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HomeMy WebLinkAboutAPPROVED, 101 ARCHITECTURAL PLANS(1)ARCHITECT Certification for Deli n Load Com liance DESIGN CODE: Florida 1�code 2020 Edition w120 supplernents Lasing ASCE 7-i 0 2. Structure Design Is: Enclosed Partially Enclosed Open Building 3. Risk Category: _I 11 _ liI __ 1V Exposure Category: X—'B _C _D Adjustment coefficient 140 4. Design Wind Velocity Lk,6 mph ASD ,- TLRFD find Zone Widthft. 5. Mean Roof Height: ],;ft. Roof Pitch: lf&_ 12 Parapet — ft, 6. Components 8 Cladding Design Pressure used: (PSF, based on Actual sq. fL Q 10 °MRH (worst Case) Zone 1:-'2Z Zone 2:- �tkone 3:- 3M Zone 4:-tea- Zone 5:- 3Y,5 Garage, —2Cv 7. Design Loads: Floor: 7 S PSF Roof/Dead: /�' PSF Roof/Live !() PSF Balcony: ___PSF Dock: _PSF Deck: _ PSF Stairs: PSF Fence: PSF Railing: PSF 8. Were Shear Wails Considered for Structure? _ Yes _Not Applicable Explain Why Not: 9. Is a Continuous Load Path provided? 4 Yes ___Not applicable Explain Why Not: 10. Minimum soil bearing pressure 2000 P.S.F. STRUCTURAL NOTES: I. STRUCTURAL LUMBER TO BE HEM -FIR #2 GRADE OR BETTER WITH 1000 P.S.I. MEN. FIBER STRESS VALUE. 2, CONCRETE TO BE 3000 P.S.I. MIN. FOR BEAMS, COLUMNS, AND FILLET] CELLS, CONCRETE SLABS AND FOOTINGS TO 2500 P.S.I. MIN. 3. REINFORCING STEEL SHALL BE GRADE 60 OR BETER WITH 38- MIN. LAP. 4. CONCRETE COVER OVER REINFORCING STEEL: FOOTINGS 3- SEAMS 1-112- COLUMNS 1-112' 5• MASONRY MORTAR SHALL BE TYPE `N- OR BETTER. 6. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12- AND COMPACTED TO A MINIMUM OF 950", MODIFIED PROCTOR DENSITY. 7. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED AND SELECTED TO WITHSTAND WIND FORCES PER THE FLORIDA BUILDING CODE 2020 EDITION 8. DOOR AN WINDOW ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE FLORDA BUILDING CODE 2020 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES. 9. PRECASTIPRESTRESSED CONCRETE LINTELS TO HAVE e- MINIMUM BEARING, SEE LINTEL SCHEDULE FOR ADDITIONAL INFORMATION. 10. FOR METHOD OF ATTACHEMENT OF DOORS & WINDOWS, SEE ATTACHED PRODUCT REVIEWAFFIDAV€T. 'NOTE: ALL SIMPSON STRONG -TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM Z-MAX COATING OR BETTER. INTERIOR. FINISH CLASSIFICATION WALL FINISHES CLA.S S B FLAME SPREAD OF 26-75 SMOKE DEVELOPED 0 - 450 PER SECTION 803 TABLE 803.5 CEILING SUSPENSION SYSTEMS SHALL CLASS B CONFORIVIING WITH GENERALLY ACCEPTED ENGINEERING PRACTICE, IN ACCORDANCE WITH MANUFACTURER'S RECOMNIMENDATIONS, AND BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF ASTM C635 AND ASTM 636 FLOOR COVERING MATERIALS TO BE OF CLASS I OR CLASS II MATERIALS SHALL BE CLASSIFIED IN ACCORDANCE WITH NFPA 253 CLASS 1, 0.45 WATTS/CM2 OR GREATER CLASS H , 0.22 WATTS/CM 2 OR GREATER GYPSUM BOARD MATERIALS AND INSTALLATION SHALL CONFORM TO THE APPROPRIATE STANDARD LISTED BELOW. TABLE 2506.2 GYPSUM RnAPn MATT-PiA! A Arun Ar rn=QQno,=c MATERIAL' ^_ STANDARD Accessories for SU119 by;f'd ASTM C 1047 Adhesives for fastening gypstnn wallboard ASTM C 557 Exterior soffit board ASTM C 931 Fiber -reinforced soul :p ne15 ASTM C 1278 Glass mat surrl backinE nnel ASTM C 1178 Glass neat UPS= substrate ASTM C 1177 Gypsum backing board and gypsum shaftliner board ASTM C 442 G surd Ceilirl g board ASTM C 1395 .2ypsurli Sheathing ASTM C 79 G sum wallboard ASTiv1 C 36 Joint CeInfgrClCEa* to e aEld CpE31 ound ASTM C 474; C 475 Nails for gypsum boards ASTM C 514, F 547, F 1667 Predecorated " &ttnl board ASTM C 960 Steel screws ASTM C 934; C 1002 Steel studs, load bearing ASTM C 955 Steel studs, nonload bearing ASTM C 645 Standardspecification rot' gypsum board ASTM C 1396 Testing gypsum and gypsum products ASTM C 22; C 472; C 473 _1 Water-resistant suns backfil , board ASTM C 630 TABLE 2508.1 INSTALLATION OF GYPSUM CONSTRUCTION MATERIAL_ STANDARD Gypsum board GA-216; ASTM C 840 GypLtim sheathing ASTM C 1280 Gypsum veneer bast ASTM C 844 Interior lathing and furring ASTM C 841 Steel framing for R sum boards I ASTM C 754; C 1007 DEMOLITION NOTES: BUILDING IS TO BE STRIPPED TO BARE SHELL. ROOF REMOVED AS REQUIRED TO RAISE THE EXTERIOR WALLS PER RENOVATION PLAN. INTERIOR WALLS TO BE REMOVED PER PLAN. WALL LEGEND r", _ _� EXISTING WALLS TO REMAIN EXISTING WALLS TO BE REMOVED PROPOSED CONCRETE BLOCK WALLS • "-"""= PROPOSED 2 X 4 FRAME WALLS L I / lid I I [till I ;EMI I I j +I Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 WWW.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2020 PROJECT U&S CABINETS & GRANITE ST. LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS REGISTRATION NAEL J Fq( • AR96898 ~ �'•, Q FRED ARG Michael Seal 2021.04.02 16:42:05-04'00' MICHAEL J. SEAL, AIA AR96898 REVISIONS NO. DATE REVISION KEY PLAN SHEET TITLE 1 SHEET NUMBER or - I PROJECT NUMBER G 2 no4 s DATE l j r' h'/L I Z/f 171 PFMC> fk:4.M,-T fpw4n t T Af V ARCHITECT FIGURE 703.7.2.1 INTERNATiONAt_ SYMBOL OF ACCESSIBILITY BUILDING INFORMATION: 2020 FLORIDA BUILDING CODE BUILDING AREA: OFFICE 132 S.F. MEN- r - -_ not in I pictogram DISPLAY 2,048 S.F. �•••" "J field FABRICATION 1,440S.F. FIGURE 703.6.1 TOTAL BUILDING AREA 3,620 S.F. PICTOGRAM FIELD GROUP: F-2 LOW HAZZARD FACTORY INDUSTRIAL TABLE 703.5.5 VISUAL CHARACTER HEIGHT HEIGHT TO FINISH FLOOR OR GROUND FROM BASELINE OF CHARACTER HORIZONTAL VIEWING DISTANCE MINIMUM CHARACTER HEIGHT less than 72 inches 1830 mm 516 inch 16 mm 40 inches (1015 mm) to less than or equal to 70 inches (1780 mm) 72 InChl?s (1830 mm) and greater 518 Inch (16 mm), plus 118 inch (3.2 mm) per foot (305 mm) of viewing distance _ above 72 Inches 1830 mm less than 180 inches 4570 mm 2 Inches 51 mm 180 inches (4570 mm) and greater 2 inches (51 mm), plus 118 Inch (3.2 mm) per foot (305 mm) of viewing distance above 1 BO inches 4570 mm Greater than 70 inches (1780 mm) to less than or equal to 120 inches (3050 mm) less than 21 feet 6400 mm 3 inches 75 mm 21 feet (6400 mm) and greater 3 inches (75 mm), plus 118 inch (3.2 mm) per fool (305 mm) of viewing distance Greater than 120 inches (3050 mm) above 21 feet 6400 mm A Eg !$>- — N rL, OCCUPANT LOAD PER TABLE 1004.1.2 OFFICE 132 / 100 = 1.32. DISPLAY 2048 / 60 = 34.1 FABRICATION 1440 / 100 =14.4 TOTAL OCCUPANT LOAD FOR AREA OF IMPROVEMENT 50 CONSTRUCTION TYPE: TYPE VB ALLOWABLE AREA PER TABLE 506.2 GROUP F-2 13,000 S.F. BUILDING IS NON-SPRINKLERED REQUIREMENTS FOR AREA OF IMPROVEMENTS REQUIRED NUMBER OF FIXTURES PROVIDED NUMBER OF FIXTURES 2 WATER CLOSETS 2 WATER CLOSETS 2 LAVATORIES 2 LAVATORIES -- {; 1 SERVVCE SINK 1 SERVICE SINK 1 30 1 DRINKING FOUNTAIN 1 DRINKING FOUNTAIN ? REQUIRED EXIT WIDTH 72" PROVIDED EXIT WIDTH PROVIDED 100" REQUIRED NUMBER OF EXITS 2 PROVIDED NUMBER OF EXITS 2 I t " REQUIRED ADA CORRIDOR WIDTH 42" PROVIDED ADA CORRIDOR WIDTH 54" TRAVEL DISTANCE ALLOWED 200' TRAVEL DISTANCE PROVIDED 74' r r co �"LrxS2 da`t' fa"i�-� NOTE: Equipment pemdtnd ti mailed area (a) Spout Height and Knee Gearance (b) Clear Floar Space f �l� _� _max 114 TO 112 6.5-132 ... S—Z .... ............ ---.: ---------- j (C) (d) Changes in Level Changes In Level THRESHOLD ON ACCESSIBLE ROUTE NO SCALE FLORIDA ACCESSIBILITY CODE RE UIREWNTS (a) (b) BACKWALL SIDE WALL 40T To :xt:tzt:o ePTt�AT�" GRAS BARB AT WATER CLOSETS (c) (0) Free -Standing sulft•In Fountain or Cooler Fountain or Cooler DRINKING FOUNTAINS SHALL BE HI -LOW WITH SPOUT OUTLLT ® 36" MAX AND 38"-43" MAX. I. -OR PERSON STANDING. SPOUT SHALL DE LOCATED 15" MIN, FROMi SUPPORT WAIL & 5" FROM FRONT EDGE OF UNIT. SPOUT SHALL PROVIDE A WATER FLAW Of, 4" HIGH MIN. kC r. Esc, I P-.t_t- De-t Ni t K--) Cry IF out-,. ,TA t P,3 C) Md Q 30 1 1 aj rso 764 1220 36 915 48S 44-5 915 I • RESTROOM DOORS TO BE EQUIPPED WITH LEVER HANDLE AND PRIVACY LOCK. • LAVATORY AND SINK CONTROLS TO BE LEVER TYPE. SIGNS INDICATING ADA ACCESIBLG ItESTROOM SHALL BE LOCATED ON LATCH SIDE OF DOOR.CGo'tb csw rtPQ * PLUMBING TO BE WRAPPED WITH INSULATION. TOP CLEARANCE KKEE Grab Bar CLEARANCE tr LAVATORY CLEARANCES �] �1S ACCESSIBLE R � ROOM DETAILS NTS Fig 45 Minimum Ckws anoes far Seating and Tabtes /4�CC t,: S S t C3 L'IE- C 01A +J- ,. r 30'-03,i-)— DEPTH 4- 5t,�� �4'TGN LLC" Archit¢ctonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 WWW.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2020 PROJECT 1,� CABINETS & GRANITE ST. LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS [ REGISTRATION 'Q�.'.......::'S'�O NAELJ Fq( 9 Michael Seal �96898 .,� 2021.04.02 16:42:14-04-00' SrFRED ARG�\ MICHAEL J. SEAL, AIA AR96898 REVISIONS NO. I DATE REVISION KEY PLAN SHEET TITLE I SHEET NUMBER off - PROJECT NUMBER Z.oD 4 Y DATE 1115 /7-1 Z It (Z1 ipoM is Ctrm "r Qom l r al` f ARCHITECT � 4 �'G4�� � Q 1�-•tom- �� W W � rt ar Ict Ca arc V,I II+ r'lg `i�j• I PTE� t�� � ��1 Fr"- 16, r:PaXY [ h EE �LorOI�, S't-n,t� � ,5'CL1C'L� � �1.. �O�L. Iea•��.Jr-.A-t'"tC]T+3 Cam•-�--- C4as1_Kt-3 5T4w,o r_vr1S r �.�.n3�c-.rN� 5M•4t,t_ �3� ' R. A r-_p-cA so & VOTE-: �c.utb �P4�-t t�c� Mgt•-s�e,�,aFs tit: �� 1✓c .yt r�C1� rr-D F- �T tad y\�Att�� SEf�GL Cv"tk,'( v-� A ri 14- PRODUCT REVIEW ROOF SHEATHING NAILING ZONE INFO. ZONE P1 REMAINING AREA W/8d RING SHANK @ 6" O.0 PERIMETER & 6" O.C. FIELD, ZONE P2 4' X LENGTH W/8d RING SHANK @ 4" O.0 PERIMETER, & 6" O.C. FIELD. ZONE P3 5' X 5' @ HIP AND 5' X LENGTH @ GABLE ENDS W/8d RING SHANK @ 4" O.0 PERIMETER & 4" O.C. FIELD. NOTES: _ 19/32" CDX PLYWOOD SHEATHING 25`- 0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10 d RINGSHANK NAILS. LINDERLAYMENT FELT SHALT, BE PEEL & STICK OR 30## FELT COMPLYING W/ ASTM.D226. 1(Z"C vx F'--i L --1) 0 0 ¢ '`CLC-t ad tS �S � act C�Ax t�e�.pt►�� ,�.--- ZZ PSF I�x rST� s L . Z X 4 . -ro I? � LACE kkEAPS I Z �i, r-%< W P.t_C-._ w 2,LLS 7-. ellr_) Gt� , �o , ►�T' Z4 5 T @_ "'e�{.. j Ca C ,mot. L, ATiI�.0 IaME lea N�r-� P s sae$R fret i," to 4e,A,rF, fcv.i Q011KDr_ ; Bt�sE A5 5 tom- C DOOR AND WINDOW BUCK FASTENING 1 X BUCKS SHALL BE ATTACHED WITH CASE HARD NAILS @ 12" O.C. WITH THE DOORS AND WINDOWS FASTENED WITH TAPCONS PER PRODUCT REVIEW AFFIDAVIT WITH A MIN. OF 1-1/4" EMBEDMENT INTO CONCRETE (THROUGH FRAME) SUCK SHALL EXTEND BEYOND THE INTERIOR FACE OF THE FRAME PER 2020 FLORIDA BUILDING CODE WITH AMENDMENTS. OPTIONAL 2 X BUCKS SHALL BE ATTACHED WITH'/." X 3-1/4" TAPCONS AT 12" O.C. WITH DOORS AND WINDOWS FASTENED WITH #10 WOOD SCREWS SPACED PER PRODUCT REVIEW AFFIDAVIT WITH A MINIMUM PENETRATION OF 1.1/4" INTO BUCK. BUCK SHALL EXTEND BEYOND THE INTERIOR FACE OF FRAME PER 2020 FLORIDA BUILDING CODE WITH AMENDMENTS. Z.)�Coi�.�,S�S •�"���?i: Mari. P.1�oPo5.ED--B�.T4:. (o`-.0" Q.C. MAX',. P.I`A F�-06 P, PLAN- .SDWEL'�1��i.11.L��? �" MIS►. 11470.,Ey1b`T. bm. SE-T IN Epoxy EX1511 MG WALL rrP,�� P,��rro� 5� TaN 1Ju�L aA01�DETAIL_ u„VZO PRODUCT OPENING PRODUCT MANUFACTURER MODEL# APPROVAL# GLASS ATTACHMENT METHOD DESIGN DESIGN TYPE PRESSURES PRESSURES (WORST CASE) ROLL -UP DOOR -26 -22.7 JANUS SERIFS 110 FL# NOW 5/16" X 2-1/4" TAPCONS @ 12" O.C. WITH 1-1/2" INTERNATIONAL 214S0.2 IMPACT MIN. EMBEDMENT WINDOW ZONE 4-28.7 -80 PGT INDUSTRIES SH 700 FL# IMPACT Y." ULTRACONS @ HEAD 1$-1/2" MAX. FROM ZONE 5 -34.5 239.3 TOP CORNERS, JAMBS-17-1/2" MAX. FROM TOP CORNERS, IS" MAX. FROM BOTTOM CORNERS AND 6" BELOW RETAIL MTG RAIL, 1-3/4" EDGE DISTANCE MULLION ZONE 4 -28.7 -130 PGT INDUSTRIES CLIPPED FL# IMPACT Y." TAPCONS @ (4) EACH CUP WITH 1-3/4" MIN. ZONE 5 -34.5 EXTRUDED 261.1 EMBEDMENT AND 1" DISTANCE TO EDGE STOREFRONT ZONE 4 -28.7 -80 CORAL FL500 FL# IMPACT 3/8"-16 X 1-1/2" HWH TYPE "F" TCS TYPE @ WINDOW ZONE 5 -34.5 10467.1 STEEL 2" MIN. SPACING BETWEEN ANCHORS ROOF ZONE 4 -28.7 -129.25 JA TAYLOR 5 V CRIMP Ft# N/A #9 X 15 CORROSION RESISTANT WITH SEALING ZONE 5 -34.5 ROOFING 17443.1 WASHERS W/ MIN. 5/16" PENETRATION OF ROOF DECK @ 6" O.C. PERIMETER & MAIN FIELD FASTENING @ 12" O.0 I HE b AL HtRtUN is PRUVIULU UNLY I U INUILAI E ULIR REVIEW AND APPROVAL FUR USE OF PRODUCTS LISTED FOR THIS STRUCTURE. THE ACCEPTANCE OF THESE PRODUCTS AND METHODS OF ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED BYTHE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY THIS OFFICE FOR THESE PRODUCTS. CONNECTOR SCHEDULE TRUSS Ill BEARING TRUSS ACTUAL SIMPSON CONNECTOR(S) FASTENERS POINT(S) UPLIFT (GROUPED, CONNECTOR(S) UPLIFT DESIGN WORST CASE) A EACH 1029# (1) HETA 20 1810# 9-10dx1-1/2„ GR EACH 3400# (2) HETA 24 2365# 12-16d x 3.1/2" (1) LGTR 2030# 16-10d X 3-1/4 (7) Y. X 2.1/4 TkTEN KING JACKS 1sT BRG 715# (1) MTS 16 I 99U# (14)1061.1/2" 2ND BRG 372# (1) THJU26 __ � �dd 8 fir 30 BRG 1234 1 1 11 HIP JACKS 1'T BRG 415# (1) MTS 16 ���Ijd K 3"� jZN 2"D BRG 230# (1) THC37 (MAX) ---.-------— 990# (9)10dx1-1/2" 3RD BRG 107# 510# 12) ad x 1-1/2" VALLEY TRUSSES 48" O.C. 672# (1) MTS 16 NOTE; MANUFACPUER'S SHOP DRAWINGS AND ENGINEERING 10 a# 14- 0d iilz2 TO BE PROVIDED FOR REVIEW TO ENSURE ADDITIONAL STRAPPING IS NOT REQUIRED PRIOR Toj ZURING OF BEAM. NOTE: STUCCO ON RIBLATH OR PAPER HACKED WIRE LATH SHALL BE ATTACHED TO HORIZONTAL FRAMING AS PER ASTM C-1063: LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH CORROSION RESISTANT MATERIALS. ATTACHMENTS SHALL BE SPACED NOT MORE THAN B" O.C. ALONG SUPPORTS, FASTENERS TO BE USED CAN BE 6D COMMON OR ROOFING NAILS HAVING A MIN. 1-314" PENETRATION INTO HORIZONTAL FRAMING MEMBERS OR STAPLES WI A MIN. /, CROWN ENGAGER NOT LESS THAN (3) STRANDS OR LATH AND MUST PENETRATE THE WOOD FRAMING MEMBERS'/." MIN. DRYWALL AND FURRING ATTACHMENT P.T. 1 X 2 FURRING @ 16" O.C. FASTENED WITH 1 '/." CASE HARD NAILS @ S" Q.C. %" DRYWALL FASTENED TO FURRING WITH 1 1/8" DRYWALL SCREWS @ 8" O.C. PERIMETER AND 12" O.C. FIELD. 5/8" DRYWALL FASTENED TO FURRING WITH 1 1/8" DRYWALL SCREWS @ 8" O.C. O r Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 WWW.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2020 PROJECT CABINETS &GRANITE ST. LUC E COUNTY, FLORIDA CLIENT CONSULTANTS REGISTRATION ...........7 Co.: y' Michael Seal 2021.04.02 A96898 ; ��;... ��, FRED P.RG 16:42-.23-04, 00, MICHAEL J. SEAL, AIA AR96898 REVISIONS NO. i DATE REVISION KEY PLAN SHEET TITLE 1 SHEET NUMBER af. 4 PROJECT NUMBER G Z p o Zr5 DATE Z Jt JZ I 41,/r l PEF-t-c k T vPoJ r D a.� e ARCHITECT Architectonic Inc '�rt# IIAKt Ab F-V-6 ` V 'Vo ..__. 5 t � IN �o�G �� •F r 5�-- wts�E� .,�t_C V' i Pv:.-XP 14 m no'TO-11 P" r '— tars 11Z'e; vq Ct'e> 1.t C-kT- t o f3 P2�- EIti'�cl N��v � V C�Ft�n.� Ir-��-��.c... �oaF►�C� N`'s' r c tc- .. p I-Y- r ry ©Vle.�g�" S=DS�tr�zAapC� LoP/ Oct r�.f tl: (4A(1-3 9- L s _ S 1. r'1 Para �•} 2.0 � �..1� C� � �..✓�� -� l`�Cf i.....i<_..�'' �-' � ice`./ �.- f � rb �.y .--�i��, Z?a� dal? ��.`L"�,. .��-••' ......... . 1f Zc� p�Ytx.a�c-�-- �/ ZKCP. Fi�.�r1=►• __---__...__......... � C �o 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 WWW.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2020 PROJECT U&S CABINETS & GRANITE ST. LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS REGISTRATION •OF. �. 9 NMichael Seal EL J Eq� i0. " AR96S98 ,, 2021.04.02 16:42:33-04'00' sTFRED MICHAEL J. SEAL, AIA AR96898 REVISIONS NO. DATE REVISION KEY PLAN SHEET TITLE 1 SHEET NUMBER A 4 ..... . . ...... ... n 4 PROJECT NUMBER C Z04o tk �5- DATE Z 1 �Z( vo rm I T 'C�'FP