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Home My WebLink About38201 10th Ave6' PICKET FENCE WITH EXISTING CHAINLINK EXISTING CHAINLINK PROPERTY LINE EXISTING CHAINLINK FENCE W ALLEY EXISTING SODDED AREA PROPOSED SITE PLAN SCALE 1' - 10' bITE DATA EXISTING O OS LOT AREA AREA 106 SOFT 10426 SOFT PERVIOUS AREA 5068 SQFT 5068 SOFT PERV / IMPERV 49 % 4 % PROPOSED OCCUPANT LOAD (PER FBC 2014 1004.1.2) GROSS FLOOR AREA USE AREA OCCU LOAD KITCHEN 1313 SOFT 7 UTILITY 42 SOFT 1 DINING AREA 915 SOFT 61 TOTAL OCCUPANT LOAD 69 W 1 1 REQUIRED PROVIDED WC MALE (1 ! 75) 1 1 FEM 1 1 LAV MALE (1 / 200) 1 1 FEM 1 2 PARKING CALCULATIONS OCCUPANCY ........................ A2 USE ............................. RESTAURANT GROSS FLOOR AREA ......... 3038 SOFT FACTOR ................................. 1 PER 1000 SOFT PARKING REQUIRE ........... 4 PARKING PROVIDED ............ 5 ACCESSIBLE REQUIRED... ....... - 1 ACCESSIBLE PROVIDED ............ 1 SEAT COUNT INDOOR DINING: # OF SEATS 40 OUTOOR DINING 36 TOTAL # OF SEATS 76 PROPOSED OCCUPANT LOAD (PER NFPA 7.3.1.2) UTILITY: PER 500 SQFT 42 SQFT LOAD 1 KITCHEN PER 100 SQFT 1313 SQFT LOAD 13 SEATING AREA: PER 15 SQFT 915 SQFT LOAD 61 TOTAL OCCUPANT LOAD 75 NOTE: THE CITY OF ZEPHYRH ILLS IS TO PERFORM ALL SITEWORK CONSTRUCTION IN THE RIGHT OF INSTALLED 6' PICKET FENCE WAY. EXISTING 4' CHAINLINK FENCE PROPERTY LINE CONTINUOUS HEDGE 24" TALL SHRUBS PLANTED 30" OC COMBINATION OF 1. JUNIPER 2. ABECOLA ST AUGUSTINE SOD WITH UNDERGROUND LOW VOLUME IRRIGATION SYSTEM CONC. WALKWAY UNDERSTORY TREE BAMBOO TREE "e_ BUILDING SPECIFICATIONS - CLASSIFICATION OF WORK: CHANGE IN OCCUPANCY -ALTERATION LEVEL: III - CONSTRUCTION TYPE: III-B -EXISTING OCCUPANCY CLASSIFICATION: B - PROPOSED OCCUPANCY CLASSIFICATION: A2 - EXISTING BUILDING AREA: 2268 SQ FT. - AREA OF OPEN PATIO: 754 SQ FT. - EXISTING CONDITIONED AREA: 2139 SQ FT. - NEW CONDITIONED AREA ADDED: 0 SQ FT. -TOTAL BUILDING AREA: 3015 SQ FT. FASTENING SCHEDULE CONNECTION FASTENER # OR SPACING JOIST TO SILL OR GIRDER TOE NAIL Bd COMMON 3 BRIDGING TO JOIST TOE NAIL EA. END 8d COMMON 2 tx6 OR LESS SUBFLOOR TO EA. JOIST FACE NAIL Bd COMMON 2 OVER 1x6 SUBFLOOR TO EA. JOIST FACE NAIL Bd COMMON 3 2-INCH SUBFLOOR TO JOIST OR GIRDER BLIND AND FACE NAIL 16d COMMON 2 SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d COMMON 16 O.C. SOLE PLATE TO JOIST OR BLOCKING AT BRACED WALL PANEL BRACED WALL PANELS 3 - 16d COMMON 16' O.C. TOP PLATE TO STUD END NAIL 16d COMMON 2 STUD TO SOLE PLATE, TOE NAIL 8d COMMON 4 STUD TO SOLE PLATE, END NAIL 16d COMMON 2 DOUBLED STUDS, FACE NAIL 16d COMMON 24 O.C. DOUBLED TOP PLATES, TYP. FACE NAIL 16d COMMON 16 O.C. DOUBLED TOP PLATES, UP SPLICE l6d COMMON 8 BLOCKING BETWEEN JOIST OR RAFTES TO TOP PLAlL TOE NAIL 8d COMMON 3 RIM JOIST TO TOP PLATE, TOE NAIL 8d COMMON 6 O.C. TOP PLATES UP AND INTERSECTIONS FACE NAIL 16d COMMON 2 CONTINUOUS HEADER TWO PIECES 16d COMMON 16 O.C. ALONG EDGE CEILING JOISTS TO PLATE, TOE NAIL 8d COMMON 3 CONTINUOUS HEADER TO STUD TOE NAIL 8d COMMON 4 CEILING JOISTS LAPS OVER PARTITIOK FACE NAIL 16d COMMON 3 CEILING JOISTS TO PARALLEL RAFTERS FACE NAIL l6d COMMON 3 RAFTER TO PLATL TOE NAIL 8d COMMON 3 1-INCH DIAGONAL BRACE TO E.A. STUD AND PLATE. FACE NAIL 8d COMMON 2 1x8 OR LESS SHEATHING TO EA. BEARING FACE NAIL 8d COMMON 2 OVER lx8 SHEATHING TO EA. BEARING FACE NAIL 8d COMMON 3 BUILT-UP CORNER STUDS l6d COMMON 24 O.C. BUILT-UP GIRDERS AND BEAMS 20d COMMON 327 O.C. 0 TOP & BOT. do STAGGERED 2 ENDS A 0 EA. SPLICE 2-INCH PLANKS 16d COMMON AT EACH BEARING COLLAR TIE TO RAITER, FACE NAIL 10d COMMON 3 JACK RAFTER TO HIP, TOE NAIL 10d COMMON 3 JACK RAFTER TO HIP FACE NAIL 16d COMMON 2 RIDGE RAFTER TO 2x RIDGE BEAM, TOE NAIL 16d COMMON 2 RIDGE RAFTER TO 2x RIDGE BEAM FACE NAIL 16d COMMON 2 JOIST TO ®AND JOIST FACE NAIL 16d COMMON 3 LEDGER STRIP FACE NAIL 16d COMMON 3 WOOD STRUCTURAL PANELS AND PARTICLEBOARD: SUBFLOOR, ROOF AND WALL SHEATHING (TO FRAMING): 1/;' AND LESS 6d COMMON 15/32' - 19/32' Bd COMMON 19/32' - 3/4' 8d COMMON OR 6d DEFORMED SHANK 7 8' - 1' 8d COMMON OR DEFORMED SHANK 6' O.0 EDGES AND INTERMEDIATE 1 1/8' - 1 1/4- 10d COMMON OR 8d DEFORMED SHANK 4' O.C. AT COMPONENT AND SINGLE FLOOR (COMBINATION SUBFLOOR-UNDERLAI'MENT TO FRAMING): CLADDING EDGE STRIP 3/4' AND LESS 6d DEFORMED SHANK 7/8' - 1- 8d DEFORMED SHANK 1 1 8' - 1 1 4' 10d COMMON OR 8d DEFORMED SHANK PANEL SIDING TO FRAMING 1/2' AND LESS 6d CORROSION RESISTANT SIDING OR CASING NAIL 8d CORROSION RESISTANT SIDING OR CASING NAIL FIBERBOk-0 SHEATHING 1/2' 6d COMMON NAIL OR 11 ga GALV. ROOFING NAIL 1-1/2- LONG WITH 7/16' HEAD 25/32' 8d COMMON NAIL OR 11 go GALV. ROOFING NAIL 1-3/4- LONG WITH 7/16' HEAD INTERIOR PANELING 4d CASING OR FINISH NAIL 6d CASING OR FINISH NAIL 6' ON PANEL EDGES, 1Y INTERMEDIATE 6* ON PANEL EDGES, 12' INTERMEDIATE WIND LOADS: DESIGN WIND SPEED RISK CATEGORY WIND EXPOSURE ENCLOSURE CLASSIFICATION INTERNAL PRESSURE COEFFICIENT A - 33.4 PSF B - NIA C - 27.8 PSF D - NIA ALL GLAZED DOORS AND WALL PANELS THAT EXTEND TO LESS THAN 18" ABOVE THE FLOOR LEVEL ARE TO BE OF SAFETY GLASS. 145 MPH I �h II � lw B ENCLOSED .18 I'1(D f%A) Ott ' w F o 1/40 Nd /yqt4 C/�yQNq� E(841 Fn/NCOO6 cot) MPt y I,yn,N ?Fph RNA<<ct � OAF SIN CTy�Ftv� pZZV�F2 Ayy �- �9M/ R� NCR <<S SCOPE OF W0� THE BUILDING IS TO BE CONVERTED INTO A RESTAURANT THE EXISTING BUILDING IS TO BE MODIFIED AS PER THESE PLANS THE EXISTING ELECTRICAL IS TO BE MODIFIED. BCC =01=1113=0 THE PRODUCTS AND PROVISIONS THESE PLANS APE DESIGNED AND THE PINELLAS PARK, FLORIDA. WORK HTO BE HEREQUIREPERFORMED INCOMPLIANCE LIVING FOODS OASIS SPECIFIED IN THESE PLANS REPRESENT WITH THE REQUIREMENTS OF THE 2014 THE MINIMUM ACCEPTABLE STANDARDS. FLORIDA BUILDING CODE (FIFTH EDITION) SITE PLAN /GENERAL NOTES MATERIALS AND PROCEDURES THAT ARE BAII, B COMPATIBLE WITH OR EXCEED THESE ADDRESS: 38201 OTH. AVE SPECIFICATIONS ARE ACCEPTABLE 45894 ZEPHYRHILLS FLORIDA SUBSTITUTES JrW. 721 526 8807 s� owo W'Lli. "'a"'r•f=;� am p 02-01-16-01 c""L sc" '-1' 0ATE FEBRUARY 2016 1 OF 8 2 I1 HI F Fl D ul F 11-1 11 1 I 1 11 91'11TI, 1 1_ ,IN I EXISTING FLOOR (DEMOLITION./ FOUNDATION PLAN WICV I WIF FOUNDATION SECTIONAL DETAIL EWALK CANOPY SIDEWALK CANOP D THIS AREA NOTE: AN%WR 8NQUODUUM THE PRODUCTS AND PROVISIONS THESE PLANS ARE DESIGNED AND THE PINELLAS PARK, FLORIDA. RK IS TO BE PERFORMED IN SPECIFIED IN THESE PLANS REPRESENT w WITH THE REQUIREMENTS OF THE2014CE LIVING FOODS OASIS THE MINIMUM ACCEPTABLE STANDARDS. FLORIDA BUILDING CODE (FIFTH EDITION) MATERIALS AND PROCEDURES THAT ARE EXISTING FLOOR /DEMOLITION PLANS /DETAILS COMPATIBLE WITH OR EXCEED THESE W. EARi. B BMW PIL ADDRESS:PROPERTY 38201 10 TH. AVE SPECIFICATIONS ARE ACCEPTABLE 45894ZEPHYRHILLS FLORIDA SUBSTITUTES W. "7 516 8807 M. a►wur. COm say �scw W. awa wo 02-01-16-01 6! dnn�®aa 3CAZ •_�� oYvE FEBRUARY 2016 ow 2 OF 8 I 2 T 19 F E 17 c H ICE F E rn 12 ® BATTERY BACKED UP EXIT SIGN 120V 32 VA EMERGENCY LIGHTING 120V 32VA ILLUMINATES UPON A LOSS OF POWER BATTERY POWERED EXIT SIGN THAT 120-V 32VA ILLUMINATES UPON A LOSS OF POWER AND POINTS TOWARD THE CLOSEST EXIT ® EXIT SIGN OVER EGRESS DOOR 120V 32VA ERGESS DOOR FURNISHED WITH PANIC HARDWARE DOUBLE DOORS: CAL ROYAL # 7790V 36X96 I OD SURF VERT ROD SINGLE DOORS: CAL ROYAL #7720 EO 32D RIM. --�cx�—+- ERGESS PATH AND DISTANCE - 0 1 1 11 A eltil( NOTE: THE PRODUCTS AND PROVISIONS THESE PLANS ARE DESIGNED AND THE WORK IS TO BE PERFORMED IN COMPLIANCE SPECIFIED IN THESE PLANS REPRESENT WITH THE REQUIREMENTS OF THE 2014 THE MINIMUM ACCEPTABLE STANDARDS. FLORIDA BUILDING CODE (FIFTH EDITION) MATERIALS AND PROCEDURES THAT ARE an B �� COMPATIBLE WITH OR EXCEED THESE PE SPECIFICATIONS ARE ACCEPTABLE #45894 SUBSTITUTES Yard: Y21 526 880Y Ag"CZ MIGERNERWO PINELLAS PARK, FLORIDA. LIVING FOODS OASIS LIFE SAFETY / HVAC PLANS IOPERTY ADDRESS: 8201 OTH. AVE ZEPHYRHILLS , FLORIDA DNa ass No. 02-01-16-01 my Nm '��w�aI smml FEBRUARY 2016 low 4 OF 8 2 H G F I ul G C L [1] FAll ESTIMATED LOAD ANALYSIS PANEL A 42 POS ELECTRICAL PANEL 200 AMP 12012401 1-PH ITEM BREAKER WIRE Ll L2 CKT CKT Ll L2 WIRE BREAKER ITEM AIR HANDLER UNIT 30 AMPS #8 0 2250 1 2 0 0 NIA NIA NOT USED AIR HANDLER UNIT 30 AMPS #8 2250 0 3 4 0 0 N/A NIA NOT USED AIR COMP. UNIT 30 AMPS #8 0 1692 5 6 0 0 N/A NIA NOT USED AIR COMP. UNIT 30 AMPS #8 1692 0 7 8 0 0 NIA N/A NOT USED HOT WATER HEATER 30 AMPS #8 2250 0 9 10 0 0 NIA NIA NOT USED HOT WATER HEATER 30 AMPS 08 0 2250 11 12 0 0 NIA NIA NOT USED DINING OUTLETSILIGHTING 20 AMPS #10 920 0 13 14 0 0 N/A NIA NOT USED DINING OUTLETSILIGHTING 20 AMPS 010 0 1020 15 16 0 0 N/A N/A NOT USED EXTERIOR OUTLETSILTING 20 AMPS #10 0 920 17 18 0 0 N/A NIA NOT USED LIGHTING 15 AMPS 0 0 1040 19 20 0 0 NIA NIA SPARE BATHROOM 15 AMPS 912 0 NO 21 22 0 0 NIA N/A SPARE BATHROOM 15 AMPS 012 240 0 23 24 0 0 NIA NIA SPARE WASHER 20 AMPS 010 $40 0 25 26 0 0 NIA NIA SPARE DRYER 30 AMPS 08 2500 0 27 28 0 0 NIA N/A SPARE DRYER 30 AMPS 08 0 2500 29 30 0 0 NIA NIA SPARE NOT USED NIA NIA 0 0 31 32 0 0 NIA NIA SPARE NOT USED NIA N/A 0 0 33 34 0 0 N/A N/A SPARE BATHROOM 15 AMPS 012 280 0 35 36 0 0 NIA NIA SPARE NOT USED NIA N/A 0 0 37 38 0 0 NIA NIA SPARE NOT USED NIA N/A 0 0 39 40 0 0 NIA NIA SPARE SPARE NIA NIA 0 0 41 42 0 0 NIA N/A SPARE TOTAL LOAD 10972 11912 0 0 PANEL LOAD (KVA) 11.0 11.9 PANEL LOAD (AMPS) 91 A 99.3 150 AMPS ELECTRICL PANEL B ITEM PHASE A (VA) PHASE B (VA) PHASE C (VA) WIRING BREAKER(AMPS) ICE MAKER 1800 0 0 #10 20 AMPS AIR HANDLER UNIT 0 5630 56" #6 60 AMPS AIR COMP UNIT 2240 2240 0 #8 40 AMPS MOBILE HOT UNIT 3400 3400 0 #10 20 AMPS ICE MAKER 0 0 1200 #10 20 AMPS REFRIGERATOR 0 936 936 #10 20 AMPS DISH WASHER 2500 25M 0 08 30 AMPS DOUGH DIVIDER 0 500 S00 #10 20 AMPS SHEETER AND MOULDER 1820 1820 1820 #8 ZO AMPS FLOOR MIXER 0 1800 IBM 110 20 AMPS SPIRAL MIXER 2500 2500 2500 #8 40 AMPS FLOOR MIXER 3317 3317 3317 #8 40 AMPS OVEN 10222 10222 10222 13 100 AMPS CONVECTION OVEN 1260 0 1260 #10 20 AMPS PROOFING CABINET 10 3500 3500 08 40 AMPS PROOF BOX 2400 0 0 88 30 AMPS BREAD SLICER 3100 3100 0 08 40 AMPS FREEZER 2400 0 2400 08 30 AMPS COFFEE MAKER 750 750 0 410 20 AMPS BACK BAR COOLER 912 0 912 910 20 AMPS GRAB AND GO COOLER 1200 0 0 #10 20 AMPS SELF SERVE GRAB AND GO 0 0 1200 #10 20 AMPS POINT OF SALE 0 0 960 012 15 AMPS HOOD 1400 0 1400 N/A N/A LIGHTING 1040 0 0 112 15 AMPS LIGHTING 0 0 1040 810 20 AMPS EXTERIOR LIGHTING 640 0 0 #12 15 AMPS EMERGENCY LIGHTING 0 0 640 112 15 AMPS BATHROOM 0 0 240 012 15 AMPS BATH ROOM 0 0 240 812 15 AMPS OUTLETS 0 0 970 #10 20 AMPS OUTLETS ISO 320 0 #12 15 AMPS NOT USED 0 0 0 NIA NIA NOT USED 0 0 0 N/A NIA TOTAL LOAD 43091 42535 42687 356.425000 400 AMPS SERVICE TO BE REQUESTED 120 / 240 V, 3PH, 500 AMPS FROM TRANSFORMER - 4 BURNER RC ST RANGE 274.00 274,000 BTU BTU WOK RANGE 4 GLAVANIZED- 'l, j 411,000 BTU -1'M @ 2 PSI `�� FRYER 50.000 BTU STOCKPORT RANGE 240,000 BTU" GAIN @ t" tN,G. METER 2 PSI _GUTATOR 1' METAL ;." GALV A. 7" IN.C, FRYER GAS RISER DIAGRAM ADJUSTABLE OMETER SOCKET PROVIDED AND INSTALLED BY ELECTRICAL CONTRACTOR, PER POWER COMPANY SPECIFICATIONS. O TRANSFORMER PROVIDED AND INSTALLED BY POWER COMPANY 3O 2 1/2" CONDUIT WITH 6 - 3/0 (XHHW) CU. 141 EG 4O GROUNDING: 2- 10' COPPER 6' OC AND FASTENED TO EXISTING UG WATER LINES O400 AMP MLO INDOOR PANEL , 3-POLE 42 CKT ENCLOSURE WITH MIN 500 AMP BUSS RATING 6O 2 1/2" CONDUIT WITH 6 - 4/0 (XHHW) CU. 1- #1 EG 500 AMP, 3-POLE DISCONNECT SWITCH FUSED AT 500 AMPS W/ O CLASS "L" FUSES. PROVIDE SERVICE ENTRANCE RATED, NEMA 3R ENCLOSURE �8 2 1/2" CONDUIT WITH 6 - 4/0 (XHHW) CU. O9 1 1/2" CONDUIT WITH 3 - 1/0 (XHHW) CU. #4 EG 10 150 AMP MLO INDOOR PANEL , 3-POLE 42 CKT ENCLOSURE WITH MIN 200 AMP BUSS RATING ELECTRICAL RISER DIAGRAM MAIN SERVICE FROM POWER COMPANY TRANSFORMER STRAINER INTERCEPTOR SIZE: BOWL SIZE ...........16X16X14X3 = 10752 CUIN SERVICE SINK SIZE ...........14X14X12 = 2352 CUIN MOP SINK SIZE ............ 14X14X 4 = 784 CUIN DISHWASHER SIZE .............24 X 24 X 12 =6912 CUIN TOTAL CAPACITY ............ 20800 CUIN X .75 =15600 CUIN 15600 CUIN /231 CU IN PER GAL = 68 GALLONS TO DRAIN IN 1 MINUTE: 68 GALLONS PER MINUTE PIPE SIZE ...... 3' INTERCEPTOR SIZE 68 GPM MIN. INSTALLED AND OPERATED AS PER MANUFACTURER'S INSTRUCTIONS FLOOR AT SECONDARY RAINER OLES ■"° 0 0 0 0 °" FLA ING 10 0 0 O 4 0 0 01 , �leo0 0 o oeel� CLAMP l00 0 0 oeel -10 o 0 0 oeel� FLOOR DRAIN 10' MINIMUM INTERIOR DIMENSI❑N z w p 0 W OD F z >_ D f i tA LOCK -PIN DETAI SEE DETAIL ' AL TO PE SEWER DRAINAGE DETAILS 2" ILAV 1• .lHAND SINK 1 we 3" I3 3, H. SINK i D, WA�HER ` 3-COMP 3° I; Tc�' PLUMBINI EXISTING CONC. BOLLARD 10, SEE DETAIL MINIMUM INTERIOR DIMENSI❑ S RT-24 � I_ -lr II. III�1�1 II�I� •.�'��'��'c yerwDn CONC. / BOLLARD pppw � 1 1 ---------- NOTES, 1. ALL GATES MUST BE ABLE TO ROTATE A MINIMUM 135^ FOR VECHICULAR ACCESS. SINGLE —WIDTH DUMPSTER ENCLOSURE FROM St j TO EXISTING - - - IENT SERVICE WATER RISER DIAGRAM NOTE: THE PRODUCTS AND PROVISIONS THESE PLANS ARE DESIGNED AND THE WORK IS TO BE PERFORMED IN COMPLIANCE SPECIFIED IN THESE PLANS REPRESENT WITH THE REQUIREMENTS OF THE 2014 THE MINIMUM ACCEPTABLE STANDARDS. FLORIDA BUILDING CODE (FIFTH EDITION) MATERIALS AND PROCEDURES THAT ARE BAD. B �� COMPATIBLE WITH OR EXCEED THESE PIL SPECIFICATIONS ARE ACCEPTABLE 45894 SUBSTITUTES 5W. 72T 526 8801 ARCH 1311INERENG PINELLAS PARK, FLORIDA. LIVING FOODS OASIS ELECT CALCS / PLUMBINMG DETAILS ZEPHYRHILLS , FLORIDA W NO. owc "m 02-01-16-01 RLV N& 10 —1' QA1E FEBRUARY 2016 Ism 5 OF 8 HI Gi Fl EI I] c I .3 DI IYdS: wu r�r. C&M sm .AI.r91G �im�an�® imam. cem D 2 101 I C! III IN IN C PT POST FLOOIR LEVEL DECK SUB -FLOOR FASTENING DETAIL 2X6 PT OR COMPOSITE DECK FLOOR - LEVEL WITHJTHE EXISTING WITH 14. SPACING FASTENED TO 2X8 JOISTS WITH 2 - #10 X 312" GALV SIDS 2X6 PT FL FASTNED 2X8 PT FLOOR JOIST FASTNED TO POST EXISTING ALUM ROOF EXISTING 4' CONC SLAB- 4" CONC SLAB EXISTING 4X4 ALUM POST 4X4 PT POST EXISTING MASONRY BUILDING 2X6 PT FLOOR JOIST FASTNED TO POST DECK SECTIONAL DETAIL 04 PT POST EXISTING CONC SLAB- EXISTING BUILDING FLOOR LEVEL SECTIONAL DETAIL SOUTH VIEW DECK FLOOR FRAMING PLAN 04 ALUM POST --� ` NOTE: A&MM =0=1 001 tZ� DECK SECTIONAL DETAIL THE PRODUCTS AND PROVISIONS THESE PLANS ARE DESIGNED AND THE PINELLAS PARK, FLORIDA. WORK IS TO BE PERFORMED IN COMPLIANCE LIVING FOODS OASIS SPECIFIED IN THESE PLANS REPRESENT WITH THE REQUIREMENTS OF THE 2014 THE MINIMUM ACCEPTABLE STANDARDS. FLORIDA BUILDING CODE (FIFTH EDITION) MATERIALS AND PROCEDURES THAT ARE OPEN DECK DETAILS COMPATIBLE WITH OR EXCEED THESE Ir. BSI. B am !I L PROPERTY ADDRESS: 38201 OTH. AVE SPECIFICATIONS ARE ACCEPTABLE 45894 ZEPHYRHILLS FLORIDA SUBSTITUTES 9�: "1 526 8809 �� wa�P: u►wa� '� com sM FS" N& No No. 02-01-16-01 ry NO. O .W./J �® t1/N► com SGLF �_ " QAIE 9FiET % OF 8 1 FEBRUARY 2016 2 ml All 11 Al al f