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HomeMy WebLinkAboutX2008-2571 - CalcsCHARLES A. JOHNSON, JR. t Nau9 'Dr PC W 22&1-24a • CO W cc Zia ¢> QzF 0O 0 0 u Z ¢Nm is w zU� z< Ea z0_z 0w0 aIO) J - D ¢ Q J m 0 Uco0 CO w o¢ , > w UwY p m ? Zoz • =00 =oLac AW= COs ro aa4 recc 4 LLL cc =o Mi oo= ;a oW Eo _0_ -3 =o= id u=- 00= eo .- r 3 • ZG r„k-„ENT CLIENT: C►^St4igS REVISED BY: DATE Structural Engineer P.O. Box 6284, Garden Grove, CA 92846 (714) 898-6180 1);� JOB NO O �� h)Ok1 46) PITAL S'A/5 a� BY: Cv}'� l DATE t /-3oo-oS drlF_ /Ftrn Ai; /igt+o%ttr r,3Yje/j SHEET NO' / OF I criC.4. 3 ItO F-� ,St 4,.! s Si cm/ ,4- A we StAKt d � � )43 .- L Vta, Awm ' ,$.Yt. Tu8F 2-0 17R0 -t1#1-S 514,4 E 4 Jo �('- Jt , w; ?eti tom:; ;. 1ZTAn ,1—ofr s DP- Stec'N %ku,1/4. ti, • d,S�sc xiSI2' S*Ap.s C. fa k� wk ^. t S yL ic :arU PVC_ 2� toxyruy= •33pc.r- Au< vi fnxl o 4.OLu4A t o ift_c La+ 0'F I2t S'tez-TtUrt 5.4 X't2 a /o4eS 4,tSxdlZ+t,5 _ /4-.10 d5x o- = t5.np,. �33Kt 3. • CLIENT: REVISED BY: DATE CHARLES A. JOHNSON, JR. Structural Engineer P.O. ggox 6284, Garden Grove, CA 92846 (714) 898-6180 kkOAet Sig'.J JOB NO. b t l l BY: CA -a- DATE. rr�� SHEET NO: . OF nwo 3a> az� ocoz cc ce 0< LLI 20 z21 Q Z E< zaz Owg PF- Q 0 J C ¢O J m 0 0o0 NMw =ocr toga w> U W H piz (Doz • ooy i:y 0=S diof ps Lu cc 0 0 <oa -Wd 'o¢W =- oiu Eao W o =sz �O k ova. so¢ E �"5 rtj 43 • )6r4D LoAID e3tc.r1 a5w\P1,* -)C . /��GA 1 i S'q t X 21 Alz- e. SF l s m t is C-4\14'7- .143 926,c03 St -re t R--2.s 4-91 -;o44'2 L.DDL_ 10,0PsF r^I %pe2 kNSLF 1-OS �l= t 4, f ) = 24ccD* o C-.) 7.7 7044 COL. (si>t) SS-F S s -- t►44Zi s 1 ' to cJ 2 ¢ ZS ca 2. °j CS ia73 v9 C{y4T C6 L .136s S -E Stl—r-s 3 4-4 _ t1< I21sicrl V - .4412 (t,(DS — 5(.0S -1` s t a t4 Ni = , 4-k it i„ 4i S : 41.15 Charles A. Johnson, Jr. Structural Engineer Design & Investigations P. 0. Box 6284 Garden Grove, CA 92846 f714j,898-6180(7141373-3990 Fax rmma ion' • Description : Entry Signs -OccupancytGatego ° " •.; . Title : Hoag Hospital Dsgnr: cajjr Project Desc.: Entry Signs Project Notes : Jab # 081111 3/ R!,tcC'. 4 DEC 2008, 9.18 License Owner CHARLES A. JOHNSON JR S.E. Calculations per IBC 2006 & ASCE 7-05 - Occupancy Category of Building or Other Structure : '1' : Buildings and other structures that represent a low hazard to human life in the event of failure. 1 ACSE 7-05, Page 116, Table 11.5-1 ASCE7-05 9.4.1.1 Occupancy Importance Factor GrqurA' 40.04:04114917fS,0 Max. Ground Motions, 5% Damping : ies SS = 1.84214 g, 0.2 sec response Si = 0.69237 g, 1.0 sec response Site Gila"ssiiSits°Cceff,'aiid➢esignategorjr Site Classification "D' : Shear Wave Velocity 600 to 1,200 ft/sec Site Coefficients Fa & Fv (using straight-line interpolation from table values) Maximum Considered Eartquake Acceleration S MS = Fa * Ss SM1 =Fv'S1 Design Spectral Acceleration Seismic Design Category •lesistin Sy$teln Basic Seismic Force Resisting System Response Modification Coefficient " R " System Overstrength Factor " Wo' Deflection Amplification Factor ' Cd" NOTE? See ASCE 7-05 for all applicable footnotes. R* ..4.nccyxFa Fa Fv SDS=S Ms'213 Sol=S M1 2!3 Longitude = 117.930 deg West Latitude = 33.618 deg North Location : NEWPORT BEACH, CA 92663 = D = 1.00 = 1.50 1.842 1.039 1.228 0.692 D (SDS is most severe ) ACSE 7-05, Page 3, Table 1-1 ASCE 7-05 Table 20.3-1 ASCE7-05 Table 11.4-1 & 11,4-2 ASCE 7-05 Table 11.4-3 ASCE 7-05 Table 11.4-4 ASCE 7-05 Table 11.6-1 ASCE 7-05 Table 12.2-1 Cantilevered column systems detailed to conform to specific classification Special steel moment frames 2.50 Building height Limits: 1 25 Category "A & B" Limit: 2.50 Category'C' Limit: Category 'D" Limit: Category'E' Limit: Category "F" Limit: Limit = 35 Limit = 35 Limit = 35 Limit = 35 Limit = 35 Seismic Design Category of D, E, or F, Redundancy Factor "pSet by User to =1.0 4ate"f 11 t'rce FfdcedUre' fi Equivalent Lateral Force Procedure The "Equivalent Lateral Force Procedure" is being used according to the provisions of ASCE 7-05 12.8 Detefuiiue Budding Period Structure Type for Building Period Calculation "Ct"value = 0.020 All Other Structural Systems " hn ": Height from base to highest level = 16.0 ft "x"value 0.75 Ta " Approximate fundementat period using Eq. 12.8-7 ITV : Long -period transition period per ASCE 7-05 Maps 22-15 -> 22-20 Resjiibnee Goitf6 ient;; S Ds Short Period Design Spectral Response ' R ": Response Modification Factor ' I' : Occupancy Importance Factor ASCE 7-05 Section 12.3.4 ASCE 7-05 Section 12.8 Use ASCE 12.8-7 Ta=CI"(hnAx) = 0.160 sec 8.000 sec Building Period' Ta' Calculated from Approximate Method selected = 0.160 sec ASCE7-05 Section 12.8.1.1 = 1.228 From Eq. 12.8-2, Preliminary Cs = 2.50 From Eq. 12.8-3 & 12.8-4 , Cs need not exceed = 1 From Eq. 12.8-5 & 12.8-6, Cs not be less than = 0.491 1.731 0.138 Cs : Seismic Response Coefficient = S 0d (RII) = 0.4912 • • Charles A. Johnson, Jr. Structural Engineer Design & Investigations P. 0. Box 6284 Garden Grove, CA 92846 (714) 898-6180 (714) 373 3990 Fax Lic #: KW-06000409. Description : Entry Signs !eismi s6 S#rear;-` r=. Cs = 0.4912 from 12.8.1.1 Veriloal Distribution of Seismic Forces ' k ": hx exponent based on Ta Table of building Weights by Floor Level... 1.00 e'rmination Title : Hoag Hospital Dsgnr: cajjr Project Desc.: Entry Signs Project Notes : Job # 081111 4/ PanteU 4 DEC 2009, 9:19 ;'w,: 7• e,".:kC; INC: t' _ r`A ""4p1vt"8 License: Owner . CHARLES A.�+ JO,HNSON JR. S.E. Calculated for Strength Design Load Combinations ASCE 7-05 Section 12.8.3 W( see Sum Wi below) Seismic Base Shear V = Cs W = 0.00 k 0.00 k Level if Wi Weight Hi : Height (Wi Hi) "k Cvx Fx=Cvx • V Sum Story Shear Sum Story Moment Sum Wi = 0.00 k Sum Wi • Hi DiaphrO4inf, "E" & "F" 0.00 k-ft Total Base Shear = Level # Wi Fi Sum Fi Sum Wi 0.00 k Base Moment = 0.0 k-ft ASCE 7-05 9.5.2.6.4.4 Fpx Wpx Weight at level of diaphragm and other structure elements attached to it. Fi Design Lateral Force applied at the level. Sum Fi Sum of "Lat. Force' of current level plus all levels above MIN Req'd Force @ Level MAX Req'd Force @ Level Fpx : Design Force @ Level Aivat ne arag 0.20'SDS'I•Wpx 0.40•SDS•I*Wpx Wpx' SUM(x->n) Fi / SUM(x->n) wi, x = Current level, n = Top Level Concrete & Masonry Wall Normal Force : Minimum Force per ACSE 7-05 12.11.1 Minimum Factor: 0.40 SDS' Importance' Weight = Concrete & Masonry Wall Anchorage : Seismic Design Category 'C' & "D' per ACSE 7-05 12.11.2.1 Actual Wall Weight Tributary to Anchor Fp : Anchorage Design Force .. . Rigid Diaphragm Design Force =0.40'SDS 'I'Trib.Weight Flexible Diaphragm Design Force = 0.80' SDS I' Trib. Weight �4aiiop toaf 'lffec - Load Description 0.4912 * Weight Ibs/ lin. ft 0.00 Ibs / fool 0.00 Ibs / foot ASCE 7-05 12.4.2.3 D Qe Dead Load Seismic Load 0.000 0.000 E = p• Qe +0.20 •SDS 'D 0.000 0.000 E=p•De +0.20 *SOS 'D 0.000 0.000 t=p -ue +u.zu-Sus-u 0.000 0.000 E p Qe +0.20• SDS •0 0.000 0.000 E = p' Qe +0.20 • SDS' 0 0.000 0.000 E = p' Qe +0.20 'SOS D 0.000 0.000 E=p•Qe +0.20 *MS •D 0.000 0.000 E=p•Qe +0.20•SDS•D E H & V Load Effect 0.000 = 0.000 0.000 0.000 0.000 0.000 0.000 = 0.000 • CLIENT REVISED BY: DATE CHARLES A. JOHNSON, JR. Structural Engineer P.O. Box 6284, Gartle2, Grove, CA 92846 (714) 898-6180 1.-0 A, ct .r 1 o1 st JOB NO. 0 6 `1 1 ` /y BY: C- DATE: a- HC)c) SHEET NO: 5 OF CorJweGn°mg or s1c.,"t -b cot_ Lolop ita( S{f 1z w/ v Frz-r E (5rn (c. 1,2_0 110E = 14_5+ ,i.v te-A-Brost o.J ( - b6AR 21 240P ye I, (o 394.60 — ROS+ X \. u = b(.05 i(,J )cNN2, =(q% ittt. 11(O 7F4 -L9 ., (/ )/2 = 594* 4084,1.( 39 t- 33)/Z = 344 p.R `,oLT SE+aAIL 140 /4- /� � A 30n Me:, Ft' 2.0 tAcr; .2Zro I Q Y.,; , Q SrtQ r. 202 1w111v C 49t5/n,. 0445/20� (1 zo �0`14.u2S : .42`b&.i,© - 2,Zq.0514 = ter. slr L USSa A--56110 A;o1 YAt3 co/ 114:0 o sis-ca fcu.Aw\ A" 125 (,<cris) z,o?e Lscl 1 b o>e� . k \ 1 ( SL fop. (003b'fS • CLIENT: REVISED BY: DATE . CHARLES A. JOHNSON, JR. Structural Engineer P.O. Box 6284, Garden Grove, CA 92846 (714) 898-6180 El-OhCt Q i�AJ 5 JOs No, 0 Z t f 1 1 BY: GA-T DATE LZ—( / SHEET NO: v0 OF e0y z0O oa. • Q6 i ei 26, 1-WO .nr bop o o=o W= ca 0�1 • `3 COG fl▪ iutu c? owoo rr- 3 /45 24 �Zr gtHW Luetu) �— x .43 Ltd x -.43 COMP t's =Bo x Secnoki "= 2/4).•' 3 Goo ` s. `i 2.1 2,201 (4,4 A tr-OD 1 4.->4 3Xy Na D�5>w Y-{ Ito' �) � at, O 17G q o/� 4q5* L••t k 3 x 415 Lr I = 31. `-r- Sr, `,35 A = 3,SZto (= 3,2t> Y = c. 't°S 1H7 r = t2631t)3 s.3Z a.�[L IS•, M-lL415 SE45 —TS s�.3,2_5 sy=U57 U5S G 'a K 3 f02 '8ok I45 6/34 OD) = "G304-1‘ 384 u4,5 = ssloist+ 04,7 0•15) -16,01.711)160 St4,t B 101+ 41.7 143,7 C WI rib Masi SASE CLIENT REVISED BY. DATE' CHARLES A. JOHNSON, JR. Structural Engineer P.O. Box 6284, Garden Grove, CA 92846 (714) 898-6180 fioAc' stjios JOB NO BY. DATE' )'2-05 SHEET NO' 1 OF mwa 0m— z?Q 3¢> az� cc00 ornZ cc Cm haw o m Qz Zaz 0w2 pIm J m 0QQ 4mU 0 000 D CC New aa w> U w p m z 0 ZOZ ,415 - K zLTeolbxwx NA IL) 1 b = t4.,oS Fhctwt-Lio l0 ID(jo;) to €15 0,1T !) (_C1o) lb,o5 Sig A 1e t lb-05 'z./.301-(1z) — r qo 11at12L(tj 5,3(0 (k-5L S 01 lc-s 255 STILE--5 5 T 3 21.r —7e 51b0,5 jc51 (t7. bK6, FAcnittSo ALcow##L (o.f530t4, 4Z1�c_ 51 J^9) E. I S (o t o K. It, S'-ff Max t- 1.19ZI F I -ix PF = -Q �) �. = [Loot 3 (11.7 Chi (327,) _ 1 73. 'CD U:SF f XIOX.tQ p. =1�9 +143.71 +16•32(1ss)(1i1) 72L.364 2G,•3 2.0'7 • • CHARLES A. JOHNSON, JR. Structural Engineer CLIENT: P.O. pox 6284, Garden Grove, CA 92846 (714) 898-6180 REVISED BY. A 'E i'4. DATE. JOB NO. oe t, 1 ) BY: CA-1- DATE 11-2.- SHEETNO. ISSI OF w O¢ z F-Q a> oo oZ cc co co oaw ZUcc azc. Zaz Owl F N J D W ¢0 J m D UFO wD¢ • Mw =o¢ w • > UWY pmZ 0 0 z Z I— _ • ce cc o=» oo= j• Nt 2a Q 0cs co o - -o= rC3 L. Ws a. m =-o u. 0o cc r o ae= o0a uo" ,., oa .= r 3 • 'ABLE 14jtA2 Athr COA)G C/ 2-500FSL, 4.osct le- SAr oto,1t354 J•�� ctn1.spac-17ad fCtfJJA.0 x fi& , 0tA5Asr Lt.t O SO j z Co 1 U 0 SA-F-42 = 2-S d A aka ye 13 u55F- r� NK 54eA& I , 4I 2 6,-) . £(v Z 4- tc4,1,r q,i"L4) C. ftE c$.. so + 5, -7 4 c„.rrx> . tal+ «i4 ,r t,135 < 133 (I USE .4- I $ x 12frfrke o FAT. W I I/ -:) ,E ' i€ 4.- • CLIENT: REVISED BY. DATE CHARLES A. JOHNSON, JR. Structural Engineer P.O. B x 6284, Garden Grove, CA 92846 (714) 898-6180 t4oa-el Si ht 5 JOB N^^O.`` �OS III r,/ BY: (k DATE/14-0g SHEET NO. 7 OF CI) al ezi J <> <ZH IZ0O 0 Z Q J co 0aW ZU5 • ZF NCr< Z o Z 0W0 AFC < Q W <0 amo 0y0 Wow W 0 2 > . W O W FOZ 0 0 Z • o00 =a„ e0E d os eon ooa cc == =i acc z0 w 202. r2 w aez sus _ al co3 • CoUNor}-r-►04 spa la:,„ IS0;. t M,& Si3O+4 8.144 $ 2� /O. 46.1 e442. II�ifx .(Iob 5t.43. . L3at. nqA- r 0441 (Dyfv.on . b l 2 thx/6i F Sve drip: S i L711 J t4 So eP Pion _(oi.'.504(f12 Pr- y =34000, (t z) SO D, o = 5-4,43. so e4Kt# =Lb/I .1 e X 2LiSE — ,353 -- 443.1> (, 107 Gt = 05 1 4-D s FT j xt6 ra- w/ 4- s T4 r3 EA CLIENT: REVISED BY: DATE: CHARLES A. JOHNSON, JR. Structural Engineer P.O. Box 66284,Garden` Trove, CA 92846 (714) 898-6180 Si JOB NO ° $ t i l BY: C-A4 DATE:11- 4-°6. SHEET NO' ! b OF mwo U¢_ • J <> z Q00 O Z ¢ J co 6'dw z0 <Z z0- 0 W ( J ¢ 0 < U <m0 Uco0 co2w =o¢ HQ< • > UwY r a]Z OOZ Z�_ • -_� 000 =os WI . =o Co co 6q O• Qw 6 -¢J aOj f ▪ a, o ¢Fs S • cJ u =3 o ep Our 0 3 • 4 u AL.LJ ?A $bt-S4ei 5 1-2 -Ts Iwo �v I DRLIPAct- I L ,d 3 rarrR.. T1 & aP 4— —• --- st t 4oSQ rooil4cam,. — CERTIFICATE OF COMPLIANCE (Part 1 of 2) OLTG-1-C I PROJCT NAME tit) -1"L7.I DATE PFOJECT ADDRESS�SP) 1 tfve c DR- �C PRINCIPALOESIGNFRiIGHl1NG CA S) cV TELBNHONE 74 612 -23 `13 BlrlArw Perna DOCUMENTATION A aae Date Enforcement Agency Use GENERAL INFORMATION I DATE OF PANS amp( LIGHTING ZONE f✓ Onel ■ LZ1 ❑ L72 ❑ L23 ■ LZ4 FUNCTION TYPE SIGNS ❑ INDOOR SIGNS • OU fLcXJR LIGHTING OUTDOOR PHASE OF CONSTRUCTION 0 NEW CONSTRUCTION ❑ ADDITIONS ❑ ALTERATIONS STATEMENT OF COMPLIANCE This Cemlcate of Compliance lists outdoor lighting systern specie atlons need ID mmpy with Ti Regula5ons. 1 his certi(cate applies only to buiimng ughtnlg regu cements. The cocumentatian preparer hereby certifies that the documentation Is accurate and complete. and b of the Ca4lame Code of CCCUMENTATICN AUTHOR GA Silakii SIGN E /w� T'ne Principal Lighting Designer heresy cersfies that he proposed outdoor lighting and signs design represented In this set of constrgcton documents is consistent with the other compliance forms sod worksheets. with the specifications. and with any other calalaecns submitted with this permit applicatcn. The proposed building has been desgned a meet. the lighting reoutrements contained in the applicable parts of Sections 110, 119,130 through 132, 146, and 149 of Title 24, Pad 6 Please ✓ one: ❑ I hereby alarm mat I am eligible under the provisions cf Dmslon 3 of the Business and Professions Code to agn this Occurrent as :he person responsible for its preparation; and that ! am licensed in the State of California as a civil engineer or electrical engineer, or I am a licensed architect. I affirm that am eagibte under the pmvtsys of Division 3 of the Business and Professions Code by section 5537.2 or 6737,3 to sign this document as Ate person responsible for Its preparation. and Nat I am a licensed contractor performing Nis work. ❑ I ae rn that I ern elgib,e untie: the provisions of Division 3 of the Business and Professions Code to son this document oecase it pertains to a structure or type of work described as exempt pursuant c Baainess and Professions Cale Sections 5537,5536 and 6737.1. DATE These sectiar.s of the Business and Professions Code are cooled in full in the Norvesioentiaf Manual.) 9RIIiCIPA. LIGHTING DE91GNER-NAME 51334A DATE I INSTRUCTIONS TO APPLICANT OUTDOOR LIGHTING COMPLIANCE & WORKSHEETS (✓ box 13 worksheet Is included) IC !3 For deralied instructions on the use of this and all Ene.yy Eflcrency Standards comolience forms, please refer to the Nonresidentia 1 Manual published by the California Energy Commission. ❑ OLTG-I-c Certificate of Compliance. Required cn pars :or all submittals for outdoor lighting. Pan 2 of 2 may be incorporated in schedules an 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 it the project consists of indoor lighting. and outdoor or indoor signs. but no other outdoor lighting. 3. Use OLTG-1-C i1 the project consists solely of outdoor sigrLs 4. Use OLTG-1-C if the project consists of Outdoor lighting. and indoor or outdoor Signs. but no other indoor lighting ��r � TKt `LTG2 0 LIGHTING COMPLIANCE SUMMARY. Applicable Pads required for Alt outdoor lightingallowances (Except for Signs) 7 ❑ OLTG3C AREA CALCULATIONS WORKSHEETS. Applicable parts required for all outdoor area caicLabons. SIGN LIGHTING COMPLIANCE. Required for all internally and externally illuminated signs, for moth indoor and 'OLTG-4-C •outdoor sign. 2005 Nonresidential Compliance Forms Shared Corrections List'. Fire AlarmrRes112J17(03 2 April 2005 CERTIFICATE OF COMPLIANCE (Part 2 of 2} OLTG-1-C PROJECT NPME " Lighting Schedules on Plans Show that Outdoor Lighting Meets Allowed Lighting Power ❑ Lighting power allowances for general site illumnatien on OLTG-2-C Part 1 of 4 INot Applicable Lighting power allowances for local ordinances or for security multipliers on OLTG-2-C Pan 2 of 4 Not Applicable Lighting power allowances for specific applications, ether than vehicle service stations with canopies an OLTG-2-C Part 3 of 4 %Not Applicable Lighting Dower allowances for vehicle service station canopies en OLTG-2-C Part 4 of 4 Not Applicable Sign lighting wmpllance on OLTG -C .4Not Applicable 111 ndatory Measures on Plans Show that Outdoor Lighting Meets Outdoor Lighting Controls and Equipment indicate location on plans of Note Block for Mandatory Measure / ❑ Installed lighting power has beer determined in accordance with § 130(c)1 Not Applicable Ali permanently installed luminaires with lamps rated over 100 walls either have a lamp efficacy of at least 60 lumens per wati or are oorraolled by a motion sensor § 12(e) Not Applicable `0 All Luminaires with lamps rated greater bran 175 watts in hardscape areas. including parking lots, building entrances, canopies, and all o,Ndoor sales areas meet the Cutoff Requirements of § 132(b) L� Not Applicable L-ll All permanently installed outdoor lighting meet the Control Requirements of § 132(c)1 Not Applicable ❑ Building facades, parking lots, garages, canopes, and outdoor sales areas meet the Multi -Level Lighting Requirements cf § 132(c)2 ..c rp1 Not Applicable MANDATORY AUTOMATIC CONTROLS CONTROL LOCATION CONTROL CONTROL TYPE IDENTIFICATION ' AIM Time SwitchPharosensar, etc AREA CONTROLLED NOTE TO FIELD 2005 Nonresidential Compliance Forms Sharedy Corrections Li Fire Atarm(Res) 1217r05 3 April 2005 su0u3BSIOD pamgg SIGN LIGHTING COMPLIANCE OLTG-4-C [`Rota: t NAME 1t-�ye� DArE o 1, I 'pi tit) Al 11V -- Altemative 1 - Lighting Power Allowances Atemative 2--Fo Slgns that ONLY use one or more of the technologies listed In M through S heck Netpp! ) A S C �_E i G H JI [ J K L M Nall 0p Q R S a `; 8 ' Descrlpllan or Location Allotted Watts Lamp / Ballast Design Watts a G = -o ct, 4 Neon and Cal Cathode rr Berner Coef Fluorescent Lamps (includes moat T5 and T8 lamps) [ CFLs no( conm:ang Medium Scow Base Sockets NS- S � o _ Y R Number of Ballasts Smns Number of OR Lineal Feet of lamps toy Ef 1 4l z 1 k 0 pirstortptikallyti H �� t I ,P s- Signs, F For Allotted LPD use 12 watts/square toot for inter ally Illuminated and us 2.3 watts/ft` for Externally llurninated Signs. Note: If an Internally Illuminated or Externally Ruminated sign contains light sources and ballasts othe than those ncluded In calm Is (M) through (S), such as incandescent lamps, medium base sockets magnetic ballasts, etc, t ten the sign must comply uncle Altemative 1. However, unfiltered signs, and unfiltered portions of Internally and Externally Illuminated signs are not required to meet these Standards. 2005 Nonresidential Compliance Forms April 2005