5885 15th St - Laserfiche WebLink

Browse Search

1/2" CDX OR -1116" OSB ROOF SHEATHING NAILED P :R ROOF.SHEATHING DETAIL WITH SD N 41LS, USE STEEL PLYCLIPS AND GAF JNDERLAYMENT AND GAF SHINGLES RIDGE VENT AS SHOWN ON ELEVATIO 45 SEE TRUSS LAYOUT i 2X4 WOOD SUB FASCIA WITH ALUMINUM FASCIA, DRIP AND SOFFIT VINYL SINGLE HUNG WINDOWS I - 2X4 02 SPRUCE STUDS AT 16" OC WITH 1/2" CDX OR OSB WALL SHEATHING NAILED 3" OC ON ALL PLATES AND 4" OC ON VERTICAL STUDS. COVER WITH TYVEK HOUSE WRAP AND SIDING SINGLE 2X4 P.T. BOTTOM PLATE. SECURED WALL TO SLAB WITH 1/2" X 8" ANCHOR BOLTS 24" OC 311 *5 VERTICAL RODS PLACED DBL 2X4 02 SPRUCE TOP PLATE ALL TOP PLATE SPLICE MUST BE MINIMUM 4'0" NAILED 4" OC WITH 12D COMMON NAILS DBL 2X12 "2 PINE WITH ONE LAYER 1/2" PLYWOOD IN CENTER OVER ALL DOOR AND WINDOW OPENINGS ENGINEERED ROOF TRUSSES 24" OC MINIMUM R-30 INSULATION IN ATTIC AREAS 1/2" CEILING TYPE GYPSUM BOARD R-13 INSULATION IN WALLS WITH 1/2" GYPSUM WALL BOARD TYPICAL 4" CONCRETE SLAB WITH WIRE MESH OR FIBER MESH AND 6 MILL V15QUEEN OVER CLEAN COMPACT TERMITE TREATED SOIL BOTTOM OF FOUNDATION MINIMUM 12" BELOW GRADE AS SHOWN ON FOUNDATION 1611 TYPICAL 8" X 16" FOOTINGS WITH PLAN 2 EACH 05 REBAR ON CHAIRS 2X4 WOOD WALL DETAIL NOT TO SCALE THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2011 FLORII A BUILDING CODE 6TH EDITION AND THE 2011 FLORIDA BUILDING CODE - RESIDENTIAL 6 H EDITION. ARKAY ENGINEERING, INC.: A REGISTERED, LICENSED, FLORIDA PROF :55IONAL STRUCTURAL ENGINEERING COMPANY: HAS APPLIED "RATIONAL ANALYSIS" FOR TI E STRUCTURAL DESIGN OF THIS STRUCTURE. THE BUILDING (INCLUDING ALL COMPONENTS AND CLADDINGS) SHALL BE DESIGNED FOR THE FOLLOWING SUPERIMPOSED LOADS: SLAB: LIVE LOAD - 50 P,S,F, DEAD LOAD - 10 P.S.F. ROOF: LIVE LOAD (TRUSS TOP CHORD) - 20 P.S.F. DEAD LOAD (TRUSS TOP CHORD) - 10 P.S.F. (15 P.S.F. WHEN T .E ROOFING IS INSTALLED) DEAD LOAD (TRUSS BOTTOM CHORD) - 10 P.S.F. ASSUMED TRUSS SELF WEIGHT (DEAD LOAD) - 1 P.S,F, WIND: BUILDING IS DESIGNED TO CONFORM TO ASCE 1-10, CHAPTERS 26 TH :U 31: PER 2011 FLORIDA BUILDING CODE, RESIDENTIAL 6TH ADDITION - SECTION R301.2.1.1. AN[ 2011 FLORIDA BUILDING CODE 6TH ADDITION SECTION 1609 COMPONENT 4 CLADDING WIND LOADS WIND DESIGN ASSUMPTIONS: BUILDING EXPOSURE - B BUILDING RISK CATEGORY - II MEAN ROOF HEIGHT 30' OR LESS HEIGHT 4 EXPOSURE ADJUSTMENT COEFFICIENT = 1.0 ENCLOSED BUILDING INTERNAL PRESSURE COEFFICIENT = +/- 0,18 WIND SPEED SHOWN AT THE BOTTOM RIGHT CORNER OF THIS SHEET ALL STRUCTURAL ELEMENTS, EXTERIOR WALLS AND INTERIOR WALLS SHALL BE TYPE v CONSTRUCTION PER FBC 602.5 SOIL BEARING E COMPACTION: ALL OTHER BUILDING ROc F OVERHANG COMPONENT ZONE LOADS LOADS 1 N/A +32,3/-35.3 2 -65.1 +32.3/-56.2 3 -110.6 +32.3/-89.0 4 N/A +35.3/-38.2 5 N/A +35.3/-41.2 THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEAR 4G CAPACITY OF 2,000 P.S.F. (MINIMUM). THE CONTRACTOR/PROPERTY OWNER ARE RESPONSIBLE FOR VERIFYING THAT THE SOIL ON THE SITE IS PROPERLY PREPARED 4 COMPACTED SUCH THAT IT c AN SUPPORT A 2,000 P:S.F, FOUNDATION LOADING. ARKAY ENGINEERING, INC.: A REGISTERED, LICENSED, FLORIDA PROF :SSIONAL STRUCTURAL ENGINEERING COMPANY: DESIGNED THESE FOUNDATIONS WITHOUT VIS -ING THE CONSTRUCTION SITE NOR PERFORMING ANY SOIL TESTING, ARKAY ENGINEERING, INC. SHALL NOT BE RESPONISIBLE FOR THE 511 - SOILS ABILITY TO SUPPORT THE BUILDING LOADS. FOUNDATIONS E SLAB —ON —GRADE: BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATEF IALS WITHIN THE BUILDING AREA. ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA, SHALL E E COMPACTED SUCH THAT IT CAN ADEQUATELY SUPPORT A 2,000 P.S.F. FOUNDATIO 4 LOADING. SLAB SHALL BE PLACED OVER A 6 MIL VAPOR BARRIER ON CLEAN ADEQUATELY COMPACTED AND TERMITE POISONED SOIL, CONCRETE UTILIZED IN THE FOUNDATIONS AND SLABS SHALL HAVE A 111NIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 P.S.I. REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED Ir ACCORDANCE WITH ASTM A-615. LAP SPLICES, WHERE REQUIRED, SHALL BE A MINIT- JM OF 25" FOR 05 REBAR, 30" FOR 06 REBAR 4 35" FOR "-I REBAR. PLANS ARE ENGINEERED FOR A MAXIMUM STEMWALL HEIGHT OF 4 Cc URSES (AFTER FINAL SITE GRADING). THE CONTRACTOR OR BUILDING OWNER SHALL DETERMINE THE EXACT STEMWALL HEIGHT BASED UPON SITE CONDITIONS PRIOR TO F OURING THE FOUNDATION AND CONTACT ARKAY ENGINEERING WHEN MORE THAN 4 COURSES L 2E REQUIRED. A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKS RS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY THE REQUIRED BUILDING SETBACKS. GENERAL NOTES: MASONRY WALLS: PRE-ENG, TRUSSES STRIP PORCH CEILING; WITH IX4 02 SPRUCE 6 24" OC AND INSTALL BEADED VINYL CEILING SIMPSON LCE4 AT ALL CORNER POST AND AC6 AND INTERMEDIATE POST TO BEAM, FILL NAIL HOLES WITH IODX1 1/2" NAILS 6X6 PT WOOD POST SIMPSON ABUfofo POST BASE WITH 5/8"X6" EXPANSION BOLT IN SLAB AND FILL NAIL HOLES WITH 10DX1 1/2" NAILS PORCH SLAB 6Xro PT POST 4 $EAM DETAIL NOT TO SCALE SEE ROOF TRUSS PLAN SEE FLOOR PLAN 1 1/2" V.T.F CONCRETE MASONRY UNITS SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WITH ASTM C-90 AFTER ALL WORK IS COMPLETED, ANY LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND SHALL HAVE A MINIMUM F'M OF 1,500 P.5,1. AND WITHIN 12 INCHES OF THE BUILDING. THIS SHALL INCLUDE ALL GRADE STAKES, TUB TRAP BOXES FORMS, SHORING AND ANY OTHER CELLULOSE CONTAINING MATERIALS. MORTAR SHALL CONFORM TO ASTM C-210 AND SHALL BE EITHER TYPE M OR 5. THE DISTANCE FROM THE EXTERIOR WALL COVERING (EXCEPTIONS: PAINT AND DECORATIVE CEMENTITIOUS FINISHES LESS THAN 5/8 INCH THICK ADHERED DIRECTLY ONTO THE FOUNDATION REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE WALL) AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES TO ALLOW FOR INSPECTION WITH ASTM A-615, LAP SPLICES, WHERE REQUIRED, SHALL BE A MINIMUM OF 25" FOR FUTURE TERMITE INFESTATIONS FOR 05 REBAR, 30" FOR 06 REBAR 4 35" FOR 01 REBAR. TRUSSES: GROUT FOR THE POURED CELLS AND LINTELS SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE IF THE CONTRACTOR, TRUSS MANUFACTURER OR ANY OTHER DESIGN PROFESSIONALS REVISE THE OF 3/8", PLACED AT AN 8 TO 11 INCH SLUMP AND HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH TRUSS SYSTEM LAYOUT FROM THOSE SHOWN ON THESE PLANS ARKAY ENGINEERING, INC. IS OF 2,500 P.8.1. (WHEN TESTED PER ASTM C-1019). REQUIRED TO REVIEW ALL FINAL CONSTRUCTION DOCUMENTS FOR COMPLIANCE WITH THE DESIGN INTENT PRIOR TO COMMENCEMENT OF THE PROJECT. PROVIDE CLEAN -OUT OPENINGS (12 SQ, IN,) IN CELLS CONTAINING SPLICED REINFORCEMENT, WHEN THE GROUT POUR EXCEEDS 5 FEET IN HEIGHT. EXTERIOR WINDOWS f DOOR ASSEMBLIES: ALL EXTERIOR WINDOW 4 GLASS DOORS SHALL BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA TIMBER MATERIALS: 101/182 STANDARDS AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER, ALL TIMBER MATERIALS SHALL BE AS FOLLOWS: PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY. ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED AND APPROVED ALL MULLIONS AND ADJACENT DOOR/WINDOW ASSEMBLIES SHALL BE TESTED OR ENGINEERED TO PRIOR TO REQUESTING THE FRAMING INSPECTION. TRANSFER 1.5 TIMES THE DESIGN LOADS TO THE ROUGH OPENING SUBSTRATE. INSTALL ALL WINDOW 4 DOOR ASSEMBLIES PER THE MANUFACTURERS ANCHORING RECOMMENDATIONS IF DESIRED, EQUIVALENT CONNECTORS MADE BY ANOTHER SUPPLIER MAY BE USED IN PLACE OF THE TO ACHEIVE THE DESIGN PRESSURES SPECIFIED. "USP" OR "SIMPSON" CONNECTORS SHOWN. ALL LUMBER IN CONTACT WITH MASONRY WILL BE PRESSURE TREATED ELECTRICAL, PLUMBING 4 MECHANICAL: MATERIALS INTERIOR STUD WALLS TO BE OF 2 X 4 �2 SPRUCE OR BETTER WITH SINGLE 2 X 4 P.T. IN ACCORDANCE WITH CHAPTER 411.003(2XU OF THE FLORIDA ADMINISTRATIVE CODE: ELECTRICAL RD E ER R , PINE BOTTOM PLATE AND SINGLE 2 X 4 02 SPRUCE TOP PLATE WITH STUDS SPACED PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTORS TO MAXIMUM 24" OC. WALLS TO HAVE I/2" GYPSUM BOARD EACH SIDE, WITH WALLS AT MEET ALL APPLICABLE CODES. THE ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS DRAWN HEREON GARAGE TO HAVE MINIMUM R-II INSULATION ARE BASED UPON A DESIGN PROVIDED BY THE OWNER TO ADDRESS HIS/HER REQUIREMENTS. ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN (WITHIN 6 FEET OF SINKS), GARAGE AND AT SOIL TERMITE TREATMENT: EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND -FAULT INTERRUPTER "GFI" CIRCUIT. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING PESTICIDES ALL ELECTRICAL OUTLETS IN BEDROOMS SHALL BE WIRED INTO AN ARC -FAULT INTERRUPTER APPLIED TO SOIL, OR WOOD, BAITING SYSTEMS, OR OTHER APPROVED PROTECTION LABELED FOR "AFI" CIRCUIT. USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. A "CERTIFICATE OF COMPLIANCE" SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED SAFETY GLAZING: PEST CONTROL COMPANY BEFORE A "CERTIFICATE OF OCCUPANCY" WILL BE ISSUED. THE CERTIFICATE E SHALL STATE THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSES OF GLAZING PER THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN (1) GLAZING IN SWINGING DOORS, FIXED AND SLIDING PANELS OF SLIDING DOOR TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA ASSEMBLIES. DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." (2) GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PORTION OF A BUILDING WALL IF A REGISTERED TERMITICIDE BAIT SYSTEM IS TO BE USED FOR SUBTERRANEAN TERMITE PREVENTION, ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS ABOVE DO NOT APPLY. A SIGNED FIVE YEAR CONTRACT FROM THE ISSUE OF THE CERTIFICATE OF OCCUPANCY ASSURING INSTALLATION, MAINTENANCE AND MONITORING OF THE THAN 60 INCHES ABOVE THE DRAIN INLET. / BAITING SYSTEM SHALL BE PROVIDED TO THE BUILDING OFFICIAL PRIOR TO THE SLAB POUR. THE SYSTEM (3) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE MUST BE INSTALLED PRIOR TO FINAL BUILDING APPROVAL. THE NEAREST VERTICAL EDGE IS WITHIN A 24 INCH RADIUS OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE INITIAL SOIL POISONING TREATMENT SHALL BE DONE AFTER ALL EXCAVATION, FINISHED FLOOR OR WALKING SURFACE. BACKFILLING 4 COMPACTION ARE COMPLETE (4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS (2) AND (3) ABOVE. THAT MEETS ALL OF THE FOLLOWING ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RE -TREATED CONDITIONS: 05 VERTICAL RODS FROM FOOTINGS (INCLUDING ANY BOXED OR FORMED AREAS) - BELOW TO TOP OF STEM WALL. PLACE BOXED AREASWITTHE CONCRETE SLAB FOR INSTALLATION TRAPS SHALL MADE A) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQ. FT. AT ALL CORNERS AND SPACED MAXIMUM 4' 0' OC PERMANENTT METAL PLASTIC FORMS. PERMANENT FORMS MUST OFF AN B) BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR. ADD TO ADEQUATE SIZE 4 DEPTH TO ELIMINATE ANY DISTURBANCE OF THE SOIL AFTER THE C) TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR. INITIAL TREATMENT. D) ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE PLANE OF THE GLAZING. A MINIMUM 6 MIL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION, IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE -TREATMENT REFER TO THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308 FOR ADDITIONAL AREAS SHALL BE REQUIRED THAT MAY BE CONSIDERED A HAZARDOUS LOCATION FOR THE PURPOSE OF GLAZING. ATTIC ACCESS: ANY CONCRETE OVERPOUR, MORTAR OR STUCCO MATERIALS ALONG THE FOUNDATION PERIMETER MUST BE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT ATTIC ACCESS SHALL BE PROVIDED TO ATTIC AREAS EXCEEDING 30 SQ, FT, AND HAVING MINIMUM 30 INCHES OF VERTICAL HEIGHT. ROUGH -FRAMED OPENING NOT TO BE LESS THAN 22 X 30 INCHES. EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WHEN MECHANICAL EQUIPMENT IS LOCATED IN THE ATTIC, IT SHALL BE INSTALLED IN ACCORDANCE WITHIN 12 INCHES OF THE STRUCTURE SIDE WALLS WITH THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION M1305,1.3 AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE INSTALLED AFTER CONSTRUCTION IS COMPLETE (INCLUDING LANDSCAPING AND IRRIGATION). ANY SOILS DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED, SHALL BE RE -TREATED. GARAGE: NO OPENINGS SHALL BE PERMITTED FROM A GARAGE INTO A SLEEPING ROOM. OTHER OPENINGS CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 12 INCHES AWAY FROM THE BETWEEN THE GARAGE AND RESIDENCE SHALL HAVE A DOOR (MIN. 1 3/5" THICK), OF SOLID WOOD, BUILDING SIDEWALLS SOLID OR HONEYCOMB CORE STEEL, OR 20-MINUTE FIRE -RATED WITH SELF CLOSING HINGES. WALLS SEPARATING THE GARAGE AND RESIDENCE SHALL HAVE MIN. 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. THE CEILING SHALL HAVE MIN. 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED BY ALL HABITABLE ROOMS ABOVE WITH MIN. 5/8" 'TYPE-X' GYPSUM BOARD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R309 30'a" I I I I I r- - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - , I I I I I I I I I I I I PORCH SLAB 4" BELOW I I I I I I I I I I-:OUSE FINISH FLOOR I I I I I I I I I I i I I I I I , I , I , , I I 1 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 I I I I I I , I I I I I I I I I I I I I I , I 1 I I I 1 I 1 I I I I 11/2" V,T,R. i I I I I I I I I I I 1 I I , , I I I I I I I I I I I I , I I b I I I 1 ct— I ; I ' , I I I I I I I 2" V.T. , I , I 1 I I I I I I I I I I 1 I I I I I I 9 , I I i I I I I I I jf I I 1 , , I I I I I � I � I 1 I - I I o I I I I - I I Lu N I I/2" V.T.R. N I w I I Q I I I I WASHER I I I � , , I I , I I I I I I I I I I I I 14' 4" 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 1 f I I I I I I I I I O I O I I 1 I LL , I Lu I Q I I W O I , I I I I I I I I I I I I I I I I I GARAGE SLAB 4" BELOW , I , 1 HOUSE FINISH FLOOR I I I I I I , I I I I , I , I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I I I I I II- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -_ - - - - - - , 1 I I I I I I I I I I I I - , PORCH SLAB 4" BELOW HOUSE FINISH FLOOR I I I I I I I I I - ----------------------------------------ol , FOUNDATION 4 SANITARY PLAN 1/411 _ 11 O11 ARKAY ENGINEERING STRUCTURAL ENGINEE RICHARD L. /KIDE=*f'f=).9, FLORIDALICER 3125S I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE FLORIDA BUILDING CODE 2011 6TH EDITION AND ASCE 1-10 FOR 139 MPH WIND ZONE RISK CATEGORY 11 AND THE ENTIRE 20115UILDING CODE RESIDENTIAL 6TH EDITION cM U N (M z Q 0 O r p .J LL N ti z - �L? (D _ U U N u') Z W LD xM Q Q W 0 LL W O Q o Q Z C N N m LO 0 00 m al LO } cM W 2 ujLL _U LL O N 00 rr d) Mal M al �tClvo r as Lu "l m cqQalU z toN -1 V V u- to ° Z � Qo a O lL W Z Q) > u 1 Z w� i L �`tUl ooLa 93 U _l W \QLD Y iL 01 O Q Q l!J 0 LIVING 1382 GARAGE 310 FRONT FORCH 80 REAR PORCH 12 TOTAL ISO4 FIS 2OF4 ARKAY 17791