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230 Pine St RESO20-0033 Permit PacketOWNER:ADDRESS:CITY:STATE:ZIP: ROLAND WILLIAM B M 230 PINE ST ATLANTIC BEACH FL 32233-4014 COMPANY:ADDRESS:CITY:STATE:ZIP: KMS SYSTEMS INC 1301-C Penman Rd Jacksonville Beach FL 32233 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 170555 0000 SALTAIR SEC 03 JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 230 PINE ST RESIDENTIAL OTHER SINGLE OR TWO FAMILY RESIDENTIAL OTHER EXTEND ROOF LINE, SOFFIT, FASCIA & FRAMING $5000.00 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00 BUILDING PERMIT 455-0000-322-1000 0 $80.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $40.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.55 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 1 of 2Issued Date: 12/15/2020 PERMIT NUMBER RESO20-0033 ISSUED: 12/15/2020 EXPIRES: 6/13/2021 RESIDENTIAL OTHER PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 TOTAL: $174.55 2 of 2Issued Date: 12/15/2020 PERMIT NUMBER RESO20-0033 ISSUED: 12/15/2020 EXPIRES: 6/13/2021 RESIDENTIAL OTHER PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $174.55 RESO20-0033 Address: 230 PINE ST APN: 170555 0000 $174.55 BLDG SUBSEQUENT PLAN REVIEW FEES $50.00 BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00 BUILDING $80.00 BUILDING PERMIT 455-0000-322-1000 0 $80.00 BUILDING PLAN REVIEW $40.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $40.00 STATE SURCHARGES $4.55 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.55 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL FEES PAID BY RECEIPT: R14362 $174.55 Printed: Tuesday, December 15, 2020 11:12 AM Date Paid: Tuesday, December 15, 2020 Paid By: KMS SYSTEMS INC Pay Method: CREDIT CARD 404180957 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R14362 ~+; CENTRALSQUARE RESO20-0033 Building Permit Application City of Atlantic Beach 800 Seminole Road, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Fax : (904) 247-5845 Job Ad dress: 230 P INE ST. A T LANTIC BEACH, FL 32233 Perm it Num ber: Updated 12/8/17 ----------- Legal Description 10-16 16-2S-29E . 115 SAL T AIR SEC 3 LOT 522 RE# 170555-0000 Valuation o f Work (R1epl acement Cost) $_2_,5_0_0_.0_0 ____ Hea ted/Cooled SF ____ Non-Heated/Cooled ____ _ • Class of Work (C ircle one): New Addition Al teration Repa ir Move Demo Pool Window/Door • Use of existing/proposed structure(s) (Ci r cle o n e): Commercial Residential • I f an existing structure, is a fire sprinkler system inst alled? (Circle o n e): Yes No N/A • Su bmit a Tre1e Removal Perm it Applicati on if any trees are to be removed or Affidavit o f No Tree Removal Descr ibe in detail the typ e of work to be performed : E xten d Roof Line 9'x3'@ Left F ront Elevation. Includes Framing, Roof Sheathing , Roof Dry-In, Wood Fascia and Wood SoffiVCeiling to Matc:h Existing. Florida Pr oduct Appro,v al #_· __________________ for multiple pr odu cts use pro,duct approval form Property Owner Information Name: WILLIAM B HOLAN D City A TLA N TIC BEACH Address: 230 PINE ST State _F_L __ Zip 32233 Phone _9_0_4-_6_6 _2-_4_9 _79 _______ _ E-M ail priscillaroland55@qmail.com Owner or Agent (I f Agent , Power of Attorney or Agency Letter Requ ir ed) ___________________ _ Contractor Information Name o f Co m pany: K M S SYSTEMS INC Qualifying Agent: KEVIN P FITZGERALD Add r ess 1301-C PEf\l MAN ROAD City JAX BEACH State FL Zip_3_22_5_0 ___ _ Office Phone 904-568-4211 Job Site/Contact Number _9_0_4_-5_6_8_-4_2_1_1 __________ _ State Certification/Registration# CBC 1258387 E-Mail_k_e_vi_n~@~k_m_ss~y_s_te_m_s_i_nc_._co_m ____________ _ Architect Name & Phoine # FLORIDA PRODUCT APPROVED 1:ngineer's Na m e & Phone# FLORIDA PRODUCT APPROVED Worker s Compensat io1n _E_X_E_M_P_T_1_/2_4_/_20_2_1 ___________________________ _ Exempt / Insurer / Lea se Em ployees/ Expiration Dat e App lica tion is hereby mad e to obtain a permit to do the work an d Installations as indicated. I certify that no work. or insta llati on has com m enced prior t o t he issuance o f a permit and t hat all work will b e p erformed to meet t he standards of all thei laws regula t iong constructi on In this j urisd iction. I understand that a separat e permit must be secured for ELECTRICAL WORK, PLUMBI NG, SIGNS, WELLS, POOLS, FURNt~CES, BOIL ERS, HEATE RS, TAN KS, and AIR COND ITI ONERS, etc. NOTICE: In addition to the requ i rements of this permit, there may bel dditional restrictions applicable to this property that may be found in the public records of this county, and there may be additiod al pe rmits required from other governmental entities such as water management districts, state agencies, or federal agencies, OWN ER'S AFF IDAVIT: I certify t hat all the foregoing information i s accur ate and that all w ork will be done in compliance with all applica ble laws regulatin g constr uction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUIR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINJ~NCING, CONSULT WITH YOUR LENDER OR AN ATT NEY BEFORE RECORDING YOUR NOTICE OF COMMANCEMENT. -( Jvv~ fJ;) CVlf-__eY, /4 ~ . ~~~~~~~~~c:!:::::.=:::::::::::3d.::::::::__ (Si1inat ure of Owner or Agent) (inclu ding contractor) S~~ed and sworn t o, (or affirmed) b efor~ me t his ~ day of Signe d and sworn to (or affir med) before me thi s SH-d ay of J0w<ir-b("" • 2 67.0 . by U rv-1.-. f.t 1~,,, ,,., _ _, o{ ~m,bec -~~~"'"d L --~-~---. MARJSSALORDA .. ~,.-4't M oll/l{UER ·.t:~&··J•·-':t>• f~·,;;·, Comm1ulon#GG151997 [ Per sonally Known OR [.f \,.) MY COMMISSION# GG 228145 [ ] Personally Known OR \\ _ i~.J Expue& C,Ctober16, 20Z \ [ l P d d Id t 'fic t ' n \1· :,;_; EXPIRES: June 12, 2022 [A1 Produced Identification ·· f ... ,·•,',1,,,,/ • __ , ... n,,,,, Tro• Fein ln1~ra.,ce SOO-l8$-7019 ro uce en 1 1 a1 10 ··-~if:'_fi:?,":-•' Bonded Thtu lilotaty Pllbl',c UndervlritBII ''$..! c r-, ,. •' "''"''"" ' Type of I dentification: ---.1~ ... iiiiiiiiiiiiiiiiiiiiiiiiiiliiiiiliiiliiiiiiiiiiiiiiiii~Type of I d entfficatf on: ~/ t-ij,c~~~~~~~~~~~~:-- Re,~ision Request/Correction to Comments City of Atlantic Beach Building Department 800 Sem i nol e Rd , Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us EJ Revision to Issued Permit OR D Corrections to Comments Project Address: 2.30 PINE STREET Contractor/Contact Name: KMS SYSTEMS, INC. -KEVIN P FITZGERALD **ALL INF!DRMATION HIGHLIC:iHTED IN GRAY IS ~tEQUIRED. PERMIT#: RES020-0033 Date: 1210312020 Contact Phone: (9,04) 568-4211 Email: kevin@kmssystemsinc.com ------------ Description of Proposed Revision/ Corrections: Zoning: Location of Proposed Work. I_K1,,1_s_s_vs_TEMS_._1N_c_ •• _KE_111_(N _P_F1r_z_GE_RA_L_o ___ affirm the r evision/correction to comments is inclusive of the praiposed changes. (printed name) • Will pr oposed revision/corrections add additional square footage to original submittal? 0No CJ Yes (additional s.f. to be added: ___________ ) •~ill proposi~. d revision~c_orrec~ions ad~ addi_ti~nal increase in bu ild~ va lue ~grigina l submittal? U No E]*Yes (add1t1onal increase In building valu.e: $ ,l.,,,/ '2 a O ~ ) (Contractor must sig y f oncrea valuation) •signature of Contractor/Agent, ~ --c.-?-z7 ~~£ (Office Use Only) M Approved D De nied D Not Applicable to Departme nt Permit Fee Due $ _____ _ Rev ision/Plan Review Comments _____________________________ _ Departme nt Revi ,ew Requir ed : Building Planning & Zoning Tree Administrator Public Works Public Util ities Pub lic Safety Fire Services Reviewed By Date Updated 10/17/18 230 ? < f-j(c .ST YiUrrJT ' (__ Is: €JcL ~ l F-(_ 3-:22 ~5 .----3.~. --- 16 JE; L 15 FUA BAS ~,F; 2 • J.,I 4 19 FGR 21 21 r;:: ")(. 'T£N D ~ o ~ ~ >< 0 I /f,2-M p~z-?LANS . 20 GENERAL NOTES SHEATHING N O T E S 1. CODES USED: 2017 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING EDITION, ACI, NOS, FOR WALL SHEATHING: APAANDASCE7-10. 1. FOR STUCCO AND S T O N E : M I N ~ " O S B O R P L Y W O O D , S P A N R A T I N G 3 2 1 1 6 , I N S T A L L E D 2. THE ALTERATIONS FOUND WITHIN THESE PLANS ARE DESIGNATED LEVEL ADDITION IN COMPLIANCE WITH SECTION 301.1.2 OF THE EXISTING BUILDING CODE. 3. ALL DESIGN. CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. VERTICALLY, OR MIN ,r n " O S B O R P L Y W O O D , S P A N R A T I N G 3 2 1 1 6 , I N S T A L L E D H O R I Z O N T A L L Y , T O WALL FRAMING. FAST E N W I T H 8 d N A I L S A T 6 " O . C . O N E D G E , 1 2 " O . C . I N F I E L D . 2. FOR ALL OTHER VE N E E R : M I N , r n " O S B O R P L Y W O O D , S P A N R A T I N G 2 4 1 1 6 , I N S T A L L E D VERTICALLY OR HORIZ O N T A L L Y , T O W A L L F R A M I N G . F A S T E N W I T H 8 d N A I L S A T 6 " O . C . O N E D G E , 12" O.C. IN FIELD (BL O C K E D P A N E L E D G E S ) O R 6 " O . C . E D G E A N D F I E L D ( U N B L O C K E D P A N E L EDGES). 4. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING 3. FOR CURVED WALLS: T W O ( 2 ) L A Y E R S O F ¾ " P L Y W O O D . F A S T E N W I T H 1 0 d N A I L S A T 6 " O . C . O N CONSTRUCTION. EDGE AND 12" O.C IN F I E L D . O U T E R L A Y E R O F P L Y W O O D P A N E L E D G E S M U S T B E L A P P E D 2 4 " MIN WITH INNER LAYE R . S H I M F R A M I N G A S N E E D E D F O R T I G H T F I T . 5. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED OTHERWISE ON THE PLANS. 6. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS STRUCTURE WAS PERFORMED ASSUMING 2500 PSF SOIL CAPACITY. 7. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, THE SCOPE OF WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, WATERPROOFING, MECHANICAL, PLUMBING OR ELECTRICAL WORK. 8. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. FRAMING NOTES 1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2017 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. 2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. 3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT. 4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE TREATED. 5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. 6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. 7. DIMENSION LUMBER 7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS 7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS. 7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH SIMPSON STRONG-TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND LENGTH PER THE DETAILS. 8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED BELOW: 8d=0.131"x2-1/2" 10d =0.148"x3" 12d =0.148"x3-114" 16d =0.162"x3-1/2" 9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN AND/OR THE FOOTING DETAILS SHEET. 10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. FOR ROOF SHEATHING: 1. FOR SHINGLE AND M E T A L R O O F : M I N r e " O S B O R P L Y W O O D , S P A N R A T I N G 2 4 1 1 6 , I N S T A L L E D PERPENDICULAR TO R O O F F R A M I N G . F A S T E N W I T H 8 d N A I L S A T 6 " O . C . O N E D G E , 1 2 " O . C . I N FIELD. 2. FOR TILE ROOF: MIN ~ " P L Y W O O D , S P A N R A T I N G 3 2 1 1 6 , I N S T A L L E D P E R P E N D I C U L A R T O R O O F FRAMING. FASTEN WIT H 8 d N A I L S A T 6 " O . C . O N E D G E , 1 2 " O . C . I N F I E L D . 3. SINGLE CLIP PANEL E D G E S . I N S T A L L P A N E L S C O N T I N U O U S O V E R T W O O R M O R E S P A N S W I T H STAGGERED END JOIN T S . W H E R E P A N E L S A R E I N S T A L L E D O V E R S I N G L E S P A N S D U E T O F I E L D CONDITIONS, BLOCK P A N E L S A T 1 2 " O . C . FOR FLOOR DECKING: 1. MIN ¾" T&G OSB OR P L Y W O O D , S P A N R A T I N G 4 8 1 2 4 , I N S T A L L E D P E R P E N D I C U L A R T O F L O O R FRAMING. FASTEN WIT H 8 d N A I L S A T 6 " O . C . O N E D G E , 1 2 " O . C . I N F I E L D . 2. USE OF APA RATED S T U R D - I - F L O O R I S A L L O W E D W I T H A M I N I M U M S P A N R A T I N G O F 4 8 1 2 4 A N D MINIMUM j" THICKNES S . FOR PORCH CEILING SHEA T H I N G : 1. MIN!" OSB OR PLYWO O D , S P A N R A T I N G 2 4 1 0 , I N S T A L L E D P E R P E N D I C U L A R T O C E I L I N G F R A M I N G . FASTEN WITH 8d NAILS A T 3 " O . C . O N E D G E , 1 2 " O . C . I N F I E L D . LOAD TABLE ROOF: LIVE LOAD: 2 0 . 0 P S F DEAD LOAD: 7 . 0 P S F CEILING: LIVE LOAD: 0 . 0 P S F LIVE LOAD-STORAGE: 3 0 . 0 P S F DEAD LOAD: 5 . 0 P S F FLOOR: LIVE LOAD: 4 0 . 0 P S F DEAD LOAD: 1 0 . 0 P S F DECK LIVE LOAD: 5 0 . 0 P S F WIND LOADS: WIND SPEED: 1 3 0 M P H EXPOSURE: C IMPORTANCE: 1 . 0 BUILDING CATEGORY: I I ENCLOSED BUILDING: INTERIOR PRESSURE COEFFICIENT: 0 . 1 8 ROOF PITCH: MATC H E X I S T I N G C O M P O N E N T A N D C L A D D I N G D E S I G N P R E S S U R E S E F F E C T I V E I N T E R I O R Z O N E S , A R E A . S F E N D Z O N E S , P S F P S F 0 - 2 0 2 4 . 4 - 3 2 . 0 2 4 . 4 - 2 6 . 6 2 0 - 5 0 2 2 . 9 - 2 8 . 8 2 2 . 9 - 2 5 . 3 5 0 - 1 0 0 2 1 . 6 - 2 7 . 2 2 1 . 6 - 2 4 . 0 1 0 0 - 2 0 0 2 0 . 8 - 2 4 . 4 2 0 . 8 - 2 2 . 9 S 1 . 0 1 I I I I E X I S T I N G R O O F I I I I I I I I I I I I I I I I I I I I I I I I I ! ■ I I I I I E X I S T I N G V T R U S S / R A F T E R I I I I I I , I , I , I I I I I r E X I S T I N G W A L L I I I I I I I I I B R A C E I . , . 7 ' - - - - - - - - + - 1 6 ' - 0 " M I N . _ _ _ _ , , , \ \ _ _ N E W F A S C I A . F A S T E N T O E N D S O F N E W A N D E X I S T I N G R A F T E R S W I T H ( 4 ) 1 0 d T O E - N A I L S 0 , } ~ - ~ T L E V E L R O O F P L A N A 4 • ' i : , " f l ' i : , ' ? - ~ I , ~ 0 , , A i , . . _ { ' ~ < o - - 1 • • J i l i l k : r - \ - \ _ - - " . . _ . , : , . " \ E X I S T I N G R O O F . ~ \ ' < - \ , \ ) ~ ' - - - - - - - - - - - - - / E X I S T I N G W A L L F R A M I N G . S E E S H E A T H I N G N O T E S F O R R O O F S H E A T H I N G S P E C I F I C A T I O N S . 2 X 4 X 5 ' S C A B . E A C H F A C E . F A S T E N T O E X I S T I N G R A F T E R W I T H ( 2 ) R O W S O F 1 0 d N A I L S A T 6 " O . C . ( 2 ) 2 X 4 B R A C E A T F A S C I A E N D . F A S T E N T O F A S C I A W I T H A 3 5 . F A S T E N T O E X I S T I N G W A L L C O R N E R S T U D S W I T H H U C 2 4 - 2 . 2 X 6 S T R U C T U R A L F A S C I A . S H E E T I N D E X F R A M I N G P L A N A N D D E T A I L S 0 C l i i ; : a . C l < ( C l > - ; : " ' C l a , ~ " ' - > ~ w C l ' . - 0 6 N z < ( t - - z ~ w " . c " E z 0 a ( ) z 0 . c i = C l ' . 0 a . 0 7 i i ' u _ ( ) 0 ( / ) w w = > 0 ( / ) ~ 0 z - ( . ) z z 0 - - - I - I - e n ~ w I - e n > - e n e n ~ ~ s : . . c C l ' . ~ u _ ~ w 0 0 0 < ( 0 z < ( . . . J 0 0 : : : A ' C J " ; : m C l ~ ( ) 0 z < ( L U L U 0 : : I - C l ) L U z a _ 0 " ' N s : . . c j ~ e C l C . 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