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HomeMy WebLinkAbout1905 Adams Ave (3)11E�CEIV�b CITY OF SANFORD PERMIT APPLICATION APR .2 7 2006 P _Q Uta Permit fl: C%G�'�� U � -' Date: .�� �� 1�, Job Address: � � 1`t r� C{i�Y1 S C' l�tr'I TO , L : .3 --7 — 4/ r ��cc �� (� s y/Xq �DSYS r� Description of Work: —FCa �"'[ i 0f -c k �jL:G'rAct41C%?ISi� 'Total Square Footage 1Osvo Historic District: Zoning: Value of Work: $ � �� �L �LLLI�'I� r9/ z 5� Permit Type: Building _ Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS M Add ition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential _ Keplacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets _ Plumbing Repair — Kesidential or Commercial Occupancy Type: Residential Commercial Industrial Construction Type: _ # of Stories: # of Dwelling Units: Flood Zone: (FEMA required ) :,,Owners Name & Address: _ Contractor Name &Address: Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: Architect/Enginecr: Address PI/ I State License Contact Person: Phone Fax: hone: Application is hereby trade to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that it separate pemtit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, I IEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNEK: YOUR FAILURE TO RECORD A NO'I'ICL OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITfI YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 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, mid there may be additional permits required front other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance /ofpermit is verification that I will notify the owner1 orr/the 'property of the requirements of Florida Lien Law, FS 713. ,4-0 Signature orow/JJnc /A pent // D to Signature ofContraclvr/Ageul Date Print Owner/Agent's Name / Print Contractor/Agent's Name -gtl&ure of No;ry. tete of kj( 1`01 ,JOHN Date Signature of Notary State of Florida Date U a M'r` 1 t'QMNJIOTON # DD 285822 EXPIIIH: March 23, 2008 �,Fe E�ot`v Burled Thiol 7udget Notary services Ow�iier/Agent is Per. on<dly K[ wn to Me or Contractor/Agent is _ Personally Known to Me or / Produced ID C . � �' (0�_ Produced ID %g ( L/,0 APPROVALS: ZONIN . ANG/ / �TUfIL: _ FD: _ ENG: BLUG_____Yn___ Special Conditions: Rev 03/2006 •' _bit L L1_ ti1�F T"111 4rtH>JrOFt�U1 . _'2'7_�1 f a �a ` 1 1 , I I I I I I i I I I II I II f j 1I II II I f 1 1 ' I 1 I yy T Til i fin. j� L2TTr - T, T, s J_. - .......-...,...._...._ to G C2) 2 �1Z �w 2 11L � L" 4--r- A` -,9 'Yr,iA85P 1 ) Y A' i lr � I (2 y4, �+r�'7 rli='4ti.a - i --------------------- i /T ©1® I. ® (3) Q O ..� _ ROOF FASTEgZONESROOF SHEATHING NAILS PANEL LOCATIONS 1 5/8" STRUCTURAL PANEL EDGES 0 SUPPORTS (1) 6' O.C.SHEATHING 10d. COMMON NAILPANEL FIELD 6'OC NOTE: PER FBC 2004 RESIDENTIAL CODE TABLE 2.304.9.1 ,(1) EDGE SPACING ALSO APPLIES OVER GABLE END WALLS OR TRUSSES (2) PASLODE 2 1/4" X .099" DIAMETER POWER DRIVEN COATED SCREW NAILS MAY BE USED IN LIEU OF 8d. COMMON NAILS WITH REDUCED SPACING AS NOTED BELOW. 12" SPACE CHANGES TO 8 6" 10 4", AND 4" OR 3" CHANGES TO 2 1/2-. R-2 ROOF SHEATHING FASTENING SCHEDULE SHEATHING AFTER/TRUSS BUILDING WIDTH \ BUIL-DING LENGTH BLOCKING @ 48" O.0 E- -� FIRST 2 SPACES or 48" FROM GABLE TOP AND BOTTOM ROOF SHEATHING LAYOUT i R-1 k- M-5 �ivt KHF 1vu I t� 1. CONCRETE TO BE 2500 PSI MINIMUM. 2. STEEL REINFORCING BARS, ASTM 615, GRADE 40, MIN.SPLICE LAP OF 25". 3. STEEL COVERAGE! FOOTINGS AND SLABS(AGAINST EARTH), 3 INCHES. 4. CONCRETE MASONRY UNITS SHALL CONFORM WITH ASTM C-90 HOLLOW LOAD BEARING CONCRETE MASONRY UNITS, TYPE 1GRADE 1, NORMAL WEIGHT, 8"X8"X16". 5. MORTARSHALLCONFORM WITH ASTM C-91 FOR MASONRY CEMENT AND ASTM C-150 FOR PORTLAND CEMENT. MORTAR SHALL BE TYPE 'M'. 6. CONTRACTOR SHALL VERIFY ADEQUATE SOIL CONDITIONS BEFORE COMMENCING WORK(2500 PSF MINIMUM BEAR- ING CAPACITY REQUIRED). 7. FOR WOOD FRAME CONSTRUCTION, USE #2 SOUTHERN YELLOW PINE ALL EXTERIOR & INTERIOR BEARING WALLS / ROOF FRAMING MEMBERS. B. IF ANY STRUCTURAL CONDITIONS SHOULD ARRISE DURING THE COURSE OF CONSTRUCTION, NOT N07ED ON THESE DRAWINGS CONTRACTOR TO NOTIFY ESG, INC. IMMEDIATELY IN WRITING AND STOP ANY AND ALL CONSTRUCTION IN AREA OF QUESTION UNTIL FURTHER NOTICE. 9. ESG, INC. PROPOSES TO PERFORM THESE STRUCTURAL ENGINEERING SERVICES BASED ON INFORMATION SUPPLIED TO ESG, INC. BY THE CUSTOMER. IT 15 PRESUMED THAT THIS DATA IS CORRECT AND SUBSTANTIALLY UNCHANGEABLE. IF THESE CONDITIONS CHANGE DURING THE COURSE OF PERFORMING THE ESG, INC. SERVICES ADDITIONAL FEES WILL BE REQUIRED FOR ESG, INC. TO COMPLETE THE WORK. 10, ALL CHANGESAND DEVIATIONS SHALL BE APPROVED BY ESG, INC. IN WRITING PRIOR TO ALL DEMOLITION OR CONSTRUCTION BEGINNING OR COMMENCING. THE CONTRACTOR AND CUSTOMER ARE RESPONSIBLE TO PROCURE THIS APPROVAL. FAILURE TO DO SO MAY RESULT IN AN INCOMPLETE ENGINEERING REVIEW AND ADDITIONAL FEES. 11, ESG, INC. HAS REVIEWED THE NEW STRUCTURAL COMPONENTS BASED SOLELY ON INFORMATION SUPPLIED BY THE CUSTOMER OR THEIR CONTRACTOR, FIELD VERIFICATION IS NOT PART OF THE ESG, INC. SCOPE OF WORK. 12, ESG, INC. ASSUMES NO RESPONSIBILITY FOR THE ARCHITECTURAL, MECHANICAL., PLUMBING, ELECTRICAL, HVAC, FIRE PROTECTION OR FIRE CODE PROVISIONS, FABRICATION, INSTALLATION / ERECTION SUPERVISION, PLAN DIMENSIONS, UNKNOWN FIELD CONDITIONS OR OTHER CONDITIONS NOT FULLY REPRESENTED IN THESE DRAWINGS OTHER THAN THE STRUCTURAL COMPONENTS AND THEIR CONNECTIONS. TYPICAL CONNECTIONS AND DETAILS O (2) STUDS / @5 X 2 OR@ X 2 0 TOP & U 6 BASE _ TYP, 6 1 STORY (3)�TUDS /® X 3 OR (6� X 3 O TOP & O BASE - TYP. m STORY fC (2) STUDS / X 2 OR® X 2 0 TOP & © X'2 ORU6 X 2 O LOWER BEAM OR RIMBOARD cO (3) ,STUDS / X 2 OR% X 2 6 TOP &g X2 OR 6 X 2 0 EWER BEAM OR RIMBOARD O (4)D SI(JOS OASEX6 P.T. POST / ® X 2 0 TOP O (2) STUDS /® X 2 OR® X 2 6 TOP & ®2 - 52" LONG ® FLOOR AND 2 STUDS BELOW O BASE O &3)q�XO 2/ ®' 30RLONG ®LOOR NTOP D 3 STUDS BELOW ® m BASE gO (3) STUDS / ® X 2 OR© X 2 O TOP & ® X 2 - 52" LONG O BASE W/ (13) tad. NAILS TO STUDS AND (10) 4' 0 X A' TAPCONS TO GROUTED CMU O (3) STUDS /® X 3 OR © X 3 6 TOP & © X 3 - 52' LONG 0 BASE W/ (13) 10d. TO STUDS AND (10) k 0 X 2,1- TAPCONS TO GROUTED CMU © 2nd FLOOR STUDS TO FLOOR SYSTEM WITH LSTA36 O 32" O.C. OR CS16-R 52' LONG d 32' O.C. AND AT CORNERS, ENDS AND TWO AT EACH SIDE OF OPENINGS © 2x10 LEDGER BOARD W/ (3) 1/4" 0 X 4' WOOD SCREWS AT 16" O.C. AT FRAME OR 1/4'x4 1/2' TAPCONS AT 5" O.C. TO CMU ® (2) 2x12 LEDGER BOARD DOUBLE STAGGERED ROW OF ii -x 10" ANCHOR BOLTS AT 16' O.C. TO GROUTED CMU OR CONCRETE IO 5 1/4' x 5 1/4" PARALLAM POST W/ ® X 2 POST/BEAM / ® ® BASE (TYP.) © 6"x6" P.T. POST W/ © X 2 POST/BEAM / ® 0 BASE (TYP,) 0 4-x4" P.T. POST W/ ® X 2 POST/BEAM ® m BASE (TYP.) 4'x4' P,T, POST W/ © X 3 POST/BEAM ® m BASE (TYP.) 2 STORY TYPICAL CONNECTIONS AND DETAILS a2 (2) 4, TUDS / 05 X 2 ORn6 X 2 0 TOP & 5 x2 POSTT- ro POST AD ® ®BASE b2 &3) ,STUD P ST TO POST AND ® 0 BASE 12 5 1/4" x 5 114' PARALLAM POST W/ ® X2 POST/BEAM 1b7 x2 POST/POST/ 0 O BASE (TYP.) QV x 6" P.T. POST W/ © X 2 POST/BEAM © x2 POST/POST/ 0. O BAS[ (TYP.) On2 4-x4- P.T. POST W/ ® X 2 POST/BEAM/ g x2 POST TO POST, AND ® 0 BASE (TYP,) O02 4'x4' P.T. POST W/ 1 X 2 POST/BEAM/ 1® X 2 POST TO POST, AND 0 m BASE (TYP.) CONNECTORS TO EXISIING GKUUItU GMu CATE OF AUTHMIZATIONNGINEERING SIMPSON FASTENERS PLIFT(Ibs.) CONNECTOR FASTENERS UPLIFT(lbs.) SO MTS16 (7) 10d.. 1.5 NAILS & (5) 1000 1810 3 3Z16* 0 X 2 1/4' TA -CONS (14) 10d St 1ITS20 (10) 10d. x 1.5 NAILS .i (6) 1150 455 Uplift 125 lateral 5 3/16- 0 X 2 1/4 TAPCONS 7/8- 0 ANCHOR BOLT (3) 7/B"0 BOLTS THRU S2 MSTAM24 (9) 10d. NAILS & (6) 3/16. 0 1545 1450 7 X 2 1/4' TAPCONS I PLY 17 - toe It 1.5 2/3 PLY 15 - 16d 33 MSTAM36 HGT-2 Or 3 1915 10530 9 0 % 2 14' TAPCONS 6 - 10d J4 MSTAM40 16d. NAILS & (IB) 3/16' (270X) 2475 890 tt 2 1 4' TAPCONS 6-10d x 1&1/2' 35CSt B -R (11) 10d. NAILS & 22 _ 10d. 1705 CUT LENGTH TO FIT 0 X 2 1/4- TAPNS CD 1650 J6 H16S INVERTED HANGER (2) 10d. r 1.5 NAILS 1S 3/16' 0 X 2 1 4' TAPCONS 1600 37HUCM410 MASONRY HANGER (16) 3/16' 0 X 2 1/4 -TAP ON$ 1600 38HUCM412 MASONRY HANGER (20) 3/16' 0 X 2 1 4'TAPCONS 1810 39 BA ROD )TDP4A 26 -10d 2050 MASONRYHHANGER OI D 0 FACE 3475 404 HGA10 1 4 dle..t t 2 & (4; 260 uplift 1550 20 HGUS48 1000 lOt. 47 HGUS48 (24) 3/16' 0 X 2 2300 MOO 22 1 4'TAPCONS 18 16d + 5/8' A.Bolt 42 HGUS5.50/10 (24) 3/16. 0 X 2 2300 5250 24 1 4'7APCONS 12-16d + 5/8'A Bat a3 FGTR 2-' ' x 5 n. HD 5000 2300 26 2 1 4-1/2' . 5 llt- HD 8- Bd x 1&1/2" TYPICAL CONNECTIONS AND DETAILS O (2) STUDS / @5 X 2 OR@ X 2 0 TOP & U 6 BASE _ TYP, 6 1 STORY (3)�TUDS /® X 3 OR (6� X 3 O TOP & O BASE - TYP. m STORY fC (2) STUDS / X 2 OR® X 2 0 TOP & © X'2 ORU6 X 2 O LOWER BEAM OR RIMBOARD cO (3) ,STUDS / X 2 OR% X 2 6 TOP &g X2 OR 6 X 2 0 EWER BEAM OR RIMBOARD O (4)D SI(JOS OASEX6 P.T. POST / ® X 2 0 TOP O (2) STUDS /® X 2 OR® X 2 6 TOP & ®2 - 52" LONG ® FLOOR AND 2 STUDS BELOW O BASE O &3)q�XO 2/ ®' 30RLONG ®LOOR NTOP D 3 STUDS BELOW ® m BASE gO (3) STUDS / ® X 2 OR© X 2 O TOP & ® X 2 - 52" LONG O BASE W/ (13) tad. NAILS TO STUDS AND (10) 4' 0 X A' TAPCONS TO GROUTED CMU O (3) STUDS /® X 3 OR © X 3 6 TOP & © X 3 - 52' LONG 0 BASE W/ (13) 10d. TO STUDS AND (10) k 0 X 2,1- TAPCONS TO GROUTED CMU © 2nd FLOOR STUDS TO FLOOR SYSTEM WITH LSTA36 O 32" O.C. OR CS16-R 52' LONG d 32' O.C. AND AT CORNERS, ENDS AND TWO AT EACH SIDE OF OPENINGS © 2x10 LEDGER BOARD W/ (3) 1/4" 0 X 4' WOOD SCREWS AT 16" O.C. AT FRAME OR 1/4'x4 1/2' TAPCONS AT 5" O.C. TO CMU ® (2) 2x12 LEDGER BOARD DOUBLE STAGGERED ROW OF ii -x 10" ANCHOR BOLTS AT 16' O.C. TO GROUTED CMU OR CONCRETE IO 5 1/4' x 5 1/4" PARALLAM POST W/ ® X 2 POST/BEAM / ® ® BASE (TYP.) © 6"x6" P.T. POST W/ © X 2 POST/BEAM / ® 0 BASE (TYP,) 0 4-x4" P.T. POST W/ ® X 2 POST/BEAM ® m BASE (TYP.) 4'x4' P,T, POST W/ © X 3 POST/BEAM ® m BASE (TYP.) 2 STORY TYPICAL CONNECTIONS AND DETAILS a2 (2) 4, TUDS / 05 X 2 ORn6 X 2 0 TOP & 5 x2 POSTT- ro POST AD ® ®BASE b2 &3) ,STUD P ST TO POST AND ® 0 BASE 12 5 1/4" x 5 114' PARALLAM POST W/ ® X2 POST/BEAM 1b7 x2 POST/POST/ 0 O BASE (TYP.) QV x 6" P.T. POST W/ © X 2 POST/BEAM © x2 POST/POST/ 0. O BAS[ (TYP.) On2 4-x4- P.T. POST W/ ® X 2 POST/BEAM/ g x2 POST TO POST, AND ® 0 BASE (TYP,) O02 4'x4' P.T. POST W/ 1 X 2 POST/BEAM/ 1® X 2 POST TO POST, AND 0 m BASE (TYP.) UNLESS NOTED OTHERWI5E ' 0 WHERE CONNECTOR NOT NOTED FOR TRUSS TO FRAME USE Q/ TRUSS TO NEW CMU USE Q/ TRUSS TO EXIST. CMU USE 6-6 GALL INTERIOR BEAKrS USE © X 2 ON FRAME AND X 2 ON BLOCK O ALL CONVENTIONALLY FRAMED MEMBERS USE 4 - tad. TOE NAILS AT EACH END OF MEMBERS 0 USE HUS26 AS 1 PLY HANGER AND HGUS48 AS 2 PLY HANGER O MINIMUM OF 6' EMBEDMENT FOR ANCHOR BOLTS TO SLAB O WHERE USED WITH WOOD FRAME WALLS, ALSO MUST USE (2) INVERTED HTT22 UNDER PLATES O ALL INTERIOR HEADERS SHALL BE (2) 2 X 12 W/ 1/2' PLYWOOD BETWEEN AND (D EACH END O ALL ROOF & FLOOR GIRDERS TO HAVE MULTIPLE STUD BEARING. ONE STUD PER PLY, STRAPPING AS NOTED 0 ALL GIRDERS ON CMU MUST HAVE MIN (1) FILLED CELL W/ /5 RERAR TIED TO 11E BEAM ABOVE AND FOOTING BELOW ROOF LIVE LOAD 20 P.S.F. FLOOR LIVE LOAD 40 P.S.F. STAIRS 100 P.S.F, DECKS & BALCONIES 60 P.S.F S.W.S. - SHEAR WALL SEGMENTS (SEE ATTACHED DETAILS) REF. PROJECT TRUSS ENGINEERING TO BLOCK WALL C.M.U. WALL SYSTEM AS WELL AS I.C.F. SEGMENTS WHICH HAVE AN UNINTERRRUPTED LENGTH OF 4'-0" OR MORE SHALL BE CONSIDERED SHEAR WALL _3 NN CTOR S DU E ENGINEERING SERVICES GROUP, INC. 1299 W. FAIRBANKS vVlii I ER WK, FL 32789 CA # 8886 KEN FN I FRq! PF 1bd [MOTE- The affixed seal and signature of Kenneth M- Ehlers is for the structural elements of these drawings and Information as presented turein. We assume no responS""y for archtlecttxal design, file protection, electrical, ryurienSicxu. items or dondttions nol represented in these drawings or not properly noted, or other content other than the structural components and their connections. ' I+VIV IVLV I VI\ JNI ILIJVLL SIMPSON CATE OF AUTHMIZATIONNGINEERING CONNECTOR FASTENERS PLIFT(Ibs.) WINTER PARK, FL. 32789 META18 (14) 10d x 1.5 1450 O HETA20 1 PLY(14) 10d X 1.5 2/3 PLY 12 16d 1810 3 MTS16 or MTS12 (14) 10d 840 4 H3 OR H5 (8) 8d 455 Uplift 125 lateral 5 H08A 7/8- 0 ANCHOR BOLT (3) 7/B"0 BOLTS THRU 7910 ® HTS20 24- nod It 1&1/2" 1450 7 HHETA20 I PLY 17 - toe It 1.5 2/3 PLY 15 - 16d 2435 8 HGT-2 Or 3 (2) 3/4' ANCHORS 10530 9 SP -1 6 - 10d 585 10 SP -2 6 - lad 890 tt SP -4 6-10d x 1&1/2' 735 12CS16CUT -RTO FIT 22 _ 10d. 1705 10 LSTA12 10 - 10d 805 14 LSTA24 18 - 10d 1235 15 LSTA30 22 10d 1640 16 LSTA36 26 - 10d 1640 17 MSTA36 26 -10d 2050 18 HETA16 1 ply- 11-10d x 1&1/2" 2 ply- 12-16d 1810 18 HUS26 14 - 16d 1550 20 HGUS48 36 -16d 3220 21 FGTR 718jES 4" X 3- 38 -SDS -1 4 % MOO 22 HTT16 18 16d + 5/8' A.Bolt 3480 23 HTT22 32-16d Slnkera + 5/8' A.Bolt 5250 24 ABU44 12-16d + 5/8'A Bat 2200 25 ABU66 12-15d + 5/8" A. Belt 2300 26 H10 8- Bd x 1&1/2" 905 27 MST37 42-16d 3835 28 MST148 26 - t0e.. t i/2 2335 UNLESS NOTED OTHERWI5E ' 0 WHERE CONNECTOR NOT NOTED FOR TRUSS TO FRAME USE Q/ TRUSS TO NEW CMU USE Q/ TRUSS TO EXIST. CMU USE 6-6 GALL INTERIOR BEAKrS USE © X 2 ON FRAME AND X 2 ON BLOCK O ALL CONVENTIONALLY FRAMED MEMBERS USE 4 - tad. TOE NAILS AT EACH END OF MEMBERS 0 USE HUS26 AS 1 PLY HANGER AND HGUS48 AS 2 PLY HANGER O MINIMUM OF 6' EMBEDMENT FOR ANCHOR BOLTS TO SLAB O WHERE USED WITH WOOD FRAME WALLS, ALSO MUST USE (2) INVERTED HTT22 UNDER PLATES O ALL INTERIOR HEADERS SHALL BE (2) 2 X 12 W/ 1/2' PLYWOOD BETWEEN AND (D EACH END O ALL ROOF & FLOOR GIRDERS TO HAVE MULTIPLE STUD BEARING. ONE STUD PER PLY, STRAPPING AS NOTED 0 ALL GIRDERS ON CMU MUST HAVE MIN (1) FILLED CELL W/ /5 RERAR TIED TO 11E BEAM ABOVE AND FOOTING BELOW ROOF LIVE LOAD 20 P.S.F. FLOOR LIVE LOAD 40 P.S.F. STAIRS 100 P.S.F, DECKS & BALCONIES 60 P.S.F S.W.S. - SHEAR WALL SEGMENTS (SEE ATTACHED DETAILS) REF. PROJECT TRUSS ENGINEERING TO BLOCK WALL C.M.U. WALL SYSTEM AS WELL AS I.C.F. SEGMENTS WHICH HAVE AN UNINTERRRUPTED LENGTH OF 4'-0" OR MORE SHALL BE CONSIDERED SHEAR WALL _3 NN CTOR S DU E ENGINEERING SERVICES GROUP, INC. 1299 W. FAIRBANKS vVlii I ER WK, FL 32789 CA # 8886 KEN FN I FRq! PF 1bd [MOTE- The affixed seal and signature of Kenneth M- Ehlers is for the structural elements of these drawings and Information as presented turein. We assume no responS""y for archtlecttxal design, file protection, electrical, ryurienSicxu. items or dondttions nol represented in these drawings or not properly noted, or other content other than the structural components and their connections. REVISIONS BY Q CATE OF AUTHMIZATIONNGINEERING SERVICES GROUP, INC. F 1299 W. FAIRBANKS AVE. STE. B. U5 Z W J a WINTER PARK, FL. 32789 W CL ORLANDO: (407) 740--7111 1.2 REVISIONS BY Q F Z w 0 V) � U5 Z W J a W CL O O z Z O Npin W w Z_j��Q w Li dJ o Q L) V Li pZ zo W O QSQ J 0 Z OtoO to Q ULLJ --f z W O� 00- Z `� 00 _ Q OL Q z tri + N Q LL N M 0: z cab_ p II V) (In ro �wza WNU olxz x'"-mW�ZnN p N EJ00M + W N o or W W a i p W N O V `-' W �QWOV BOO z �,�D pWQw QL) o w WW�� (wZ O'_ Nlricc Ey UjZW U))3wN O.. _jZ C) C) C, In <- N�+O ^aLrao�-0 DMP ZOOLLI _j LJ W W v�i0Ur) V)WZa0._U Qrnzzk'►�'zaa 1na� lJi E mD]9i�Z Q i/) U