or 149 of Title 24, Part 6. (ENV. LTG. MECH. 1. 1 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, mechanical engineer, electrical engineer, or I am a licensed architect. I y ! J 2. 1 affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code 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 3. 1 affirm that I am eligible under Division 3 of the Business and Professions Code to sign this document because it pertains to a structure or type of work described as exempt pursuant to Business and Professions Code Sections 5537, 5538, and 6737.1. (These sections of the Business and Professions Code are printed In full in the Nonresidential Manual.) Indicate location on plans of Note Block for Mandatory Measures I Envelope Compliance Not In The Scope Of Required Forms , IS Submittal PRINCIPAL ENVELOPE DESIGNER - NAME SIGNATURE i jLIC. NO. DATE LIGHTING COMPLIANCE Indicate location on plans of Note Block for Mandatory Measures Required Forms , TG -1, _LTG -2, LTG -4 PRINCIPAL LIGHTING DESIGNER - NAME SIGNATURE ILIC. NO. DAT Design West Enaineerinci 901-7 1 617153 V3016`7 Indicate location on plans of Note Block for Mandatory (PRINCIPAL MECHANICAL DESIGNER - NAME II Design West Engineering EnergyPro 4.4 by EnergySoft User Number: 4473 Required Forms •MECH-1 MECH-2 Job Number: 09-114 1. 591v�. Page:3 & 17 DATE 4/10/2009 I -- - - - ,TELEPHONE 1 Building Permit * (760) 328-5280 TELEPHONE Checked by/Date _ - (909) 890-3700 Enforcement 89 use 4/1/091 --- ----- -- 4,032Sq.Ft. _. i 15 BUILDING TYPE -Xi NONRESIDENTIAL i HIGH RISE RESIDENTIAL HOTEL/MOTEL GUEST ROOM PHASE OF CONSTRUCTION NEW CONSTRUCTION ADDITION ix EXISTING + ADDITIONIALTERATION STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to a Building using the performance compliance approach. The documentation preparer hereby certifies that the documentation is accurate and complete_. ,DOCUMENTATION AUTHOR SIGNATU D1 J Steven Johnson [/��/D The Principal Designer hereby certifys that the proposed building ted ' i t�fc tis��ction documents is ,consistent with the other compliance forms and worksheets, with sp I Ica 'ons, d with any other calculations submitted with this (permit application. The proposed building as designed meets the energy efficient requirements contained in sections 110, 116, through 118, and 140, 142, 143 or 149 of Title 24, Part 6. (ENV. LTG. MECH. 1. 1 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, mechanical engineer, electrical engineer, or I am a licensed architect. I y ! J 2. 1 affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code 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 3. 1 affirm that I am eligible under Division 3 of the Business and Professions Code to sign this document because it pertains to a structure or type of work described as exempt pursuant to Business and Professions Code Sections 5537, 5538, and 6737.1. (These sections of the Business and Professions Code are printed In full in the Nonresidential Manual.) Indicate location on plans of Note Block for Mandatory Measures I Envelope Compliance Not In The Scope Of Required Forms , IS Submittal PRINCIPAL ENVELOPE DESIGNER - NAME SIGNATURE i jLIC. NO. DATE LIGHTING COMPLIANCE Indicate location on plans of Note Block for Mandatory Measures Required Forms , TG -1, _LTG -2, LTG -4 PRINCIPAL LIGHTING DESIGNER - NAME SIGNATURE ILIC. NO. DAT Design West Enaineerinci 901-7 1 617153 V3016`7 Indicate location on plans of Note Block for Mandatory (PRINCIPAL MECHANICAL DESIGNER - NAME II Design West Engineering EnergyPro 4.4 by EnergySoft User Number: 4473 Required Forms •MECH-1 MECH-2 Job Number: 09-114 1. 591v�. Page:3 & 17 PERFORMANCE CERTIFICATE OF COMPLIANCE Part 2 of 3 PERF-' PROJECT NAME 1 DATE Orthopedic Center Expansion 1 4/10/2009 I ANNUAL TDV ENERGY USE SUMMARY (kBtu/sqft- yr) Standard Proposed Compliance ENERGY COMPONENT, 10 Sfindwd Space Heating -- 7. L Space tooling 192.57 178.921 I 13.66 Indoor Fans Heat 78.32 f 86.82 -8.51 Rejection 000 0.00! 0.00 Pumps & misc. Domestic Hot Water 0.00 15.491 0.00i 15.61 0.00; -0.131 li, i Lighting 76.401 49.281 27.12 i Receptacle i 56.03: 0=1 Process 47.131 47.13! `:a, a 0 20. 40 60 eD 100 120 140 160 1180 TOTALS: 466.81 434.67 32,14 Percent better than Standard: 6.9% ( 7.7% excluding process) F— BUILDING COMPLIES I -GENERAL INFORMATION Building Orientation e9l Conditioned Floor Area ! Number of Stories i Unconditioned Floor Area 0 ,; Number of Systems 5i Conditioned Footprint Area 01 sqft. Number of Zones 131 Fuel Type Natural Gasl -Qriqntation. Gross -Area_ Q aKiEarep Glazing Ratio Front Elevation "N o Sqft O!Sqft. 0.0% 0 Left Elevationi i (E). 0 so. 01 sq1t. 0.0-1.1 Rear Elevation 0 sqft __.01sqfi. 0.00 Right Elevation (W i q1L 39 i sqft, 29.1%6 Total 1,3521:q(L 394)sqft. 29.10/ol I i -- - Roof I 4,0371sqft =_,_.P]sqt1. =0.0*/o Standard Proposed— Lighting Power Density 1-152.,wise - - ----- 0.7431 W/sqn. Prescriptive Env. Heat Loss i 7841 Btuth 579113tuih Prescriptive Env. Heat Gain 67.21 !Bluth -F 69,1621BLU/h-F Remarks: 4.4 by Ene.rgySpft User Number; 4473 Job Number. 09-114, PaqeA of 17 PERFORMANCE CERTIFICATE OF COMPLIANCE. Part 3 of 3 PERF -1 'PROJECT NAME 0.053 1.448 DATE O!�ho�edic Center mansion 1 38 0.737 0.147 4/10/2009 i ZONE INFORMATION Corridor _ — — 3 329 0.68 - 3219 ._ . -_.. Floor f4 Inst. -Y - (E) AC 4 i Reception - - - Lobby. Main Entry _ Ctrl. Allow__ed LPD Proc. Area Tailored ii Area I LPD I Credl Loads h -�- System Name _ -�_ —Zone Name ( I- Occupancy Type (sgft.) IIII4 (wrs�t (W/sf_ !s 3 W/s 4 (WISO Medical and Clinical Care Recpetion Reception by. Main Entry i 800' 0.63 - (N) AC -2 - Janitor/Restroom - ----- Corddor/RestroomrSupport --- 1 193. 0.902 0.180 -_ ' ----Office--_-�_ i T Offce-- - 1 122•. 0.76 0.1521 i - - - - - - - - Waiting --- Waiting Area -- - I - - 2141 0:69_ 9.000 44 X -Ray Medical and Clinical Care l 234' 1,59 L_�— --- -- ---._ _.. _ �..__.. -- -- re _- __. Exam Medical and Clinical Care ` 696? 0.56 0.053 1.448 - _ Storage _.- — _ I Commercial, Industrial Storage 1 38 0.737 0.147 _ 3531_ 1.25 Corridor _ — — _ CorridarfRestroomrSup on 329 0.68 - 3219 ._ . -_.. -Y - (E) AC 4 i Reception - - - Lobby. Main Entry _ 0.149 - _ Exam _ _ i SN AC -3— Storage _ _ Medical and Clinical CareI �- Commercial_ Industrial Storage t 411..- 0.74 -___:_. 1.137 0.227 - _ 1—�------ -- ------Office_--•- Exam Medical and Clinical Care 246' 0.7$ —126, 0.738 0.151 0.1481 Medical and Clinical Care Notes: 1. See LTG -2-C 2. See LTG -4-C 3. See LTG -5-C 4. See LTG -6-C Items above require special litems marked vnth asterisk, see LTG -2 -C by others) (bv others) The local enforcement agency should pay special attention to the items specified In this checklist These items require special written justification and documentation, and special verification to be used with the performance approach. The local enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. - — - --- -- -- -- - --- - --- --- i - I The HVAC System "Carrier 50HJ0006-3r5r6_includes an Economizer. This system has a cooling output < 75,000 Stuh_o_ r a sup Ip cfm < 2500_ --� The exceptional features listed in this performance approach application have specifically been reviewed. Adequate written justification and documentation for their use have been provided by the applicant. or — — EnergyPro 4.4 by EnergySoft User Number: 4473 --_V — _ Job Number. 09.114 w -- Page:5 of 17 CERTIFICATE OF COMPLIANCE (Part 1 of 3) LTG -1-C ,PROJECT NAME — I DATE Orthopedic Center Expansion _ _ _ _ 1 4/10/2009 INSTALLED INDOOR LIGHTING POWER FOR CONDITIONED AND UNCONDITIONED SPACES INSTALLED WATTS INSTALLED LIGHTING, CONDITIONED SPACES (From LTG -2-C) 3,270 PORTABLE LIGHTING (From LTG -3-C) 0 LIGHTING CONTROL CREDIT, CONDITIONED SPACES (From LTG4-C) 275 i CONDITIONED SPACE ADJUSTED INSTALLED LIGHTING POWER i 2,995 INSTALLED LIGHTING, UNCONDITIONED SPACES (From LTG -2-C) I 0 LIGHTING CONTROL CREDIT, UNCONDITIONED SPACES (From LTG -4-C) I . _ 0 UNCONDITIONED SPACE ADJUSTED INSTALLED LIGHTING POWER 0 ALLOWED INDOOR LIGHTING POWER FOR CONDITIONED SPACES COMPLETE BUILDING METHOD (From LTG -5-C) ALLOWED ] AREA CATEGORY METHOD (From LTG-5-C)WATTS TAILORED METHOD (From LTG -5-C) ALLOWED LIGHTING POWER [—'.-.-'2.995 IALTERNATE COMPLIANCE IX PERFORMANCE METHOD [_ ] COMMMON LIGHTING SYSTEM (From LTG -8-C) ALLOWED INDOOR LIGHTING POWER FOR UNCONDITIONED SPACES From LTG -5-C) o MANDATORY INDOOR AND DAYLIGHTING AUTOMATIC CONTROLS CONTROL LOCATION CONTROL I CONTROL TYPE Check if NOTE TO (Room #) — IDENTIFICATION i (Auto Time Switch, Dimming, etc.) SPACE CONTROLLED jDaylighling. FIELD — 6 -Cr Lop I i 4.4 by EnergySoft User Number. 4473 Job Number: 09-114 __ _ Page:6 of 17 r&ERTIFICATE OF COMPLIANCE (Part 2 of 3) LT -------'-------------------�---------'-- ' ---- ----� - -i--�---�---'---'DATE�kOJECT NAMEOq�op�gi�q Center Expansion 4/10/2009ICONTROLS FOR CREDIT IN CONDITIONED AND UNCONDITIONED SPACES CONTROL LOCATION; CONTROL (Room # or Dwg, IDENTIFICATION Restroom 115 -TYPE j.4 Occ Sensor - <= 250 soft Restroom 114 Restroom 114 Occ Sensor - 250 soft Janitor 11 I— --- - - gL _q_q. ___ Office 120 102 Occ Sensor - 250 soft -Exam Exam 101 Occ Sensor - 250 soft Exam 103 Exam 103 Exam 104 Pcq�ensor- -:=250 soft Exam 105 ...Occ Sen 25 sklfl Storane 108 F3 108 Office 107 Occ Sensor.- 250 sqft Office 109 Occ Sensor - <= 250 soft Exam 106 Occ Sensor.-,- 250 sqft ! -� (Occupant, Daylight. Dimming, etc.)_! -TYPE j.4 Occ Sensor - <= 250 soft Occ Sensor - 250 soft I— --- - - gL _q_q. ___ j Occ Sensor - 250 soft Occ Sensor - 250 soft Fl Pcq�ensor- -:=250 soft ...Occ Sen 25 sklfl F3 1 Occ Sensor.- 250 sqft Occ Sensor - <= 250 soft Occ Sensor.-,- 250 sqft ---_-�_-i_- 'EriergyPro4.4 -___' Job __-__� Pagel of 17_ -TYPE j.4 -OF -LUMINAIRES Fq Fl Fl F3 1 Fl ---_-�_-i_- 'EriergyPro4.4 -___' Job __-__� Pagel of 17_ CERTIFICATE OF COMPLIANCE (Part 3 of 3) LTG -1 -C PROJECT NAME ._.,. �....—.._......—.... _. — I DATE - Orthopedic Center Expansion _ _ _ l 4/10/20.09 Designer: This form is to be used by the designer and attached to the plans. Listed below are all the acceptance tests for lighting systems. The designer is required to check the boxes by all acceptance tests that apply and list all equipment that require an acceptance test. If all equipment of a certain type requires a test, list the equipment description and the number of systems to be tested in parentheses. The NJ number designates the Section in the Appendix of the Nonresidential ACM Manual that describes the test. Also indicate the person responsible for performing the tests (i.e. the installing contractor, design professional or an agent selected by the owner). Since this form will be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropriately. !Building Departments: Before an occupancy permit is granted for a newly constructed building or space, or a new lighting system system serving a building or space is operated for normal use, all control devices serving the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance. j In addition a Certificate of Acceptance, LTG -1-A, Forms shall be submitted to the building department that: A. Certifies plans, specifications, installation certificates, and operating and maintenance information meet the requirements of§ 10-103(b) and Title 24 Part 6. j LTG -2-A: Lighting Control Acceptance Document j - Occupancy Sensor Acceptance i - Manual Daylight Controls Acceptance i - Automatic Time Switch Control Acceptance E R K� L Cs�i't�# Equipment requiring acceptance testing.__.�XL.i�N� C� l [ ! LTG -3-A: Automatic Daylighting Controls Acceptance Document Equipment requiring acceptance testing i I I Run Initiation Time: 04/09/09 14:42:46 Run Code: 1239313366 L EnergyPro 4.4 by EnergySoft User Number: 4473 —_ -- — Job Number. 09-114 --- _ Page:8 of 17 —i CERTIFICATE OF COMPLIANCE MECH-1-C PROJECT NAME Orthopedic_ Center Ex_ pension Designer: DATE 4/10/2009 This form is to be used by the designer and attached to the plans. Listed below are all the acceptance tests for mechanical systems. The designer is required to check the boxes by all acceptance tests that apply and list all equipment that requires an acceptance test. If all equipment of a certain type requires a test. list the equipment description and the number of systems to be tested in parentheses. The NJ number designates the Section in the Appendix of the Nonresidential ACM Manual that describes the test. Also indicate the person responsible for performing the tests (i.e. the installing contractor, design professional or an agent selected by the owner). Since this form will be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropriately. Building Departments: SYSTEM ACCEPTANCE. Before an occupancy permit is granted for a newly constructed building or space, or a new space -conditioning system serving a building or space is operated for normal use, all control devices serving the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance. In addition a Certificate of Acceptance, MECH-1-A Form shall be submitted to the building department that certifies plans, specifications, installation certificates. and ooeratino and maintenance information meet the reouirements of Section 10-1031b1 and Title 24 Part fi_ 1 MECH-2-A: Ventilation System Acceptance Document 1` -Variable Air Volume Systems Outdoor Air Acceptance -Constant Air Volume Systems Outdoor �Air l`Ac lp n jEquipment requiring acceptance testing /QW- 7 f6Q r/ V__q (cm is t Test required on a0 New systems both New construction and RetroG7 MECH-3-A: Packaged HVAC Systems Ac/c�e�rx� an Do a /�(� Equipment requiring acceptance testing - - + A �_: _ ��' S 4- ! Test required on all Now systems both New Construction and Retrofit I �-' MECH•MA: Air -Side Economizer Acceptance Document Equipment requiring acceptance testing Test required on an New systems both New Construction and Retrofit Units wth economaers that are installed at (he factory and cedified with Na commission do not require equipment testing but do require constriction inspection ffcl , c9 -en i V11,�ea t*MECH-5-A: Air Distribution Acceptance D/oc a �1 Equipment requiring acceptance testing C —. �. �'1! .I. L+.�` �t .l��l ►1t.=! �"�-t.� ' This test required d the unit serves 5.000112 of space or fess and 25% or more of the ducts are in nonconationed or semiconditoned space tike an attic New systems that meet the above requirements Retrofit systems that meet the above requirements and either extend ducts. replace duds or replace the packaged unit. _ _ _ —__ _— ` a❑ MECH-6-A: Demand Control Ventilation Acceptance Document Equipment requiring acceptance testing iAn new DCV Controls installed on new or ensfing packaged systems must be tasted MECH-7-A: Supply Fan Variable Flow Control Acceptance Document Equipment requiring acceptance testing --- All new VAV fan volume controls installed on new or existing systems must be tested [] MECH-8-A:-Hydronic System Control Acceptance Document -Variable Flow Controls Applies to chnred and hof water systems -Automatic Isolation Controls Applies to now boilers and dNllers and the primary pumps are connected to a common header -Supply Water Temperature Reset Controls i Applies to new constant flow chilled and hot water systems that have a design capacity greater than or equal to 500,000 atuliv -Water-loop Heat Pump Controls Applies to all new watedoop beet pump systems where the combined loop pumps are greater than 5 he Variable Frequency Controls Applies to all new distribution pumps on new variable flow chilled, hydronicfleet pump or condenser water systems where the pumps motors are greeter (ban 5 hp Equipment requiring acceptance testing EnerWro 4.4 by EnergySoft User Number: 4473 Job Number: 09-114 _ - v Page_9 of 17- —! INDOOR LIGHTING SCHEDULE (Part 1 of 2) LTG,2-C IPROJECT NAME ---- -- — _ _--- - — ---- ---- -- --- ----- -'-------_.- DATE - - -j Orthopedic Center Eansion Elec- i (1) 42w Compact Fluorescent Trip/QuadI Elec _._ _.— - __._. _ ._ . CFTR4219!GX24q 4 (1) 2 k Fluorescent T8 Elec V - ._. T- 421 -- -- F3 ' F6 _,— 4/10/2009 INSTALLED LIGHTING POWER FOR CONDITIONED SPACES i Luminaire _ i L_ amps/Ballasts ,_ Installed Watts — i _ r --- C _ D -E -9I-_F. -G- —H -II j- r- z91 1933 �m e' ari CI i 3c,3 1 3o`z mn 3 ji 3 ; N v gwtr I N.D 3 m L to l I �sk Crc �•O @ I 5mw y I °cm I 0 X03 . N • xmiii ,� N [D i Name j Type Description ; p `~ o ( � m m o m !_._.__.I t vne 7 un i F1 (3) 4 ft Fluorescent TB Rapid StartElec F2 F3 1(3) 4 ft Fluorescent T8 Rapid Start Elec i s (1) 26w Compact Fluorescent Triple 4 Pin Elec- i (1) 42w Compact Fluorescent Trip/QuadI Elec _._ _.— - __._. _ ._ . CFTR4219!GX24q 4 (1) 2 k Fluorescent T8 Elec V - ._. T- 421 -- -- F3 ' F6 Run Initiation Time: 04/09109 4.4• by EnergySoft , User Number: 4473 X.{i _ _. _ 39.i_____ 1.092; f X1 10' 460 X.1_� ---.2 - -- --44 I PAGE TOTAL �3,271 BUILDING TOTAL (sum of all pages) 03,270 PORTABLE LIGHTING (From LTG -3-C) O CONTROL CREDIT (From LTG -4-C) ADJUSTED ACTUAL WATTS 2995, Job Number. 09-114. Page. t0 of 17' LIGHTING CONTROLS CREDIT WORKSHEET (Part 1 of 2) LTG -4-C I 'CONTROL CREDITS FOR CONDITIONED SPACES PROJECT NAME (DATE # Orthopedic_ Center Emaansio.n_ _ _ ^ _ _ I— 4/10/2009_— i 1 D. 1 E_ F ROOM aY I ! DA_YLIGHTING CONTROL ZONE ID LIGHTING ROOM WINDOW 1 SKYLIGHT 1 WATTS OF 4 LIGHTING I CREDIT CONDITIONED ! CONTROL PLAN AREA WALL t GLAZING !EFFECTIVE;' CONTROL ADJUST. Occ S ; WATTS AREAS j DESCRIPTION j REF: (SF) RATIO VLT APERTURE? LIGHTING_] FACTOR 1 (H X I) ----._.. --,----<=--250... - - - --+ - - Reslroom 115 ensor - ; ^'-- - i- —' I--�---••-----�--'-`; �_. ----- - _.�F31 67+ - - 1 _ 281 0.20;j ._ _ 61 Restroom 115 i Occ Sensor - <= 250 -- sgft ± F61 67 I 22 _ 0.201 Restroom 114 Occ sensor - <= 250 ;- _. _-_.- _ 4.: F_31 641 1 461 0.201 91 Restroom 114 1 Occ Sensor - <= 2501 - j __ 5eft_._..- - F6 _ 641 --- --- ---- - 1 221_ 0.201 - --41 FJanit'or 113 Occ Sensor - <= 250: f sgft 1 F3' 621 ! 561 0.201 11 ! -- &-c-e- 1-2-0 Offic0 i Occ Sensor - <= 250 ! __ _soft .. F2;_ 122I 1 I 931 0.2_ 0 191, Exam 102 1Occ Sensor - <= 250 j i F1T I ± 112;— j 931 0.201 191 f--- Exem16 — Occ Sensor -<=250-- .! sq t _F_11- - 1121-- -- - _ ! -- - 93i 0.20 ! - -- 191 ! Storage 112 Occ .I�_-..j San-so—r-_<= 250 �— J I F3' -- —381- -- - -----1 - —1--281-- 0.20_ 6� Exam 103 [ Occ Sensor - <= 250 ; — -157 - - ---� - — - ;- j _931-0.20; 19_' Exam 103 Occ Sensor - <= 250 I i I i I I F3; 157 —_ _ _._._ �_ _. _ 28!___0.20i.____ 6 Exam 104 Occ Sensor - <= 250 _.. ,.._ i _ -. _._ _. _ 1.—_. t..--- --F11 _ 126.- — - ` -- --931 0.20119: Exam 105 ! Occ Sensor - <= 250 F11 ' 128_] �j 931 0.20--- 19' .._ -1. j. Storage 108 Occ Sensor - <= 250 � '• ---------! --- �.- - _..1--F2 �.-- 2701 --- - -- -- - a- -. 2791. - 0.20; 561 Storage 108 ' Occ Sensor - <= 250 I 1 ! s ft I F31 2701 j I 281 0.201 61 cc ensor-<= 3�--—;----..-�---- - - -- - — 1 ----I-- -- _ �- ± sgft_- F21 125; _ 931-- 0.20±—_ 19± Office '109 Occ Sensor - <= 250 I ; { — - -931 0.20' 19 1 sgft _ ( F2. 121; —I Exam 106 Occ Sensor - <= 250 ! ' { -I sgft. i F1� 1.26 --- -- I-- - - - - - - -931 _ 0.20E—.19.1 1r j PAGE TOTAL 275 ! 1 From Equation 146-A - - -- j 2; From Table 146-A -- -^ -�-- — - BUILDING TOTAL j 275i !!! Enter in LTG -2-C: Lighting Control Credit Run Initiation Time: 4 14:42:46 3 33 6 1 — EnergyPro 4.4 by EnergySoft User Number: 4473 - - Job Number: 09-114 _ -_---_ Page: 11 of 17 — AIR SYSTEM REQUIREMENTS Part 1 of 2 MECH-2-C PROJECT NAME DATE Orthopedic Center Expansion _ _ _ _ _ —_ _ _ _ _ ___ , 4/10/2009 SYSTEM FEATURES ��----AIR SYSTEMS, Central or Single Zone____ _ __- ITEM OR SYSTEM TAG(S) (E) AC -1 Recpeflon (N) AC -2 I (E) AC -5 Number of Systems - . _ -_� 1._ _ ' 1_._ .. T-24 MANDATORY MEASURES Section Reference on Plans or Specification Heating Equipment Efficiency ' 112(a} 7_80 HSPF _ - 7.80 HSPF _ - 7.80 HSPF Cooling Equipment Efficiency ,112(aJ--____ (_, 13.0 SEER /.11.0 EER 13.0 SEER / 11.0 EER -_ 13.0 SEER/ 11.0 EER Heat Pump Thermostat 112(b� _ _ _ Yes _ -__ Yes Yes_ _ Furnace Controls 112(c), 115{a) `•, n/a _ _ n/a — -- - n/a Natural Ventilation 121(b) Yes i Yes Yes I Minimum VenUlatlon 121(b) 300 cfm I 360 cfm { i 185 cfm _� VAV Minimum Position Control ' 121 c No No No 1121(c) Demand Control Ventilation No No -- No Time Control 1121(c,.122(e _ Programmable Switch ;_ Programmable Switch _ i Programmable Switch Setback and Setup Control 122(e) Heating & Cooling Requiredl_Heating - -I - - & Cooling Requiredi, Heating 8 Cooling Required • Outdoor Damper Control �122(o i Auto r Auto --L Auto --- i Isolation Zones 122(g) _ _ —n/a - n/a n/a Pipe Insulation Duct Insulation ;_123 ;124 — _ R-8.0 --_ _ R-8.0 R-8.0 v_ _ -� PRESCRIPTIVE MEASURES Calculated Heating Capacity x 1.43 2 144 (a & b1 -n/a _ n/a _ L _ n/a..__ Proposed Heating Capacity 2' 144 (a & b) 29,043 btuh' 29,043 btuh _ I 29,043 bfuh Calculated Sensible Cooling Capacity x 1.212 i 144. (a 4 0 -.L. n/a f n/a _ n/a__- Proposed Sensible Cooling Capacity 2 1.144 (a & b) .-( 34,774 btuh 36,865 btuh i 35,047 btuh i Fan Control 1144 (c)_ ! Constant Volume _ Constant Volume j _ ; C_ons_tant,V_olume DP Sensor Location 1_44 c I Supply Pressure Reset (DDC only) 144 c _ Yes _ _- - _ _ _ _ Yes__, __-L-. Yes - --•_ Simultaneous Heat/Cool ? 144 No _ s No j _ _ No Economizer 144 (e, No Economizer No Economizer - No Economizer Heating Air Supply Reset a 144 — „ _ Constant Temp, e _{ - Constant Temp Constant Temp 1 Cooling Air Supply Reset 1144 (f) Constant Temp I Constant Temp _ Constant Temp j Duct Sealing for Prescriptive Compliance 144 (k) _ - No No -, No i 1: For each central and single zone air systems (or group of similar units) fill in the reference to sheet number and/or specificallon section and paragraph number where the required features are documented. If a requirement is not applicable, put 'N/A` In the column. 2: Not required for hydropic heating and cooling. Either enter a value here or put in reference of plans and specificatons per footnote 1. 3: Enter Yes If System is: Constant Volume, Single Zone; Serves < 5,000 sgfL Has > 25% duct in unconditioned space. Duct sealing is required for Prescriptive Compliance, see PERF -1 for performance method duct sealing requirements. User 4473 Job Number: 09-114 - _ _ Page:12 of 17 AIR SYSTEM REQUIREMENTS Part 1 of 2 MECH-2-C ;PROJECT NAME ;DATE ' I _ Ortho--pedic Center Ex ansion -- p _...-------.-_------------- ---- - .. L_,. 4/10/2009_____.1 SYSIEM FEATURES i __ AIR SYSTEMS, Central or Single Zone i ITEM OR SYSTEM TAG(S) I — (E) AC -4 j (N} AC -3- I , Number of Systems PRESCRIPTIVE MEASURES Calculated Heating Capacity x 1.43 2 X144 (a & b) I ...___.,n/a _ _n/3— Proposed /a____Proposed Heating Capacity 2 29,043 btuh Calculated Sensible Cooling Capacity x 1.212 144 (a & bn/a J.- _ _n/a Proposed Sensible Cooling Capacity 2 144 L & b)--�1-- 46,658 btuh _—-_— 36,228 btuh 1144, Fan Control 1144,MI Constant Volume_ Constant Volume,— DP Sensor Location Supply Pressure Reset (DDC only) 144 I _ -_Yes _ - _ _ Yes—______�_ Simultaneous Heat/Cool 144 d I No No Economizer 144 (e) I Diff, Temp_(IntegraI d),_ No Economizer Heating Air Supply Reset i 144�f _ ._Constant. Temp :_ mp _—Constant Te__ Cooling Air Supply Reset 1144(o —Constant Temp I Constant Temp a -I Duct Sealing for Prescriptive Compliance 1144 (k) No _ ;— No 1: For each central and single zone air systems (or group of similar units) fill in the reference to sheet number and/or specification section and paragraph number where the required features are documented. If a requirement is not applicable, put "NIN' in the column. 2: Not required for hydronic healing and cooling. Either enter a value here or put in reference of plans and specificatons per footnote 1 3: Enter Yes if System is: Constant Volume, Single Zone; Serves < 5,000 sqft; Has > 25% duct In unconditioned space. Duct seating Is required for Prescriptive Compliance. see PERF -1 for performance method duct sealing requirements, EnergyPro 4.4 by EnergySoft User Number: 4473 Job Number: 09-114 - - -- `_ Page: 13 of 17 T-24 MANDATORY MEASURES Section Reference on Plans or Specification 1 Heating Equipment Efficiency 112(a) - j 7.70 HSPF 7.80 HSPF Cooling Equipment Efficiency {Li 12oi. ___. ! _ .13_0 SEER/ 11 O,EER _ i 13.0 SEER / 11 0 EER_, Heat Pump Thermostat 1112(b) Yes I Yes Furnace Controls j 112(c) 115(a)I^ n/a n/a Natural Ventilation 1121(b) Yes Yes Minimum Ventilation i 121(b)—_---185 cfm_ 96 cfm_- VAV Minimum Position Control 1121(0 No J I _ No Demand Control Ventilation I12�c) —�.-_. __ _. __ NO No i— Time Control 121(c), 12201,_ Programmable -Switch ' _Programmable Switch, i - Setback and Setup Control 122(e)_ _ I Heating & Cooling Required; Healing & Cooling Required; - - -1 Outdoor Damper Control �122(f1-- Auto _ 1 Auto Isolation Zones 1122(8) n/a 1 n/a i Pipe Insulation 1123- 1 __-- _--• _—_ 1 -- --_----_- _--- _ I -- Duct Insulation 1.124 _- - I R-8.0 _ ---- - R-8.0 - --- _ —_-1, jf PRESCRIPTIVE MEASURES Calculated Heating Capacity x 1.43 2 X144 (a & b) I ...___.,n/a _ _n/3— Proposed /a____Proposed Heating Capacity 2 29,043 btuh Calculated Sensible Cooling Capacity x 1.212 144 (a & bn/a J.- _ _n/a Proposed Sensible Cooling Capacity 2 144 L & b)--�1-- 46,658 btuh _—-_— 36,228 btuh 1144, Fan Control 1144,MI Constant Volume_ Constant Volume,— DP Sensor Location Supply Pressure Reset (DDC only) 144 I _ -_Yes _ - _ _ Yes—______�_ Simultaneous Heat/Cool 144 d I No No Economizer 144 (e) I Diff, Temp_(IntegraI d),_ No Economizer Heating Air Supply Reset i 144�f _ ._Constant. Temp :_ mp _—Constant Te__ Cooling Air Supply Reset 1144(o —Constant Temp I Constant Temp a -I Duct Sealing for Prescriptive Compliance 1144 (k) No _ ;— No 1: For each central and single zone air systems (or group of similar units) fill in the reference to sheet number and/or specification section and paragraph number where the required features are documented. If a requirement is not applicable, put "NIN' in the column. 2: Not required for hydronic healing and cooling. Either enter a value here or put in reference of plans and specificatons per footnote 1 3: Enter Yes if System is: Constant Volume, Single Zone; Serves < 5,000 sqft; Has > 25% duct In unconditioned space. Duct seating Is required for Prescriptive Compliance. see PERF -1 for performance method duct sealing requirements, EnergyPro 4.4 by EnergySoft User Number: 4473 Job Number: 09-114 - - -- `_ Page: 13 of 17 WATER SIDE SYSTEM REQUIREMENTS Part 2 of 2 MECH-2-C PROJECT NAME DATE Orthopedic Center Expansion 4/10/2009 SYSTEM FEATURES 2 WATER SIDE SYSTEMS: Chillers, Towers, Boilers, Hydronic Loops ITEM OR SYSTEM TAG(S) t Number of Systems T-24 MANDATORY MEASURES Section Equipment Efficiency i 112(a) — Pipe Insulation 123 I i PRESCRIPTIVE MEASURES Reference on Plans or Specifications ITEM OR SYSTEM TAG(S) Number of Systems MANDATORY MEASURES Water Heater Certification Water Heater Efficiency Service Water Heating Installation Pool and Spa Efficiency and Control Pool and Spa Installation Pool Heater - No Pilot Light Spa Heater - No Pilot Light —_--- Service Hot Water, Pool Heating_ DHW Heater Reference on Plans or Specification' 113 (a) Bradford -White M -1-40L I i -- 113 (b� 0% 113 (c) _ 114 (a) 1 n/a 114 (b) n/a 115 (c) j n/a Li --- L15 (a) i — -- n/a --- -- - -- 1: For each water heater• pool heat and domestic water loop (or groups of similar equipment) fill in the reference to sheet number and/or specification section and paragraph number where the required features are documented. If a requirement is not applicable. put WA" ins the column. 4.4 by Enero)5 oS User Number: 4473 Job Number. 09-114 Page: 14 of 17 Calculated Capacity 144 (a & b) Proposed Capacity 144 (a & b) ' Tower Fan Controls i .144 (h) Tower Flow Controls 144_(h� Variable Flow System Design 144 (j) Chiller and Boiler Isolation ;144 CHW and HHW Reset Controls .144 Q) WLHP Isolation Valves— VSD on CHW, CW & WLHP Pumps > 5 I 144 (I) HP ; - DP Sensor Location i X144 -- 1: For each chiller, cooling tower• boiler, and hydronic bop (or groups of similar equipment) BII in the reference to sheet number and/or specification section and paragraph number where the required features are documented. 11 a requirement Is not applicable, put "N/A" in the column. 2: Water side systems include wet side system using other liquids such as glycol or brine. ITEM OR SYSTEM TAG(S) Number of Systems MANDATORY MEASURES Water Heater Certification Water Heater Efficiency Service Water Heating Installation Pool and Spa Efficiency and Control Pool and Spa Installation Pool Heater - No Pilot Light Spa Heater - No Pilot Light —_--- Service Hot Water, Pool Heating_ DHW Heater Reference on Plans or Specification' 113 (a) Bradford -White M -1-40L I i -- 113 (b� 0% 113 (c) _ 114 (a) 1 n/a 114 (b) n/a 115 (c) j n/a Li --- L15 (a) i — -- n/a --- -- - -- 1: For each water heater• pool heat and domestic water loop (or groups of similar equipment) fill in the reference to sheet number and/or specification section and paragraph number where the required features are documented. If a requirement is not applicable. put WA" ins the column. 4.4 by Enero)5 oS User Number: 4473 Job Number. 09-114 Page: 14 of 17 MECHANICAL VENTILATION MECH-3-C _—______• �_ __ (PROJECT NAMEDATE I L Orthopedic Center Expansion _ _ _ _ � 4/10/2009_ _--- 4REA_8A81S OCCUPANCY BASIS ' _ I A i - B C D 1 -- - E i F I G H +_ I J I K L ! I 371 I r _ i 1 c la f -.1s3 C D 3 -00 W � - - - - - { _—�_-P i W -Ve i -a 1^O�'o3m1 and 30 m 3 Min : f� tp c) , o - -- x -n oC i -M -,_N Id N I f° 0=2 m > 38 0.15, 353, 0.151 y ' "doi!in m��1�dT{ � M Q 3 ' �m ��3;'JaTli6i$<i�D'ar�ovao'oHoi 3 r,r 3 a3i o3i m { ZONE/SYSTEM 3 3 o ! 3 i �- y 3 I i i63 j1851 ! - -- 1 329 0.15, - - - 49, ! _. 49 _. . 1231 ! 'Exam I 41 1 0.15 621 1 I f � Reception 800 0.15, 120, ! 1201 300; j 1 ---_----- ( I — -- —_ (E) AC -1 Recpetion - _ ( { 120 3001 ; I - -- - - - - - - - t — - - _Total — -i -- - -- -- - -. -- -- --- - .banitor/Restroom �— 193 0.151 29 ; i I i 29! 275 bfflce 122 0.15; 18 . -- 181 18 i .r __-- . I Waiting i --- ( 214 0.151I 321 — -- _ _ — --- - -f -- I 1 32 321 _ ---, 1 i V -Ray 23 0.15' 35 3511 351 t (N) AC -2 270 0.15'- T40 ! ' _ I Tota_( 114 ; 3601 1 Exam I 371 696 0.15 1041 r 104 ! 1041 1 ` Storage 19i 38 0.15, 353, 0.151 — 61 { 53 : ---r-- - - -- j _ 53 I t —_ 751 4 ' Corridor Corr ((E) AC -5 I i i63 j1851 ;Reception - -- 1 329 0.15, - - - 49, ! _. 49 _. . 1231 ! 'Exam I 41 1 0.15 621 1 I f � , 62+ 62 ` ! - ! (E) AC -4 ---_----- ( I Total -11151 -- 1 —, -- forage 270 0.15'- T40 ! 40 , I 401 I 4 ! 246 371 - I 371 371- Exam _0.15, ' 124 0.151 19 � - - 19 - 19i + I (N) AC 3 1 Total _ 961 _ _96I. I i t , 6C_—IMmimumvenb1A rlaeper Saco n121;Table121•A E _ ? Bared on fixed seat or mo greater of the expect00 number of occupan_Ls-enC 50 % of the CBC.occupani bad for M"—Ur for spaces without raced seating,— _.H_ lRequireo Venbtabon Air (RE 191 V.0.) is the Wrger of the venldation rales calculated on and or OCCUPANCY BASIS tcolu_ mn D 1 I Must be greater than or equal to H or use Transfer Air (column N) b make i?P the drRerence— J��Oesign fan suDD1Y dm (Fan CFM) x 305_ or 1 K i Condition area C aq).z 04 dm+fl. aq.; or — L IMaximum of Columns H. J, K. or 300 cfm M iThis must be less than or equal to Column Land greater that or equal N Transfer air must be provided where the Required Ventilation Air (column I) is greater than the Design Aknimum Air (column M). Where required, transfer air must be greater than or equal ' to the d'dterence between the Required Ventilation Air (column 1) and the Design Muumum Ar (column M), column H - M. I EnergyPro 4.4 by EnergySoft —_ User Number. 4473 — Job Number. 09.114 ,— -- — -- — Page: 15 of 17 MECHANICAL EQUIPMENT DETAILS I Part 1 of 2,' MECH-5-Cl iPROJECT NAME 'DATE Orthopedic. Center Emansion _-1... 4/10/2009 ICHILLER AND TOWER SUMMARY T — - i ! Equipment Name _Equipment Type_ i-0ty. I Efficiency Tons — . i Tot. I- i Qty GPM { Motor ; Drive Pump : BHP i Eff. Eff. 1 Control r-- -- - i i CENTRAL SYSTEM RATINGS D OL SUMMARY -- - - - - — -- I - - -- -r- - -- I EnergyStandbyStandby 1TANK INSUI:.I - ( i Rated 1 Vol. Condition Factor { Loss or [ Ext. f i_ System Name _- System Type Distribution_ Type— _1!? y, Input 1(Gals.) ; _Status I or RE i Pilot ! R -Val. I Bradford -White M -1-40L -'Small Elec. IAII Pipes Ins 11 17,076! 401 New, 0.91 n/a; Na MULTf-FAMILY CENTRAL:WATER HEATING DETAILS I Hot Water Pump I Hot Water Piping Length (ft) �- -- _._ -- ------__---...__u.—_.—,- Control ----•------- — - 1 #, -._—_ MP I Type_—__- z - -- - ---._.__.—._.._----� 1 In Plenum Outside„_ _! Buried -, - . --� Add 1/2„ ; t Insulation - r-- -- - i CENTRAL SYSTEM RATINGS -- HEATING::_ _ 1 Aux. ! .COOLING.- - 1----------_ j —f� Condition .- -- -------1 f --- I $yssem_Name �- ___�Svstem Tvue QtY_Qutput_� .kW _ _Eff. _ ! Output_„i Efficiency,_—_1 Status - Economizer Tyke I ! SEER / 11.0 EER! Exis6ng;NoEconomizer !Carrier 50HJQ005-3/5/6 i II i Packaged DX i 2 ! 46 5001 0.0 7.80 HSPF! 46,300113.0 ` 1 ;Carrier 50HJ0005-31516 - ' ; ; I Packaged DX 21 46,5001 0.0; 7.80 HSPF;!- 46.300I13.0 i SEER / 11.0 EER, New !No Economizer ;Carrier 50HJ0006-3/5/6 -_--- ! f Packaged DX -� i 11 56,200, 0.0.7.70 HSPFi 61,000 13.0 SEER / 11.0 EER; Usting;Diff. 1 Temp (integrated) 1 EUTRAL SYSTEMFAN SUR -- (----8UP_PLLr -Motor Location CFM FAN BHP Motor Drive I ; I_Eft• I Eff• _CFM„ �f • BHP ? Motor Eff, I Drive Eff. I -------__---- —_ System Name _-_— Fan Tvoe ;Carrier 50141J0005-3/516 ; i __ ,Constant Volume � I Draw -Through 1,600 0.701 76.0%1 97.0%j none 1 ...,--_ nonel F - Carrier 50HJ0005-3/516-f _ _-1Constant Volume -- - — - .Carrier 50HJ0006-3/5/6 1Draw-Through _ I 1600k (-._..__i_._..... —0.701 76.0%I 97.0%! 1 -1 j Constant Volume — - ---1-- - - Draw -Through 2,000i ._..._ 1.07 82.5%; 97.0%i _ ^._ I none; -- -- -.. -- ... .. - _ Run Inlitiatiohlime: 04/09109 14:42:46 Run Code: 1239313366 i EnergyPro 4.4 by EnergySoft User Number: 4473 Job Number: 09-114 Page: 16 of 17 (MECHANICAL EQUIPMENT DETAILS Part 2 of 2 MECH-S-C� PROJECT NAME ----_— _ .._ ..-•—_-----• _ -. OrthOoedic Center Expansion °ATE 4/10/2009 ZONE TERMINAL SUMMARY ... TERMINAL Uf�IT_! t - -- VAV r _ i •[ERMIPIAh F..._t� Zone Name System Name System Type Heating i Min CFM; Reheat , Motor Dirve Cooling qty.; Ratio_! Coil : CFM I BHP I Eff. I Eff. i ! i I — —------- -- — — -- j I � � iii---- - -- —• --•------------ --- -. .I. -----1 ._ .._ i I -i i __ � ti Irl----.. _ . . � - ---- _- � - -- ---►-----_►__ _-� � ---- - i � _' _ I _. EXHAUST FAN SUMMARY MotorDrive i' - - - Room Name qt CFM BHP I Eff- Eff. I Room Name I j i Motor! Drive , I qt CFM BHP Eff. Eff. ' - , Restroom 1151 1.0 i 35 0.00 40.0% 97.0%i L Corridor/ Passage Way 1.0 75 0.00 1 40.0%' 97.0% i Restroom 114' 1.01 120 0.00 ; 40.0°/! 97.0%1!I Janitor 113; 1.0 0.001.40A% 97.0%1 -120 - -- Run Initiation 4 09 9 14:42:6 Run Code: 1239313366 EnergyPro 4.4 by EnergySoff _ User Number 4473 -- Job Number: 09.114 -- -- -- Page: 17 of 17 Quality Assurance Services, In MQA# 0108 T CA RAM License No. 6073-37 APR 13 2009 jifl, "Ouality Is Never An Accident" John F. Kennedy Memorial Hospital CITY OF LA QUI NTA 47111 Monroe Street BUILDING & SAFETY DEPT. Indio, CA 92201 APPROVED FOR CONSTRUCTION Attn: Radiology Manager —E'FkBY7��- RE: Shielding Plan for an Xray Room in Suite 200, 47647 Caleo Bay nve 441. . The recommendations for radiation shielding contained in this Shielding Plan have been made in accordance with the guidance provided in NCRP Reports #49 and #147 and all California State requirements. Recommendations for the facility were made from information supplied by your offices and/or those of your architects or construction contractors. DESIGN INFORMATION, DEFINITIONS, AND ASSUIVII'TIONS: 1. Workload (W): The Workload (W) factor is supplied from customer or commercial data or is assumed to be a common value for the specified use, such as may be obtained from Dosimetry Impact 2004 data and used in conjunction with shielding factors and equations provided in NCRP-147. 2. Occupancy (T): The occupancy (T) factor indicates the fraction of time of exposure at a specific location. Controlled areas are assigned the Occupancy factor of one (1). NCRP Report No. 49, Appendix C, Table 1, and NCRP Report No. 147, Table 4.1 are generally :followed to determine appropriate occupancy factors. 3. Weekly Exposure Limit (P): The Weekly Exposure Limit (P) is 2 mrem per week for non -radiation workers and is 10 mrem per week for occupational radiation workers. 1500 Vila Hacienda Chula Vista, CA 91913 (619) 482-1003 D&B 845992374 (619) 421.7670 Fax glean@gaservices.net www.gaservices.net +T(A7 Ct6f�-e�i;dc zoo CCAS, Inc. 4. KiloVoltage Potential (kVp): The KiloVoltage Potential (kVp) is assumed to be an average of 120 kVp for scattered X-rays. S. Distance (d): The Distance (d) used in shielding calculations is the distance from the scattering object or from the source of the primary beam to the position of occupancy. 6. Walls: The walls of the rooms, unless otherwise noted, are assumed to consist of two 5/8" layers of sheetrock with 3" between the layers. 7. Doors: The standard doors of the rooms are assumed to be solid core doors. 8. Windows: The standard windows of the rooms are assumed to provide insignificant attenuation. 9. Floor/Ceiling: The Floor and Ceiling occupancies must be specified. When not specified otherwise, a floor -to -floor height of 14 feet is assumed. 10. Height of Shielding for Xray: The height of shielding for xray attenuation must be 84 inches (or more if specified) pursuant to California Code of Regulations, Title 17. 11. Primary Barrier: The primary barrier has a design safety margin of 12 inches (approximately 0.5 meter). 12. Half -Value -Layer (HVL): Values for xray attenuation are taken from NCRP Report No. 49, Appendix C, Table 27, page 88, for specified values of kVp. This report assumes 120 kVp is a typical value resulting in a HVL of 0.286 mm of lead or 1.95 cm of standard concrete. 13. Shielding Value Minimum: The attached excel spreadsheet provides the minimum values -of shielding for lead and are given in millimeters thickness or pounds per square foot urea or in thickness of concrete. Larger thicknesses of shielding can be used if it is cost effective to do so. 1500 Via Hacienda Chula Vista, CA. 91913 -(619) 482-1003 D&B 845"2374 (619) 421.7670 Fax glean@gaservices.net www.gaservices.net QAS, Inc. 14. Unless stated otherwise, all portions of a designated radiation barrier (i.e., doors, windows, and so forth) are to have the same attenuation characteristics as is stipulated for that given barrier. For example, where a radiation barrier is specified to contain 4 -pound lead shielding, unless specified otherwise any door or window contained in that barrier must also provide an equivalent attenuation of 4 -pound lead. 15. All junction boxes and other penetrations in lead lined walls and all door frames and window frames must comply with the requirements of NCRP Reports #49 and #147. 16. Where existing lead barriers are to re -used any. penetrations made in an existing lead barrier must be repaired to provide at least as much radiation protection as was afforded prior to the penetration being made. All `notes" provided in this report and also all "notes" on the calculation snreadsheet(s),must be taken into consideration. The assumptions indicated on the calculation spreadsheet(s) are important as they directly impact the calculated lead shielding. If you disagree with or wish to modify any of the indicated assumptions, notify the physicist. It is important to note that any assumptions used in determining the proper Amount of shielding to be provided can be challenged and justification can be requested by the regulatory bodies. Therefore it is prudent to be careful in requesting changes or modifications to any of the "standard" assumptions normally used by physicists. Similarly, any changes or modifications to any room configuration or to any of the specified equipment will require a review and/or modification of the shielding requirements by the physicist. CERTIFICATION: Based on my assumptions and calculations, I declare under penalty of perjury, that the radiation protection design for this project will conform to the applicable provisions of the California Code of Regulations, -Title 17, relating to radiation protections. 1500 Via Hacienda Chula Vista, CA 91913 (619) 482.1003 D&B 845992374 (619)421.7670 Fax glenn@gaservices.net www.gaservices.net QAS, Inc. My responsibility is for the design of the shielding as described above and is not for the installation of the shielding. Although not intended ,as an endorsement, should consultation regarding the installation of the specified lead shielding be desired, RAY -BAR Engineering Corporation, located in Azusa, CA, may be contacted at (626) 969-1818 for such assistance. I further declare that I am a qualified radiation physicist, health physicist and medical physicist. Sincerely, Glenn Deacon, MSEE, MS Electrical Engineer and Licensed Medical / Health / Nuclear Physicist Vice President 1500 Via Hacienda Chula Vista, CA 91913 (619) 482-1003 D&B 845992374 (619) 421-7670 Fax glean@gaservices.net www.9 services.net Facility: 47647 Caleo Bay Drive, #200 4/5/2009 Location: La Qulnta, CA Project: Xray Room Number of patients per week: 120 (NCRP-147, Table 4.3, Pg. 40) _ Barrier Description P Design Occupancy Distance To NT/Pd2 Of or Goal (P) Factor (T) Barrier From (mGy lm z) NCRP447 Required Barrier S NCRP-147 NCRP-147 Source Fig 4.5 Lead JM2�/Wk) Table 4.1 (m) (mm) IbsJW) Comments A Wall boundino hall S 0.02 0.200 2.67 168 0.30 1.0 room room Note 1: The concrete ceiling provides sufficlent attenuation; no additional shielding Is required in the ceiling. Note 2: Additional shielding has been added to assure personnel protection. _ Note 3:-A mat (aproxiniately 4' x 8`) with the equivalent attenutation of 4 -pound lead is to be placed on the floor under the xray table. Glenn Deacon, MSEE, MS Electrical Engineer Licensed Medical Radiation Physicist (619)482-1003 Office (699) 370-7920 Cell alenn0gaservices.net www.geservices.net +3611 ------ rn X—RAY .011 6 *9 3 5/8" MTL STUD W/LEAD LINING (TYP.) IN X-RAY -71 3f -Off 118 21-31 Are, -7T TI SIRE-RATED,CbRR1D'OR ' +36 16- •i` '� i I � DRESSING �. ;��,. :'�,`,. ;;% !'/. ;`/.! •/;/, �`: OFFICE ;I•� w� 118 '% � :.�; /..•� /;� ;, I,� i � ';' / /' — X-RAY 3 618" MTL STUD ' I f r ' ` .• I I : MEAD LINING (TYP.) IN X-RAY = j • - WAITING Era �• 'r '�, :% �:� � � � �...��• �� D�. 116 117 I.,`::' .��: � :!�; ;:I �•�. 6" MTL STUD / 1 JANITOR ) DRESSING ; jI 11 CORRIDOR RESTROOM RESTROOM 117-' j 1 I 121 _ 1i3 _114 !1, 16. 113 ' ' �•-.� CORRIDOR V""a+ic,°�'� � �7 i"t 4' G T-2^ I T-0° 8'-9" -•� ``u._ .. 121 j CORRIDOR121; EXISTING/ ELECTRICAL i O ' tioi �••-•` j _' , ' ' , 122, � DICTATION Lockers STO 2 dE 111 Drawing Index are a document set and shOlAd not bB separated. matlon and references are contained on an sheets, S T E READINESS C1 EG"IPMENT LAYOU— Al lEq gnl laallnar-% heal leoda, eW'0W.W1 ae.grta. anlr*WM141 Wall STRUCTURAL LAYOUT S" (51:uclura1 %Peart/mZdrGrtg Wca Deli fav fk1Tj r :l/ccding, a21 au*art elrw*aN; S-RUCTURAL DETASLS S2 (Fla-• and Cedirg loosing Irlxmetian) ELECTRICAL LAYOUT =f (CO*raaMt Z;Iied tinny, irlr• reel ralh*&.:uwt;on poiri lacaaan and dem ELECTRICAL SP=CIFICATI✓NS E2 (Wmia:um Arb.y Mn km�ht, 'dltelcomed dagrmn eynen sonar apecitkat:3rW) ELECTRICAL DETAILS E3 EO(1:PNENT D=TAILS D1 GE Healthcare These equipment Installation dravAMp indicate the placemertt and Interconnection of the listed equipment components. These drewings ere notconstructionorsgtepreparadandrawirtgs.Cistomerrcmatnsultimately r ya mspomlblefwpmparingthaskatoecwmmodateihO tsmktlonand operation of such equipment In compliance with GE HealthcaWs written sPeciticattons and ail applicable federal. stet% and/or local requirements. * REQUIRED REFERENCE . Definiu.n 5000 Preinstallation Manual 51:92'967-100 A mandatory component of this drawing set is the GE Healthcare prelinstalletlon manual. Failure to reference the "nstaltatfon manual vAH resuR In incomplete documentation regqu(red for ~ she design and preparation. Preinstallation documents for GE Healthcare products can be accessed on the web at: http:/l—Ajobealftare corn/company/docs/s(teplanninghtng RAD Site Planning imagination at work Customer Site Readiness Requirements e Any davietion from thwo drawings must be ccmmunlested Inwrtl(ng to and reviewed by your local GE Healthcare Installation Project Manager prior to making chmgEm e Make arra ngementtfor any rigging, speelall hanriling, orfecInty rnodlflcatlons that must be made to ddhrer the oquipmont to Nta IrWaoatlon lytta, if desired, your local GE Heattneare Installation Project Manager eon supply a reference list otriggtng contractors P Newconctruction requdrels the fogavring:1. Sectile area for equipment. 2. Power for dolls and other =Mom 1 Capabinty Tor Image analysis, 4. ReWmans, • Provide for refuse renlova€ and dispose! k*crate%canons. PeCldng) • Contact radiation physicist or consultant to specify radiation eomalnment requtremems. GE Equipment Delivery Requirements Reins, „nrough a on n,e GE tbaltheam 5ta n®mmm Cha M ale ft VjW m r-= to egloP—M de0eerytotna anststadon axe. r ,ipmont warm be daUseradttNam regyternenty ale hat rathaDa GE Haeltheata sxa td■ f:h.�t asatan,a�e.. rasmP� caranoem..eiw. lacer rexerva.r.rro.rPe.m.:�� t..aern.c apaga, 1m»knea: ra.A.momaAer. �' eR.afm.m.Pa�+n n.,W meeerme.Per.a �It SC ■[ L■ till, i t a�O.AIPR. �' bmar.y�.•y.,.�resaen.o e.IL. �m.tr..eo..�1P. '.•'l. e o4Mt .. tlNOesra+u..e.r S•.5> rsu� Pe" e e rlalw�wenl M�wae�w. '��' WPIe....r.�Ga.•w✓•• ;H � xwre. tr >i ® �C s i I U t $ € BOJ s o�� g U g amye o� fRrrM 6Y: n1e ma dz nasscl cm �,_ar-at-os-n-os aveee r,'ea: G1 L k 5, Pg. I, [,,tr Mr P 9 92 g: FL If ;P, E �L F A Fr Ip FL CP m CFq m M A Standard Room wall I X -%y Tatte A, Bucky A e - ----- - - - D of Be F 0 UL --j l� mil O 0 pj& 4A. Elevation (left) and plan (right) views or a representative radiograpbio for radiographic and fhmroacopic) room. Points A, B, C, D and E represent a distance of 02 m Emrn the respective walls. Point F is 1.7 m above the floor below. Point G is taken at o.5 in above the floor of the room above. Cn R gy 4 , 3 aL�ii Distance to be, used in shielding palcu adonis THICKNESS DECIMAL mm LBS. PER SQ. FT STD.ROLL FRACTIONS EQUIVALENT EQUIVALENT APPROXIMATELY 11 SIZES 1/64" .0156" 0.3969mm 1# 4' x 20' 1/32" .031219 0.7337mm 2# $' x 20' 5%128" .0391" 0.9922mm IF 2 1/2#ijl 8'x 20' 3/64" .0469" 1.1906mm 3# 8' x 20' 1/:L6" .0625" F 1.5875mm IF 4# 0` x 20' 5/64" .0781" =E 1.9844mmIE 5# 8' x 20' 3/32" .0937" 2.3812mm 6# 8' x 20' 1/8" .1250" 3.1750mm 8# � ==I;' -x 20' 5/32" .1562"-11 3.9687mm F 10# 81 x 20' 3/16" .1875" 4.7625mm IF i2 1 8' x 20' 1/4" .2500" IE6.3500mm IF 16# 1 8' x 20' 3/8" .3750" 9.5250mm IF 24# 8'x 20' 1/2" .50" 12.7000mm [ 30# 4'x 8' 3/4" —] .75" -T-� 19.osoomm 46# lr 4' u 8' its � 1.00" 25.4000mm 60# 4' x 8' 1-1/2" 1.50" 38.1000 mm _jf90# j 4' x'S'=i 2" 2.00" f 50.8000mm 120# f 4' x 8' Glenn Deacon From: Ruben Coronado [rcoronado@holterchitects.net] Seat: Thursday, April 02, 2009 91:08 AM To: glenn@gaservices.net Cc: 'Evans, Linda' Subject: Orthopedic. Center Expansion - X -Ray Room 119 Attachments: X-RAY PLANS.pdf, Floor Plan 2009-04-02.pdf n, tacked is the Floor Plan indicating the equipment layout and surrounding rooms. -Ray Room 119 will sit on the second floor. (isting Second Floor Specifications: 3° Metal Deck with 5/8° plywood sheathing & 1 W concrete. )proved X -Ray - GE Definium 5000 (See Attached File) there is anything else you require please let me know as soon as possible. ,oject Site: X647 Cateo Bay Drive uite 200 i Quinta, CA 92253 you .uben Coronado, Project Manager [olt Architects, Inc. )-225 Highway 111, Suite D ancho Mirage, CA 92270 oice 760-328-5280 x 1.16 3x 760-328-5281 u w.l IoltArchi tccts. net F Page 1 of t F- r i r APRfU(�f ER -4943P* LEGACY REPORT Reissued September i, 200 ICC Evaluation Service, inc. &aftesoWoM office �0 Worlarm M11 Road Whittier, California 90631 a (562) 699405x3 www.icc-es.org Regional Office m 900 Montclair Road, Suite A, Urmmgtw, Alabama 35213 ■ (205) 599-M 9 Regional Office ■ 4051 West Flassmoor Road, Country Club Mlls, Illinois 60478 ■ (708),799-2305 Legacy report on the 1997 Uniform Building Code m, the 2000 International Building Code®, the BOLA® NAtlonal Building Codei1999 and the 1999 Standard Building Code° DIVISION: 05—METALS Section: 05400—Cold-Formed Metal Framing BEARING AND NONBEARING STEEL STUDS STEEL STUD MANUFACTURERS ASSOCIATION 8 SOUTH MICHIGAN AVENUE, SUITE 1000 CHICAGO, ILLINOIS 60603 ALLIED STUDCO 2525 NORTH 27TH AVENUE PHOENIX; ARIZONA 85009 CEMCO 263 SOUTH COVINA LANE CITY OF INDUSTRY, CALIFORNIA 91744 CONSOLIDATED FABRICATORS CORP. 7815 EAST SOMERSET PARAMOUNT, CALIFORNIA 90723 CUSTOM STUD, INC. 21778 HIGHVIEW AVENUE LAKEVILLE, MICHIGAN 55044 DESIGN'SHAPES IN STEEL 10315 EAST RUSH SOUTH EL MONTE, CALIFORNIA 91,733 DIETRICH INDUSTRIES, INC. 500 GRANT STREET, SUITE 2226 PITTSBURGH, PENNSYLVANIA 15219 OLMAR SUPPLY dba DENMAR STEEL, INC. 6765 PRESTON AVENUE#0 LIVERMORE, CALIFORNIA 94550 QUAIL RUN BUILDING MATERIALS, INC. 2102 WEST LONE CACTUS DRIVE PHOENIX, ARIZONA 85027 SCAFCO. CORPORATION 6212 EAST MAIN AVENUE POST OFFICE BOX 11215 SPOKANE, WASHINGTON 99211-1215 UNITED METAL PRODUCTS, INC. 234 NORTH SHERMAN AVENUE CORONA, CALIFORNIA 92882 STEELER, INC. 10023 MARTIN SEATTLE, WAS WESTERN METAL LAI FRAMING SYSTEMS 6510. GENERAL DRIVE RIVERSIDE; CALIFORIN 1.0 SUBJECT i 9WL81 Y OF LA QUINTA BUILDING & SAFETY DEPT. AND ST r-11—PROVED 11— PRO ,ED FOR CONSTRUCTION ►92509 - DATE �BY—�r " %ES Bearing and Nonbearing Steel Studs,,Joists and Tracks. 2.0 DESCRIPTION I [� The design of the steel studs, joists and tracks described in this report complies vOth.' Section.2217 of the 1997 Uniform Building Cog6f- (UBC), Section 2205 of the 2000 International 'Building Codd' (IBC), Stiction 2206:1 of the BOCA National BuildingCodefl 999 and Section 2204.1 'of the 1999 Standard Building Code. 2.1 General: Punched steel studs and unpunched joists and tracks are roll - formed in various depths with the metal thicknesses indicated in Table 1. Section designations, section properties, steel yield.strength, etc., are set forth on pages 6 through 11 and pages 2 through 5 of the accompanying Steel Stud Manufacturers Association catalogs, "Product Technical Information," dated 7101, and "Supplemental. Product Technical Information;" elated May 2001. Web crippling details and maximum web crippling loadsare noted on pages 39 through 41, and. pages 6 and 7, otthe accompanying catalogs. 2.2 Nonbearing Wall Heights: Allowable nonbearing wall heights for 'interior composite wall design are noted on pages 12 and 13 of the 'accompanying catalog 'dated : 7/01. Allowable interior nonstructural wall heights, using only section properties of the steel; are noted *Revised August 2003; corrected after revision ICC -ES legacy reports are not to be construed as representing aesthetics or any other attributes not spec(fically addressed, nor are they to be construed as an endorsement of the subject of the report ora recommendation for its use. 77tere is no mwanty by ICC Evaluation Service Inc., eWress or implied as to ...::........ anyfinding or other matter in this report, oras to any product covered by the report. Copyright © 2003 `E7- (A-7 C67k# 8444 Page 1 of 4 /I Sl4 Z4D Page 2 of 4 ER -4943P on pages. 14 and 15. Allowable limiting wall heights for curtain walls are noted on pages 16 through 19 of the accompanying catalog. 2.3 Load-bearing Wall Studs: Allowable axial loads combined with lateral loads for various heights and stud spacings based on mechanical bracing at maximum 48 inches (1219 mm) on center and sheathing on both sides for lateral stability, with the design complying with Section C5 in the "Specification for the Design of Cold -formed Steel Slwctural Members," 1996 edition,, are noted on pages 20 through 30 of the accompanying catalog dated 7/01. 2.4 Joist: Allowable joist span for various loads, joist spacings and span conditions are noted on pages 31 through 36 of the accompanying catalog dated 7/01. 2.5 Header Load Table: Allowable loads for header construction are'noted on pages 37 and 38 of the accompanying catalog dried 7/01. 2.6 Ceiling Span: Allowable ceiling span for 4 psi, 6 psi and 13 psi (192 N/m2, 287 N/m2 and 633 N/m2) total loading, U240 and U360 deflections, various spacings and span conditions are noted on pages 42 and 43 of the accompanying catalog dated 7/01. 2.7 Materials: 2.7.1 Steel Members: Studs, joists and tracks are formed from steel having a minimum 33,000 psi (228 MPa) yield point (ASTM A653 SS Grade 33 or ASTM A1011 SS Grade 33) for thicknesses of 0.0179 inch (16 mils) (0.454 mm) through 0.1180 inch (118 mils).(.3 mm), and a minimum 50,000. psi (345 MPa) yield point (ASTM A 65388 Grade 50, Class 1 or 3, or ASTM A 1011 SS Grade 50j for thicknesses of 0.0538 inch (54 mils) (1.366. mm) through 0.1180 inch (118 mils) (3 mm). 2.7.2 Gypsum Board: Gypsum board conforms to ASTM C 36, with thicknesses of inch (12.7 mm) and 5/6 inch (15.9 mm). 2.7.3 Steel Screws: No. 6, Type S, 11/, -inch -long (28.6 mm) steel screws conform to ASTM C 1002. 2.8 Tables and Details: The catalogs entitled "Product Technical Information," dated 7/01, and "Supplemental Product Technical lhforrriatioh," dated May 2001; which are a part of this'report, are -available on the ICBO ES' 15site and on the IC66 ES evaluation report CDROM, underER-4943. Only the items Indicated in Table 3, for the catalog dated 7%01; are part of this report (the entire catalog dated May 2001 is part. of this report). Structural properties for the.effective moments of inertia on pages f through 11 of the catalog dated 7/01, and pages 2 through 5 of the catalog dated May 2001, ,are Based on Procedure I for deflection determination at the allowable moment Ma. Allowable wall height tables on pages 14 through 19 of the catalog dated 7/01 are based on thefollowing considerations: • The tabulated partition heights are based on flexure, deflection and shear, whichever governs. • Allowable end reaction based on table: ,heigh"ts must be checked for web •crippling allowable concentrated' loads. End. reaction = [load (psf)] [spacing (in.)] [height from table (ft.)j/24. • Heights are based on .web punchouts at a minimum distance of (1.5h) from the edge of bearing (h is the stud web depth). Pages 47 and 48 of the catalog dated 7/01 are not recognized as part of this report. 2.9 Identification: Each stud is identified with the`rnanufacturer's name, yield strength [if , over 33 ksi (228 MPa)], minimum base -metal thickness, and the'report number embossed orrstamped on the web of each section at a maximum •of 48 "iriche's (1219 mm) on center. 3.0 EVIDENCE SUBMITTED Descriptive details, load test reports, engine®ring calculations, report of composite construction 'load test Jand proposed product technical information, in accordance with the ICC -ES Acceptance Criteria for Steel Studs, Joists and Tracks (AC46), dated January 2001. 4.0 FINDINGS That the Steel Stud Manufacturers Association Bearing and Nonbearing Steel Studs, Joists and Tracks described In this report comply with the 1997. Uniform- Building Code*!", the 2000 International Building Codes, the BOCA® National Building Codef1999 and the 1999: Standard Building Codep, subject to the following conditions: 4.1 Studs, joists and tracks are Installed in accordance with this report and the manufacturer's Instructions. 4.2 Allowable heights and loadings comply with the accompanying tables. 4.3 Uncoated minimum steel thickness of cold -formed members as delivered to the j 6`fte shall tie at least 95 percent of the thickness used in design. 4.4 Complete plans and calculations verifying compliance with this report rhust'be submitted to the building official for each project. 4.5 The studs are manufactured atthefacilities noted in Table 1. 4.6 Stud member end reactions, resulting from allowable heights and toads, • as noted In the accompanying. tables, must be checked with the web crippling tables noted .in the . accompanying catalog. This report Is subject to re-examination In two years. Page 3 of 4 ER -4943P TABLE 1—METAL THICKNESS MINIMUM THICKNESS' (Mils). DESIGN THICKNESS (Inch) REFERENCE GAGE 18 0.0188 25 • 27 0.0283 22 30 0.0312 20 drywall 33 0:0346 20 structural 43 0.0451 18 54 0.0566 16 68 0.0713 14 97 0.1017 12 118 0.1242 .10 For 51: 1 mcn = z5.4 mm. ' Minimum thickness represents 95 percent of the design thickness and is the minimum acceptable thickness of base metal delivered to the jobsite. TABLE 2—MANUFACTURING FACILITIES COMPANY MANUFACTURING FACILITY Allied Studco 2525 N. 27th Ave., Phoenix, Arizona CEMCO 263 S. Covina lane, City of Industry, CalHomia 'CEMCO 1001-A Pittsburgh Antioch, Pittsburgh, California Consolidated Fabricators Corp.. 7815 E. Somerset, Paramount, Caltfomia Custom Stud Manufacturing, Inc. 21778 Highview, Lakeville, Minnesota Design Shapes in Steel 10315 E. Rush, South EI Monte, California Dietrich Industries 420 South 53rd Ave, Phoenix,.Adzona Dietrich Industries 2525 South Airport Way, Stockton, California Dietrich Industries 91-300 Hanua Street, Kapolei, Hawaii Dietrich Industries 2001 Cooley Drive, Colton, California Dietrich Industries 3351 Fast Valley Road, Renton, Washington Olmar Supply dba Denmar Steel, Inc. 6765 Preston Avenue #D Livermore, California Quail Run Building Materials, Inc. 2102 West Lone Cactus Dr., Phoenix, Arizona SCAFCO Corporation 6212 E. Main Ave., Spokane, Washington Steeler, Inc. 6851 Smith Avenue, Newark, Cal'rfomia Stealer, Inc. 10023 Martin Luther King Way South, Seattle, Washington United Metal Products, Inc. 234 N. Sherman Ave., Corona, California Western Metal Lath and Steel Framing Systems ' 6510 General Dr., Riverside, California Western Metal Lath and Steel Framing ems 1851 Alexander Ave., Tacoma, Washington Page 4 of 4 ER -4943P TABLE 3—ITEMS FROM THE CATALOG DATED 7/01 THAT ARE PART OF THIS EVALUATION REPORT ITEM PAGES General Product Information 1-5 Physical Structural Properties Tables 6-11 Interior Composite Wall Height Tables . 12-13 Allowable Nonbearing Wall Heights Tables 14.19 Combined Lateral and Axial Load Tables 20-30 Joist Span Tables 31-36 Header Load Tables 37-38 Web Crippling Tables and Details 39-41 Ceiling Span Table and'Detail 42-43 . U -Channel and Furring Channel Section Properties and.Spans 45-47 Typical Details 44, 49 and 50 t Ceiling Design and Seismic Performance P) jm armstrong:com/ceilings (search keyword: seismic) APR Y t7r"t) Armstrong Seismic Rx7 Suspension System -MOP , 3 Z�� li` f The only ICC -ES Compliant approach to seismic Installation 1 Armstrong is the `only`mariufacturer to have an ICC -ES evaluated approach toy=• installations (ESR -1308). The Armstrong SeismiorRX Suspension Syste CR 3e. Allows architects, and .designers to eliminate unsightly 2" wall and iF_. W ' A VON seismlc-compliant installations D' �� .�`i �� _.....,�&SAFETY p • For contractors, it provides a labor�and cost-saving method of without the risk of delaying the construction schedule Selsnlc.RXallowstG�a'rnQre` a ..... ttcalry=pleaslrig;til§ual selsiiilc cpmpllantanstallatlort:;:.::::::' 2" wall angles are prone to the following • Difficult to keep "tight" to wall • Difficult to Install comers • Prone to twisting and warping seism AcPPR EPT. FOR �—+CiO 1N�S®��® Mems: DAT Er7Atf!_erl BY ESR -1368 flirts specific Armstrong components and method of Installation The perforiiiahce of the Armstrong SelSmic,l3it $uspension System, Is based on the specific comiinatiori of components and method of Installation. Othermanufacturees components and !dE�i'f-�I?FR_''iTr1��ilTU.1 !i�'Ji�!III�!ZST!ZI' ILi1L��!11.:3!1 - Purpose of 'Installation Requirements for Suspended Ceilings • Provide a suspension system,.stfong-enough to resist lateral form imposed upon it -without failing • Prevent border panels. from failing from the ceiling plane Serpentine — "non-standard" ceiling system IBC Requirements 'foe Standard T -bar Grid IBC requirements are based on flat, level suspended ceiling systems - main beams and cross tees suspended from the building structure by wires and wall molding around the perimeter. • The IBC code Is based on t -bar grld only • Many manufacturers`riiarket non-standard,ceRing systems not covered by the code • You must be able to prove ceiling systems specified perform at a level consistent with the. Intent of the code Non -Standard Ceiling Designs Code officials may reject specified products such as non- standard calling systems during.pian review,,,challeng/ng your design and delaying'die'constiuctlon schedule: However, the code "is not Intended f6prevent" t. eertaln `ceiling systems, and does allow "altemative materials, designs and methods" to be used. To substantiate claims for aRemative. materials and designs, code officials "have the authority to require tests as evidence of compliance."2 If these tests'demonstrate the desired performance, the code official may accept the non-standard design. Section 104.11 Alternative materials, design and methods of construction and equipment. 2 Section 104.11.2 Tests. WRY -431A —/ Calo �+�/�y�238 '� C.i�1� G(/V &l v u y '�-s--j A O CLH CL CL 0 Qi' Seismic Building Code Installation Requirements armstrong.com/ceilings (search keyword: seismic) IBC Prescriptive Code Category Installation Requirement . A, B Ceiling installation should conform to basic minimums established in ASTM C 636. C To be installed to CiSCA recommendations for areas subject to light to moderate seismic activity. • Minimum 7/8" wall molding • Grid must not be attached to the wall molding • 3/8" clearance on all sides • 3/8" overlap of the grid on the wall molding _ • Ends of main beams and cross tees must be tied together to prevent their spreading • No perimeter wires NOTE Requirements for essential use facilities may be different. Contact TechUne for details. D, E, F Installation must conform to CISCA recommendations for areas subject to severe seismic activity. 113C' tegoridt D, E and F must also meet these. additional:requirements: • Minimum 2" wall molding • Grid must be attached to two adjacent walls - opposite walls must have a 3/4" clearance • Ends of main beams and cross te1 111*es must be tied together to prevent their spreading • Perimeter support wires • Heavy-duty grid system • Ceiling areas over 1,000 SF must have _ horizontal restraint wire or rigid bracing _ ! Ceiling areas over 2,500 SF must have seismic separation joints or full height. partitions • Ceilings without rigid bracing must have 2" oversized trim rings for sprinklers and other penetrations • Changes in.ceklirig plane must have positive, bracing — - • Cable trays and electrical conduits must be independently supported and braced • Suspended ceilings will be subject to special inspection NOTE: Consult your local code professional for information specific to your region. Alternate Installation Requirements per ICC Report ESR -1308 Ceiling installation should conform to basic minimums established in ASTM C 636. • Minimum 7/8" wall molding • Grid may be attached on two adjoining wails • 3/8" clearance on two unattached walls . • BERC2 on all runners • No spreader bars • Minimum 7/8" wall molding _ • Grid must be attached on two adjacent walls - opposite walls require BERC2 • BERC2 maintains main beam and moss tee spacing; no other accessories required Perimeter support wires • Refer to report for specific. Armstrong hoavy-duty grid systems approved .(or• see page 3) _ • Ceiling areas over 1,000 SF must have _ horizontal rirestraint wire _or rigid bracing • ;Ceiling areas oyer• 2,51)0 SF must have seismic separation joints or full height partitions • Ceilings without rigid bracing must have 2" `oversiied" m rings for sprinklers and other penetrations _ • Changesin ceiling plane must have - positive bracing -_�......._- • Cable trays and electrical conduits must be independo* supported and braced 239 TechLinel -1 877 ARMSTRONG • armstrong.com/performance Safe Design Fire Safety armstrong.com/ceilings (search keyword: fire) Local building codes, which require fire -safe construction for many building applications, ration two ratings to evaluate compliance: • Flame spread rating of a material • Fire -resistance rating of a construction >X These ratings are based on ASTM standards, and compliance is determined by several Independent, nongovernmental testing services such as Underwriters Laboratories, Inc. Flame spread acid fire -resistance ratings are two separate issues, and they must be addressed Independently in sebalon and spedff% iorr. EUse Only Fire Guard" Products for '' Flre-Rated Assemblies Armistrong ceiling panels and suspension systems listed 6fire-rated assemblies are designated as Fire Guard products and are Identified with the Fire Guard loon throughout this catalog. Fire Guard.Ceilinas are specially formulafed'to provide enhanced resistance against structural failure. Flre Guard Suspension Systems have patented expansion reliefs, to help maintain structural Integrity of the ceiling. Selecting the Right UL Fire -Rated Assembly 1. Establish the hourly rating needed to meet code requirements. 2. Determine the existing orplanned buiding`elements, including structural, mechanical, electrical and finish materialsin the fire -rated assembly 3. Refer to the Fire Resistance Rating Summary (pgs. 245-246) to determine the UL design numbers and ceiling system products that correspond to the fire - rated 'assemblies that meet Your needs. 4. Refer to the Fire Resistance .Selector Inforrnkon on the Ceilings Selector chart on page 234 for a list of Fire Guard fire -resistive cellings. 5. To meet your design criterb for final selection, review performance data for specific FireGuard ceilings=pages 235=236,. or on our welt ske at armstrong:com. Two type:*_ of fire -rated constrvctlon assemblies pertain to acoustical oiling systems: Roof/Cellina Assemblies Ceiling system, lighting, HVAC outlets and other penetrants through the ceiling, the plenum, roof support structure and roof assembly Including deck, insulation and roofing system. Floor/Cellinc3 Assemblies Calling system, lighting, HVAC outlets and other penetrants through;the ceiling, the plenum; structural system, subfloor and finish floor. Armstrong Resources Available to You: • TechUne at 1 877 ARMSTRONG (276-7876) • Armstrong Web Site: Product Selector Tool • Summary:listing, UL Fire -Rated Ceiling Assemblies = pages 242-244 armstrong.com/ceilings' Pp. 242-244 Fire -Resistance Rating of a Calling Assembly (ANSI/0L 263 - ASTM E 119 and NFPA 251) (CAN/ULC - 9101M) The degree to which (measured in hours) the entire assembly, not individual . components, withstands fire and high temperatures. Specifically, it is an assembly's ability to prevent the spread of fire between spaces while retaining structural integrity. The resultlrig fire -resistance rating relates to the assembly' In Its entirety and is published or classified In the UL Fire Resistance Directory. Flame Spread Rating of a Calling Material (ASTM E 84) (CAN/UL-0'- S102M) The relative rate at which a flame will spread over the surface of the material. This rate is compared against a rating of 0 for'Inorganic reinforced cement board and a rating of 100 for red oak. Class d ceilings have flame spread ratings 011'25 or less - the required standard for most commercial applications. Armstrong Fire Resistant Ceiling Panels and the meet both Class A surface burning characteristics per ASTM E 1264 as well as fire -resistive construction requirements as classified in the UL Fire Resistance Directory. Continuous Versus Open Plenum Callings A continuous.ceiling may allow sprinklers and smoke detectors to activate faster, providing added escape time for occupant evacuation. In buildings wherea ceiling Is not In place, the height of the space is normally greater and could delay the operation of the fire sprinkler or smoke'. detector systems. 233 TechLinesm -1 877 ARMSTRONG • arrnstrong.com/performance UL Fire Resistive Ceiling Assemblies OPno4rttmme ltw ,.� lt4aau. 11w nxaawx: fiovtmq .utmw xmuw CONCFWM FLOOR/CEMM A88B CCHCASTE ON FULL CELLULAR , a AR DECK 441ar-Cartconbd Qm /2•xlr;P 56' Nam Nm0 4 du..._r...�.. nu I 12•x1r:P 544' l 25 l 6m3 4 441wx-Cameabd OM X011(21 2-1,7 12- xtr;P 56• Nwm Nam •' 3-14.- Cat mbdQM A012 (31 -Q 2.12' 12-x12':P 56• 25 676 'I 34bx-BPm00 am A211 3- 241x49';►aro 56• •24 678. 1,] 46• x 4r; PC 38' x 60•; ro 66' 25 158 t, 3 A212 00" 2.12' .ed' 30• x fiv ro 'Nme. 2/•x46•; Paro 34 r z/'s 24';® 2/'x21•.30'x6o';P SW PC) 3a• 24 678 .1.2 0218 3.1/4• 34 a 21' x 24'.38• x 60' a 48• x 49•; ro 54' :21' 'M '1,3.3 2-Iba-GAO A202 P" aur 48•x41r PC 30• x 641; ro - 69- 24 - 579 1.2.3 Se' 36 x39'; Pr3w x60•;Paro aur iYxiF brx36•a WRna 25 289 30' x 30•; P w ro 24•xOr: Paro 'o31s p4.'J) 2-12' 24•x4V:Pa PC 21'x24'; A,P,aro : 8 24'xw;pwro 21• x3V;Pwro 11.2 ' 8627 024-4 2-12- 24' x24'; P.M 20' x 6(r; P.PC 3•' 24 266 312• 24- '1";" 24' x 24•.30• x60•; P 6e'OwPG) 39• 24 678 1.2.3 021e 312' 24• x24'.38' x641 w allay-BPOsOd Grid 8266 312• 2/'x241; SPaP 6ff OaPC) 24 x49•;►aro 58• 2/ sm 1.2 A2100207) 2-12• 241 x49';1aro 21'x24';Paro 678 : 1 raWgs a 4'6pp0edto tYPee of root/ 344x-CacmbO GM aww&7) 3•ur '12- r.Ir I. 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T.s FIM Guad with mml "p26•x60';Paro m= 4vCortcee.d Su3perWan Fwrl® GYFSLw1 COiCRUM OVER vi' GYP SM FORWOUARD Da i 6et(1n UL Dir Wta» 142443x-Expmed Oid 1 M700-Itq' 1-V4' 1 124'x6D';P 6.9' _ 16 1280 1.2 t OaAA PIV6Rm ROOF W3YB1ANE MT>iB� vl 14br-DPO.mdfitd :11217 rM1. 5/6' 21 2®5 1,$324"2V:1aro o.rY.Ew,Yx4d4x.Ml Nae wecoro. .uaAbtma.n.w,trmny.aaNmike0a...d.z b.P.Paa wpbde.xmatirwdr. ti+oilq 236 Seismic Performance - Putting Ceilings to the Test ecategories D, E, and F D F Putting Ceilings to the Test While the IBC code addresses standard t -bar grid, ceiling panels have not been tested for seismic performance in more than 15 years. Ceiling panel performance Is not well defined in the code and it assumes all ceiling panels have four-sided support. Concerned about safety and performance of all current and future ' products under the new code, Armstrong has partnered with the State University of NY at Buffalo to test both standard and non-standard ceiling systems for seismic performance. The results of more than 120 full-scale seismic tests offer: • Proven safety and performance • Flexible design options • More efficient installation designs Armstrong seismic test details were Instrumental to ICC approval of the Seismic Rx Suspension System as an alternative to 2" wall molding. Demonstrated Performance The following ceiling and grid systems were tested to withstand seismic forces In all IBC categories. All ceilings have test details and summaries to support the demonstrated performance and integrity of the system. PRODUCT CATEGORY INSTALLATION DETAILS SUSPENSION SYSTEM Standard mineral fiber Lay -in and Tegular, 2'x 2', 2'x 4' Standard T -bar grid systems Standard fiberglass Lay -in and Tegular, 2'x 2', 2'x 4' Standard T bar grid systems K4C4 Tile Concealed V x 1' _Concealed Z grid system OPTIMA•- -� - Vector 2' x 2', 4' x 4', up to 2' x 8'� Standard T -bar grid system - ASTM Web site: www.astm.org.=.x'. Radial - trapezoidal panel ceiling _ Custom T bar grid system ULTIMA• Vector 2' x.2' T -bar grid system --- METALWORKS- - Lay -In and Tegular, 2'x 2' --- _Standard — Standard 7 bar grid system 'Standard Vector, 2' x 2' T bar grid system_ Ceiling installation Requrements Custom panel sizes Hook-on/J-bar or H -bar system RH2O0 J -bar system _ RH2O0 curved J -bar system RH2O6 corridor J -bar system RH2O0 full floating -- — J -bar system - -^-- - RH2O0 Radial J -bar system _~ _ RH215 H -bar system RH215 Faceted _ H -bar system Fastrack ^Standard Custom linear grid system _ _ Formations T -bar grid systems _ Formations With S_ trongBack _ - _ Standard T bar grid systems - TechZone -- Standard T bar grid systems - Tartan -- -- --- Custom grid modules _ _ Linear Connections, 4" & 8" - Custom grid modules_ Linear Contrasts, 4' & 6" — Custom grid modules _- Open Cell Lay -in _ _ _ -- Standard T -bar grid system_- Open Cell Lock -In Self -suspending rail system _ METAPHORS• Coffers, 2'x 2'_Standard T bar grid System WOODWORKS• - Lay -In and Tegular, 2'_ x 2', 2' x 4' Standard T bar grid system Vector, 2'x 2' _ Standard T bar grid system _ Custom panel, 30" x& - DP -59 System - Custom panel, 4'x 8' Positive attachment to -~ -- - _drywall grid system - ---- -- Custom panel, 4' x 4'- Access system SE'RPENnNA•__ Curved floating 2' x 2' _ Curved'T bar grid system INFUSIONS• - ` Curved floating V - Cable System SOUNDSCAPE130 Curved floating Cable System AXIOM® — -^ Perimeter trim for floating ceiling Standard T -bar grid system Armstrong Resources Available to You: • TechUne at 1 877 ARMSTRONG (276-7876) • CS -3543 Seismic Rx: What You Need to Know Brochure • Consult your local code professional for Inforrtation specific to your region f e M • Visit these code related web sites: i; - Armstrong web site: armstrong.com - ASTM Web site: www.astm.org.=.x'. viwlit,s%>;- "'` - BSSC We site: Web s www.nibs.org t - FEMA Web site: www.fema.gov - ICC Web site: www.iccsafe.org - . ` kZ - USGS Web site: geohazards.crusgs.govh:-, • CEU Course: IBC Seismic Code and CS -3S43 Ceiling installation Requrements • Armstrong Web Site: Product Selector Tool armstrong.com/seismic O Q. m Ul Ol 7 CL 7 CL a iB