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HomeMy WebLinkAbout6740-6750 Bassword Cir. - - ­ -I-- - - ENGINEER'S MITES: 1, DESIGN WIND SPEED: 140 MPH V,tt/ 108 2, RISK CATEGORY PER Talc�e 1604,5 : II 3, EXPOSURE CATEGORY = #B// MPH \�,,, 3 sec gust 4, INTERNAL PRESSURE COEFFICIENT = +/- 0.18 5, COMPONENTS & CLADDING DESIGN PRESSURES (ROOF) ZONE 1@ 10 SQFT 20.3/-32.3 ZONE 2 @ 20 SQFT 18,5/-51,7 ZONE 3 @10 SQFT 20.3/-83.1 (WALLS) ZONE 4 @ 20 SQFT 33.7/-36,7 ZONE 5 @ 20 SQFT 33,7/-44.0 PER ASCE 7-10: CODES: FLORIDA RESIDENTIAL CODE, FLORIDA BUILDING CODE, 2010 EDITION, E: 5-B BUILDING CODE REQUIREMENTS FOR REI (ACI 318-02) SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDINGS (ACI 301) BUILDING CODE REQ NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION, LATEST EDITION APA PLYWOOD DESIGN SPECIFICATION TRADE, HALL APPLY: PLUMBIN MECHANICAL, FUEL GA&IENERGY EFFICIENCY, ACCESSIBILITY, AND LATEST hITION NATIONAL EL EC CAL CODES (NFPA 70), ORDINACE 92-19 - APPENDIX 'J' TO FBC PLUMBING 2010 CODE. 1. TANK TYPE WATER CLOSET VOLUME - 1,6 GALLONS 2. WALL MOUNT WATER CLOSET VOLUME - 3.5 GALLONS, 3. WATER - FLOW RATE PUBLIC FACILITIES 0. 5 G. P. M. PRIVATE FACILITIES 2.2 G. P. M � SHOWER HEADS 2.5 G. P. M. 4. PVC IS NOT ALLOWED AS INTERIOR WATER PIPING, IT IS ALLOWED FOR WATER IDE OF THE HOME, CPVC IS ALLOWED FOR INTERIOR AND EXTERIOR USE. THE MINIMUM SIZE SULLY LINE FOR A HOME IS 3/4'. N CRITERIA AREAS LIVE LOADS DWELLING 40 psf 10 PSF BALCONIES 40 psf 10 psf SHINGLE ROOF 20 psf 10 psf BUILT-UP ROOF 20 psf 10 psf TILE ROOF 25 f 15 Psf ING R`HALL COM LY WITH THE 2010 FBC: 1. PORCHES AND BALCONIES - FBC-R CHAPTER 3 2. HANDRAILS - SECTION R311.7,7 3, GUARDRAILS - SECTION R312 F MORE THAN 30- ABOVE GRADE RAIL. GUARDRAILS MINIMUM OF 36' HIGH FOR DWELLING UNITS AND SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL PATTERN SUCH THAT RE CANNOT PASS. 4. STAIRS - SECTION R311.7 5, CHIMNEY & FIREPLACE - FBC-R CHAPTER 10 6. EGRESS WINDOWS - SECTION R311 SS. THE MAXIMUM SILL HEIGHT FOR EGRESS WINDOWS IS 44 INCHES ABOVE THE FLOOR, THE CLEAR OPENING HEIGHT IS 22', THE CLEAR OPENING WIDTH IS 20' AND THE NET CLEAR OPENING AREA IS 5 SQ. FT. FOR GROUND FLOOR WINDOW AND 5.7 SQ. FT, FOR A SECOND STORY WINDOW. GENERAL NOTES: OVIDE CERTIFICATION/RATING THAT THEIR WINDOWS AND DOORS INFORMATION WITH THEIR PRODUCTS. ECIFICATIONS (CUT SHEETS) ON SITE AT THE TIME OF INSPECTION FOR REVIEW BY THE BUILDING INSPECTOR, ALL HURRICANE CLI ICATIONS. IF DESIRED, EQUALVENT CONNECTORS MADE BY ANOTHER ENTS. PROVIDE ADEQUATE BRACING, SHORING AND ANY OTHER TEMPORARY SUPPORTS ORK, ALL DOORS INTERIOR & EXTERIOR ARE 6'-8' UNLESS OTHERWISE NOTED ALL WINDOWS WITHIN 24' OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18, OF FLR TO BE TEMPERED GLASS, (FBC, R308) ING SHALL BE A MINI SS THAN 24 INCHES. IF USED FOR STORAGE, ALL ATTICS MUST HAVE AT LEAST 1 RY, ALL ELECTRICAL WIRING INSTALLED WITHIN 6 FT OF THE A ARD STRIPS, (FBC , R807) FIRE -STOPPING SH CUT OFF ALL VERTIC OPENINGS SUCH ASi CONCEALED SPACES IN SOFFITS, DROP CEILING, COVE CEILINGS BETWEEN STAIR NTS AND PIPES, FII�ESTOPPING, IF OF WOOD, -INCH NOMIMAL WOOD OR 2 THICKNESS OF 1-INCH NOMINAL WOOD, HURRICAN CLIPS AR S. IF PLYWOOD OR DSB SHEATHING DOES NOT OVER TOP PLATE, HURRICANE CLIPS MUST BE COVER BOTH TOP PLATES, UPLIFT PROTECTIONi PLYWOOD OR OSB COVERING ENTIRE EXTERIOR OF HOME WITH NAILS SPACED 3' D.C. AT TOP AND BOTTOM, 6 O,C. ON EDGES AND THE REMAINDER AT 12' D.C. OR PLAYWDOD OR OSB AT CORNERS, R &ING ON EVERY EXTERIOR STUD, CRIPPLE, JACKSTUD ETC, AT TOP AND BOTTOM, SITE WORK: FOUNDATION DESIG LOWABLE SOIL PRESSURE OF 2000 PSF, SHOULD FIELD CONDITIONS INDICATE THIS MINIMUM CONDITION DOES NOT EXIST, THE SUBCONTRACTOR SHALL IMMEDIATELY NOTIFY CONTRACTOR. THE S OPTIMUM DENSITY. AS DETERMINED BY ASTM -1557 (MODIFIED PROCTOR) SOIL COMPACTION T NG CONCRETE, NEAT EXCAVATED WHERE POSSIBLE WITH MATERIALS. WHERE NEAT EXCAVATION IS NOT POSSIBLE FOOTINGS EXCAVATED SHALL BE OPEN CUT WITH RACED. ALL FOOTINGS WITH FOR TOP OF FOOTING WITH SELECT FILL. THE BOTTOM EXCAVATION SHALL BE CLEAN AND DRY WITH ALL LOOSE MATERIAL REMOVED FACE. PROVIDE SOIL TREATMENT FOR TERMITES FOUNDATION INSPECTIONS A FOUNDATION SURV BUILDING INSPECTORS USE, OR ALL PRO SETBACKS. 1. CONCRETE TO BE NORMAL WEIGHT WITH THE FOLLOWING MINIMUM COMPRESSIVE STRENGTHS AT 28 DAYS, RADE SLAB FILL ..... 3000 PSI MASONARY WALL TIE BEAiqS, TIE COLUMNS ..... 3000 PSI 2, CONCRETE SHALL BE READYMIX PER ASTM C94i NO CALCIUM CHLORI AIR ENTRAINING - ASTM C260 WATER REDUCING - A 3, REINFORCING STEED ASTM A615 GRADE 60, DEFORMED BARS 4. REQUIRED SLUMP RANGE - 3' - 5' 5, WELDED WIRE FABRIC - ASTM A185 UBSTITUTED FOR WWF 6, MOISTURE BARRIER: 6 MIL POLYETHYLENE 7.CODES AND STANDARDS1 ACI 301 'SPEC FOR STRUCTURAL CONCRETE FOR BUILDINGS,' ACI 305 'RECOMMEN ACI 318 'BLDG CODE REINF. CONCRETE.' ACI 315 'DETAILS AND DETAILING OF CONCRETE REINFORCEMENT,' 8. REFORCING BAR COVER, FOOTINGS 3' COLUMNS 1 1/2' BEAMS AND WALLS 1 1/2' SLABS 3/4' (INTERIOR) 1 112' (EXTERIOR) 9. PROVIDE CORNER BARS AT ALL WALL FOOTING CORNERS TO MATCH HORIZONTAL BARS, (25' MINIMUM LAP) 10. ALL BUILDING S K, FIBER -MESH CONC OR REINFORCED WITH 6X6-W1,4 W.W.F. ON 6 MIL VAPOR BARRIER, 'J' BOLTS -USE 5/8'X8' 'J' BOLT WITH 7' ENBEDMENT AND 1' PROJECTION WHEN INSTALLED ONCRETE, WASHER 3'X3'Xl/8' S-USE 5/8'X3 112' IMBED AT LOCATIONS IN LIEU OF 5/81X81 'J' BOLTS X4-1/4' IMBED WITH 2' MIN EDGE DISTANCE 3/4'X7' INBED) USED IN LIEU OF 5/8'X8' 'J' BOLTS 12, FOOTING SIZES SHOWN ARE TYPICAL ONLY FOR STATED SOIL BEARING PRESSU COMPACTION, CONTRACTOR SHALL BE RESPONSIBLE FOR FOOTINGS COMPLYING WITH THE DESIGN PECIFIC SOIL CONDITIONS. (REFER TO FBC-R 403 TABLE R40311) STEMWALL - 20' WIDE X 12' DEEP W/2 #5 REBAR MONOLITHIC - I STORY (20' DEEP X 12' WIDE), 2 STORY (20' DEEP X 16' WIDE) FIREPLACE - 12' DE 13,PROVIDE 1/2' EXPANSION JOINT MATERIAL BETWEEN ALL CONCRETE SLABS AND ABUTTING HEATED AREA'S. MASONRY WALLS: 1. HOLLOW LOAD BEARING UNITS (CMU) SHALL CONFORM TO ASTM C90, NORMAL WEIGHT, TYPE I, GRADE N, MINIMUM NET COMPRESSIVE STRENGTH = 1900 PSI 2,MORTAR SHALL BE TYPE M OR S AND CONFORM TO ASTM C270. 3,CONCRETE GROUT SHALL CONFORM TO ASTM C476i 3000 PSI AT 28 DAYS 8' - 11' SLUMP 4. BARS SHALL HAVE MINIMUM CLEARANCE OF 1/2' FROM MASONRY, THE CLEAR DISTANCE BETWEEN AN 1'. 5, VERTICAL REINFORCING SHALL BE AT ALL CORNERS S OVER 4 FT. WIDE GRIDER LOADS, AND NOT TO EXCEED 8'-O' O/C FO� STRAIGHT WALLS, OR AS SHOWN ON THL DRAWINGS. 6. FILL CELLS WITH CONCRETE GROUT AS SPECIFIED. PROVIDE ACI 90 DEGREE STANDARD HOOKS INTO FOOTING AND TIE BEAMS, 7, REINFORCING BARS SHALL BE STRAIGHT FOR BENDS AROUND CORNERS AND WHERE BENDS OR HOOKS E PLANS, 8. REINFORCING BARS SHALL BE LAPPED 25' MIN WHERE SPLICED AND SHALL BE WIRED TOGETHER. TABLE R301.2123 WIND SPEED CONVERSIONS 0"101c vul, 100 110 120 130 140 1 150 1 160 1 170 1 190 1 200 Vis. 7BT85 93 . 101 loe 1 116 1 124 1 139 1 147 1 155 l our = o.447 m/s a, Linear interpolation is permitted. b- V.rd = nominal desIgn wind speed c, V,At = ultimate design wind speed determined from Figure R301.2(4) 9, WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE SLOPED ZONTAL IN SIX VERTICAL, DOWELS SHALL BE GROUTED INTO A CORE IN VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCEMENT, DS 5'. PROVIDE 4'X4' OBSERVATION HOLE TO VERIFY CONCRETE GROUT PLACEMENT, JOINTS. PROVIDE COMPLETE COVERAGE FACE ING, HORIZONATL AND VERTICAL. FULLY MORTAR WEBS IN ALL COURSES OF PIERS, COLUMNS, AND PILA T TO GROUTED CELLS. 12. PROVIDE 8'X8' PRECAST REINFORCED CONCRETE LINTELS OVER ALL MASONARY OPENINGS NOT SHOWN TO BEAM, MINIMUM END BEARING = 8' (MINIMUM CAPICITY OF 1000 PLF.) CAVITY CAPS, 6- WIRE MESH, OR DUR-O-STOP BY DUR-A-WALL, INC, WHERE REQUIRED TO RETAIN GROUT IN VERTICAL CELLS. SPECIFICATIONS, PRE -CAST LINTELS HAVE BEEN REVIEWED AND PLACED BASED ON DESIGN ALLOWABLE PROVIDED BY SPECIFIED PROVIDER, ENGINEER OF RECORD MUST PROVIDE IN WRITING ANY CHANGE IN LINTEL MANUFACTURER, ALL OTHER STRUCTU MUST SUBMIT DESIGN LOAD INFORMATIO CORD FOR APPROVAL, ENGINEER OF RECORD RESERVES THE RIGH ROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATO SIBLE FOR INSURING INFORMATION REQUESTED MITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE, CARPENTRY: 1. DIMENSIONED LUMBER SHALL BE DRESSED S4S, AND SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'S ASSOCIATION, 2. ALL LUMBER SHALL BE SOUND E FROM WARP, 3. ALL STRUCTURAL BEAMS AND kEADERS SHALL BE SOUTHERN YELLOW PINE (SYP,) NO. 2 GRADE OR BETTER, RESSES AS FOLLOWS, E = 1,600,000 PSI 1% MAXIMUM MOISTU D BEARING WALLS MAY BE UTILITY GRADE, 4, ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHAL TED. 5. PRESSURE TREATED LUMBER SHALL BE IMPREGNATED WITH A CCA SALT TREATMENT IN ACCORDANCE WITH F,S. TT-W-571 AND BEAR THE AMERICAN WOOD PRESERVERS INSTITUTE EQUALITY MARK LP-2, 6. SHEATHING FOR ROOFS AND WALLS SHALL BE APA RATED (EXPOSURE 1) SHEATHING WITH EXTERIOR GLUE. ITH PLYCLIPS. (MAXIMUM 24' D.C.) ROOFING (FIBERGLASS SHINGLES) 1. THE INSTALLATION OF FIBERGLASS SHINGLES SHALL COMPLY WITH THE PROVISIONS OF FRC R905. 2, FIBERGLASS SHINGLES SHALL BE FASTENED TO SOLIDLY SHEATHED DECKS. 3. UNLESS OTHERIWSE NOTED, REQUIRED UNDERLAYMENT SHALL CONFORM WITH ASTM D 226, TYPE I, OR ASTM D 4869, TYPE 1. 4. SELF-ADHERIN POLYMER MODIFIED BITUMEN SHEET, SELF -ADHERING POLYMER MODIFIED BITUMEN SHEET ASTM D 1970. 5, FIBERGLASS SHINGLES SHALL HAVE SELF -SEAL STRIPS OR BE INTERLOCKING, AND COMPLY WITH ASTM D 225 OR ASTM D 3462. 6, FASTENERS FOR FIBERGLASS SHINGLES SHALL BE GALVANIZED, STAINLESS STEEL, ALUMINUM OR COOPER ROOFING NAILS, MINIMUM 12 GAUGE (0,105 INCH) SHANK WITH A MINIMUM 3/8 INCH DIAMETER HEAD, OF A LENGTH To THE CORROSION RES AILS AND SCREWS SHALL MEET ASTM A641, CLASS I OR EQUAL, THE CORROSION RES THAN 3/4 INCH THICK THE NAILS SHALL PENETRATE THROUGH THE SHEATHING, 7,FLASHING MADE F CORROSION RESIST &FIBERGLASS SHINGLES SHALL BE SECURED TO THE ROOF WI SHINGLE OR TWO FASTENERS PER INDIVIDUAL SHINGLE, UNLESS OTHERWISE NOTED FIBERGLASS SHING WITH ASTM D 3161 (MODIFIED To 110 MPH) bR M-DC PA 107-95. PROTECTION AGAINST TERMITES R318 Termite f,crotection shalt be provided by registered termItIcIcIes, Including soil applied ,,Pesticides, baiting systems, and pes Ides applied to wood, or other app ermite protection la et ed for use as a preventative treatment to new construction (see Section 202, Registered Termiticicle), Upon completion of the application of the termite rotective treatment, a certiflcQte of compliance shot[ be Issued to the building LicenseTpest control compan contains the foL Ing statement, 'The building has received a sub y L'orweatment Is In accordance with rules and com t revention of erranean termites, Lawsp e FLorlga Department of Agriculture and Consumer Services,' R31811 nean termite prevention, the Initial chemical soil treatment Inside the foundation perimeter shalt be done after at[ excavation, backfitling and compaction Is complete. R31812 If soil treatment Is used for subterranean termite prevention, soil area disturbed after Initial chemical soll. treatment shot[ be retreated with a chemical soil treatment, Including spaces boxed or formed. R31813 If soil treatment Is used for subterranean termite prevention, space In concrete floors boxed t Installation of plumbing traps, drains or any other purpose shall be created by using fLoLstIc or metal permanently placed for's of sufficient depth to ellmlnate any planned soil disturbance after nitIaL chemlcaL soil treatment. 7. NAILING FOR PLYWOOD ROOFS AND WALL SHEATHING SHALL BE 8d COMMONS @ 4' D.C. @ PANEL EDGES, R31814 AND 6' D.C. INTERMEDIATP FOR 1/2' SHEATHING OR LESS. NAILING FOR STRUCTURALLY APPROVED If soil treatment Is used for subterranean termite reventlon, chemlca(L l be protected with I '�XqELS (1/4'+) SHALL BE 6d COMMON @ 4- D.C. AT PANEL EDGES, AND 6- 11 , C. Pinfall, cillution. If ra ARCHITECTURAL WALL a minimum 6 mIL vapor retarder to protect against ra �nfal.( occurs before vapor retarder INTERMEDIATE, placement, retreatment Is required. Any work, Including placement of reinforcing steel, clone after chemical 8. ALL FLOORING MATERIAL TO BE 3/4' T&G PLYWOOD, NAILED AND GLUED TO FLOOR JOISTS, FLOOR NAIL treatment until the concrete floor Is poured, shalt be done In such manner as to avoid penetrating or WITH 10d NAILS AT 3' D.C. AT PANEL EDGES, 6- D.C. IN THE FIELD. STAGGER NAILS AT 2. D.C. AT disturbing treated soil. OD SHEATHING, R31815 9, INSTALL BRIDGING IN ALL (2X) FLOOR OR ROOF JOISTS AT 8'-O' MAXIMUM. INSTALL BLOCKING IN ALL If soil treatment Is used for subterranean termite prevention, concrete overpour or mortar accumulated BEARING WALLS AND PARTITIONS OVER 9'-O' @ MID -HEIGHT, BRACE GABLE END WALLS AT 41-O' D.C. along the exterior foundation perimeter shall be removed prior to exterior chemical soil treatment, to enhoLnce WHERE WALL FRAMING IS NOT CONTINUOUS FROM FOUNDATION TO ROOF. vertical penetration of the chemicals. 10. ALL NAILING AND BOLTING SHALL COMPLY WITH AMERICAN INSTITUTE OF TIMBER CONSTRUCTION R31816 REQUIREMENTS, ALL NAILS EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED. If soil treatment Is used for subterranean termite prevention, chemical soil treatments shalt also be applied 11. ALL CONNECTION HARDWARE SHALL BE GALVANIZED AND SUPPLIED BY SIMPSON STRONGTIE CO, OR under oLLL exterior concrete or grade within 1 foot (305 mm) of the primary structure siclewaLLs, Also, a vertical EQUIVALENT, SUBMIT CUT SHEETS FOR ALL CONNECTION HARDWARE TO CONTRACTOR FOR APPROVAL, chemIcaL barrier shall be applIed promptly after construction Is completed, IncLuclIng InItIaL Landscaping anci IrrIgatIon/sprInkLer Installation. Any soil disturbed after the chemlcaL vertical barrier Is app(led shall be 12,PRD%,,'IDE A SINGLE PLATE AT THE BO romptky retreated. WALLS, STAGGER END JOINTS IN DOUBLE PLATES AT LEAST 4'-O'. 2X4 SILL PLATES FOR BEARING �31817 AT A MAXIMUM OF 4'-O' O,C. If a registered termItIclole formulated and registered as a loalt system Is used for subterranean termite 13. LOAD BEARING STUDS SHALL BE DOUB prevention, Sections R32011 through R32016 clo not apptyj however, a signed contract assurIng the Installation, ROVED ARCHITECTURAL WALL PANEL JOINTS, STUDS SHALL BE TRIPLED AT ALL maintenance and monitoring of the baiting system for a minimum of five years from the Issue of the certificate CORNERS, of t e provided to the building offIclat prior to the pouring of the slab, and the system must 14, WOOD LINTELS OVER OPENINGS SHALL BE DOUBLED 2X12 HEADERS UNLESS NOTES OTHERWISE ON PLANS, be Installed lor to flnaL building approval, If the baltIng system directions for use require a monitoring phase WITH CONTINUOUS 3\4' PLYWOOD FILLE MEMBERS, prior to Ins-ifa"tLation of the -?esticicleacLctivefin�hreecilent, -the Installation of the monitoring phase components TIMBER MATERIALS: l constitu e install tion o system. LLOWS, LUMBER UTILIZED IN BOTTOM PLATE, TOP PLATES, POST, STUD PACKS AND BEAMS SHALL BE #2 YELLOW PINE R314.1 Smoke alarms, Smoke alarms shalt be installed In the following kocationsi RUCE SPACE 16' D.C.. ALL SPLICES AT TOP PLATE MUST BE 1. In each steeping room. . MINIMUM 4'-O' AND NAILED 4' D.C. W/ 12d COMMON NAILS. EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2. Outside each separate steeping area in the immediate vicinity of the bedrooms. 112' PLYWOOD OR 7/16' O.S.B. (2-M-W RATING) NAILED WITH Bid NAILS SPACED AT 3' D.C, ALONG ALL 3. On each addition L story of the dwelling, Including basements lout not Including crawl spaces and HORIZONTAL JOINTS AND EDGES, 6- D.C, ALONG ALL VERTICAL JOINTS AND EDGES AND 12- O,C, ALONG ALL uninhabitalote attcl'cs, In clwetLlngs or dwelling units with split levels and without an Intervening cloor INTERMEDIATE STUDS. ALL OPENINGS 5`0' WIDE OR LARGER STRAP HEADER BEAM TO THE HEADER STUDS adjacent Levels, a smoke atolrm Installed on the upper Level shall suffice for the adjacent WITH SIMPSON LSTA o Lower Level provIded that the lower Level Is less than one full storr below the upper Level. FOUNDATION WITH SIMPSON HTT16 TENSION TIE. INTERIOR STUD WALLS TO BE OF 2X4 #2 SPRUCE OR smoke alarm Is required to be installed within an n cliviclual dwelling unit the alarm BETTER WITH SINGLE 2X4 P.T. PINE BOTTOM PLATE AND SINGLE 2X4 #2 SPRUCE TOP PLATE WITH STUDS devices shall be Interconnected In such a manner that the actuation of one alarm will activate all of the SPACED MAXIMUM 24' O,C, WALLS TO HAVE 112' GYPSUM BOARD EACH SIDE I alarms In the Individual unit, The alarm shall Ice clearly audible In all bedrooms over background nolse levels HAVE MIN R-11 INSULATION. ANCHOR WOOD SHEAR WALLS SEGMENTS TO FhUNDATION WITH SIMPSON LTT20B with all Intervening doors closed. ALI smoke alarms shall be Listed and Installed In accordance with the TENSION TIE AT EAC WALL SEGMENT INTERSECTION (BUILDING CORNERS). rovislons of this code and the household fire warning equipment provisions of NFPA 72. �31311 Atterations, repairs and additions, 1. THIS SECTION DEFINES PRE-ENGINNERED, PREFABRICATED, METAL PLATE CONNECTED WOOD ROOF AND When Interior aLteratlons, repairs or additions re�ulring a permit occur, or when one or more steeping rooms WOOD TRUSSES'. ed In existing dwellings, the indviclual. dwelling unit shalt be provided with smoke alarms 2. TRUSS LAYOUTS SHOWN ON PLANS ARE SCHEMATIC ONLY. TRUSS MANUFACTURER AND/OR ENGINEER SHALL Located as required for new olweLLingsi the smoke alarms shalt be interconnected and hard wired. Exceptions, APPROVAL. 1. Smoke alarms In existing areas shall not be required to be Interconnected and hard wired where the 3. THE WOOD TRUSS MANUFACTURER MUST PARTICIPATE IN A CODE APPROVED THIRD PARTY QUALITY alterations or repairs do not result In the removal of Interior wall or ceiling finishes exposing the structure, unless -there Is an attic, crawl space, or basement available which could provide access for harci OR EQUIVALENT, wiring and Interconnection without the removal of interior finishes. 4, WOOD TRUSS MEMBERS AND CONNECTORS SHALL BE DESIGNED FOR ALL LOADS, LIVE, DEAD AND 2, Re m ,nIrs to the exterior surfaces of clweLLIngs are exempt from the require ents of this section, DS, PLUS WIND LOADS IN ACCORDANCE WITH THE FBC SEC, 1606. R314 Power source, 5. REFER TO THE FLO In new construction, the required smoke alarms shall receive their primary power from the building wiring SPECIFICALLY ADD when such wiring is served from a commercial source, and when primary power Is Interrupted, shall receive CEILING VAULT DETAILS, ry. Wiring shall be permanent and without a disconnecting switch other than those 6. WOOD TRUSS DESIGN SHOP DRAWINGS SHALL INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING required for overcurrent protection. Smoke alarms shalt Ice permitted to loe battery operated when INFORMATION: Instalted In buildings without commercial power or In buildings that undergo alterations, repairs or additions A. SPAN LENGTH, OVERHANG AND EAVE DIMENSIONS, SLOPE AND SPACING OF WOOD TRUSSES, regulated by Section R313.1.1, B. ALL DESIGN LOADS AND THEIR POINTS OF APPLICATION, VALLEY AND CONVENTIONAL FRAMING MUST 1 -1032 Detai(s, pitans and specifications. BE CONSIDERED. Plans and specifications shall be submitted with each application for a building permit, Energy code C. ADJUSTMENTS TO ALLOWABLE VALUES, calculations shall loe made a part of the p�ans and specifications of the building, The loulLoling offIcIal shall D, REACTIVATE FORCES AND THEIR LOCATIONS. rh0q.uire, subject to the exceptions in Section 481,229, Florida Statutes, and Section 471.003, -Florida Statutes, E. BEARING TYPE AND MINIMUM BEARING LENGTH, t t plans and specifications be prepared by an engineer or architect Licensed to practice In the state of F. DEFLECTIONS Florida, The plans and s ecifIcations, including the energy code calculations, shall, show, in sufficient detail, G. METAL CONNECTOR PLATE, TYPE, GAUGE, SIZE, AND LOCATION. all pertinent clato, QncI features of the building and the equipment and systems as herein governed Including, H. LUMBER SIZE SPECIES GRADE AND MOISTURE CONTENT. lout not Limited to: design criteria, exterior envelope component materIaLs, U-values of the envelope systems, I. LOCATION ANh CONNECYION DESIGN OF REQUIRED CONTINUOUS LATERAL BRACING. R-vaLues of Insulating materials, size and type of apparatus and e t�ulpment, equipment and systems controls J. NET UPLIFT LOADS BASED ON ACTUAL BUILDING DEAD LOAD, other pertinent clatc, to Indicate conformance with the requiremen s of the cocle. K. WEB REINFORCEMENT DETAILS FOR GABLE END TRUSSES. L. VALLEY SETS FOR OVER -BUILD CONDITIONS, NFIP 44 CFR 60,3.c,5 7. LIMIT DEFLECTIONS FOR LIVE LOAD TO SPAN/360 (ROOF), SPAN/460 (FLOOR), AND LIMIT TOTAL LOAD ALL foundation watts and other exterior watts below the loolse flood elevation (BFE) shalt be designed to AN/240 (ROOF), SPAN/360 (FLOOR) UNLESS SPECIFICALLY NOTED OTHERWISE. rectucle finished living space and designed to have openi s to allow unimpeded movement of flood water, 8,FIRE RETARDANT WOOD IS NOT ALLOWABLE FOR USE AS TRUSS CHORDS OR WEBS. 5dro- n and construction must comply wlthnl�FIP 44 CFR 60.3.c,5, Note: There should be a 9. WOOD TRUSSES SHALL BE DESIGNED SO THAT MINIMAL HORIZONTAL REACTIONS ARE IMPOSED ON THE M ni nPnsgs each, on two seperate watts. (1 square Inch for every square foot, please provide AL LOADS, NO SLIP CONNECTIONS ARE ALLOWED UNLESS calculations on plans for the required arecL,) Any additional questions, please consult the Local Officials OTHERWISE NOTED, CONTACT CONTRACTOR AS REQUIRED, Guide to Implementing the National Flood Insurance Program in Florida pages 5-16. WIND, WIND VELOCITY, DESIGN VELOCITY PRESSURES, AND MEAN Brick veneer must be Installed In compliance with the requirements of FITC Residential section R703,72A GS, New to existing connection cletall, Is required and must comply with the requirements of FBC ResiclentIaL 2010 ACING OF 10' D.C, UNLESS Section R602 or R606, NOTED OTHERWISE. BOTTOM CHORD BRACING IS CONTINUOUS FROM ONE END OF THE BUILDING TO THE GLAZING SECTION R308 OTHER END, OVERLAP CONTINUOUS BRACING AT LEAST ONE TRUSS SPACE. USE A MINIMUM OF 2 X 4 R308.1 Identification. (ROOF), 2 X 6 (FLOOR) GRADE MARKED LUMBER AT LEAST 10' LONG, WITH 2- 16d NAILS AT Except as Indicated In Section R308.1.1 , each pane ofuVLazlng Installed In hazardous locations as CTIONS, clefined in Section R308,4 shall be provided with a main acturer?s or instatter?s Label, cle,11%no.tin the 12.CROSS BRACING IS REQUIRED AT MINIMUM 10' D.C, UNLESS NOTED OTHERWISE, LOCATE CROSS BRACING AT t�pe and thickness of' glass and thebsafet glazing standard with which It complies, which v sIgLe in CHORD BRACING, INSTALL CROSS BRACI T 20' D.C. ALONG t e final installation. The label shalt e aciW etchecT, sandblasted, ceramic -fired, embossed mark, or ATERAL BRACING, CROSS BRACING IS AC ACHING DIAGONAL lt hich once applied cannot be removed without being destroyed, WEB BRACING TO OPPOSITE SIDES OF THE SAME GROUP OF SIMILAR WEB MEMBERS, SLOPE CROSS Exceptions: BRACING IN OPPOSITE DIRECTIONS AIR A 1, For other than tempered glass, Labels may be omitted provided the building official approves the MINIMUM OF 2X4 GRA ECTION. use of a certificate, affidavit or other evidence confirming compliance with this code. 2, Tempered spandrel glass may be Identified by the manufacturer with a removable paper (abet, 14,HANDLING, INSTALLATION, AND BRACING OF WOOD TRUSSES SHALL BE IN ACCORDANCE WITH IHIB-911, R30811 Identification of' muLtIpane assemblies, UTE. Multi- ane assemblies having Individual, panes not exceeding I square foot (0,09 m 2 ) In exposed area shalt Phav e at Least one pane In the assembly Identified In a ccordan ce with Section R308,1 , ALL other anes in the assembly shalt be Labeled 716 CFR 1201.1 16.ALL CONNECTION HARDWARE SHALL BE GALVANIZED AND SUPPLIED BY SIMPSON STRONG -TIE OR APPROVED �308,2 Louvered windows or Jalousles, . I ACTURER, ALL NAIL HOLES SHOULD BE FILLED, OR AS PRESCRIBED BY THE Regular, float, wired or patterned glass in jatousles and louvered windows shall be no thinner than MANUFACTURER. nominat 3 / 16 inch (4,76 mm) and no Longer -than 48 inches (1219 mm), Exposed glass edges shall be smooth. RUSSES. R308,21 Wired glass prohibited, 18.PILING OF PLYWOOD ON WOOD TRUSSES IS NOT ALLOWED. Wired ass with wire e osed on Longitudinal edges shall not be used in jalousies or Louvered windows, . ay 19.INSTALLATION OF BROKEN DAMAGED WARPED OR IMPROPERLY REPAIRED WOOD TRUSSES IS NOT ALLOWED. R308,3 Yiuman impact to S. 'ALTERATIbNS [IF WO LLOWED, Incilviclua! glazed areas Including glass mirrors In hazardous Locations such as those Indicated as defined in Section R308,4 shalt pass the test repourirements of CPSC 16 CFR, Part 1201, Gtazln� shall DIAPHRAGM, com Ly with the CPSC 16 CFR, Part 1201 criteria gory II as indicated n 22,WOOD TRUSSES THAT DO NOT MEET INTERIOR LOAD BEARING WALLS MUST BE SHIMMED. DO NOT PULL ToLbfeL R308.3 . DOWN TO INTERIOR BEARINGS, Exceptions, 23.SUBMITTALS, ALL SUBMITTALS SHALL BEAR THE EMBOSSED SEAL OF A LICENSED STRUCTURAL ENGINEER 1, Polished wired glass for use in fire doors and other fire resistant Locations shalt comply with OR REVIEW PRIOR ICATION, 2. Louvered windows and jaLousles shall comply with Section R308.2 . A. SUBMIT SEALED WOOD TRUSS DESIGN CALCULATIONS AND PROFILES FOR EACH TYPE OF TRUSS WITH PERMANENT BRIDGING REQUIREMENTS, B, SUBMIT WOOD RUSS ERECTION PLAN, INCLUDING CONNECTIONS DEATILS AND UPLIFT ANCHORS. C, SUBMIT WOOD TRUSS TEMPORARY ERECTION BRACING PLAN, D, MAINTAIN COPY OF SUBMITTAL ON JOBSITE. THE CLIENT UNDERS IGNER CARRIES NO LIABILITY INSURANCE AND DEMNITY AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND EXPENSES (INCLUbING REASL(NABLE ATTORNEY FEES) ARISING OUT OM THE PROJECT, THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNDER WILL NOT BE LIABLE FOR COS TION. BUILDING CIINSTRUCIIIN N11TES 1. THIS SINGLE FAMILY DWELLING IS TO 2010 FBC (FLORIDA BUILDING CODE) TYPE CONSTRUCTION REQUIREMENTS, CONSTRUCTION SHA E AGENCIES, 2. ALL OPENINGS AROUND WALLS, PARTITIONS, PIPES, DUCTStICONDUIT YPE FOR APPLICA ON, 3. PAINTING, ALL SURFACES SHALL BE PROPERLY PREPARED AND CURED To MANUFACTURER'S INSTRUCTION PRIOR TO PAINTING. PAINT SHALL BE 'FIRST LINE' PRODUCED BY PORTER, SHERWIN WILLIAMS, OR EQUAL WITH COLORS SELECTED BY THE OWNER, ALL PAINTED SURFACES SHALL BE PAINTED WITH MATERIALS APPROPRIATE FOR THE APPLICATION IN A WORKMANSHIP MANNER To THE ER'S INSTRUCTION, 4. CAULK ALL EXPOSED JOINTS, CLEAN PRIME, CAULK AND SEAL ALL JOINTS BETWEEN DOOR AND WINDOW FRAMES WITH DOW CORNING StLICON [IF TYPE FOR APPLICATION OR EQUAL, USE FOAM QUIRED AT WIDE JOINTS, USE ACOUSTICAL FOAM SffALANTS BY DAP OR TREMCO, OR EQUAL APPLICATIONS AT OPENINGS OR CRACKS, 5, ENERGY CODE - THESE PLANS WHERE DESIGNED WITH COMMON DESIGN PRACTICES. HOWEVER, THIS DOES NOT NS SHALL BE REVIEW PASS THE 'FLORIDA ENERGY CODE' OR RECOMMENDATIONS FR QUIREMENTS, DBHRUrEIO1*QVS1JftJX*G?.t9N&M AROMM&TIMPEWFAIMENOt- WAcml*oaVAaiMWM I�L-�:,;,_ �zo­ - I-F. - I , .6 �tll­­_Pmt� N­­� - __1 :�t�;5­ 11 =-3 - - 2-.,e�o,t=;,nro,;,�,."_.�_­� - - Z-16a - 'm t=,=�_ _�_,. __ �_rm, - , - �6, . �fi o :� T- =- - ,W,!-_. - - - - 11 - st�2'­�Iw­u� t-1 - ­� o, 2-16c - - _--l... .-,. i L2 _� ­, :_­t­­1_ 1--ff, . - 21 - , �=,_ t, ,,-, ­­ �­­ ,�� e =? - � _u,. T_ _�­ �­o ­� I - - Toit,�.­­t­­I� �_.,__S, _� ,�c - 11,'A­ - t­ o- ­1 ','- - i6. IS �,. - - w�-, c�, �_ ,e�_ t- -- i �, !,I' -­ ­­ ­r, ,-,, a ­_�­: �­ :�­ _. - I - Z­. __ �­Z_ si�, t­� '-sc - c.�,,; �, .P, ­'.d�­ '_ _� -­ Oo . - - cc�% joh,t tc� �n,s6,.n­ '_ "e, :_1 co - ket­o�,�. t-1, 1-166 - . b,­ t� ., ­,d --c ;,��,­,41 . ;.k Z..P­ �U' �,g - � , -5-�.A"t­__ ;.r.­ " - Z-110 -1 .E.P�­ -�� _; __ � - 3 -.4r; . �� 1--; ...'.1 � - 3, Z-Sc i-I I- .-, - - I i�, �, 1 , 6 e-t1- t= ­=� v.­., .- -, 3­ 4,o_'i., '11 �=�s - - &�-, =­ d­, - 1c. :4- ­. 5.*,,;1­ - __ ��­ ,-- �.,_ tCo` - 1, - ei`� =11, s2- Z , �t t, 1,�­, - It.,,- T-­ .1 --ta - at - ,.,. : '­. Z_1161 - 1 _� �­v ;­! �_. t= ­­ rr, - I -� �1­ �� - i_-�� ,.� .i5o - - R.1-1- ­�­ �_ 2-M _____d I MAXIMON Sn* SPACWCfh**W1 , I I AdIRS "a" lot "CHIRAL - " PAftftSPMftAnNG , ,�,=Moladlk) , � S*d �� Site , , - " , I - � 11 "I �_, I .1 11 I 2 0, 16, Q, WO, a r Yvall - 16 - _t, 11.1 I 16 -1- 10 240�21VI6.32,'16­4-24­ .� ��; � � - " � I., I- . - 24 24� 1 i ForSI: 1.n.h=25.4mm. . Bbd,�,.gofhome�t.Ijo,��h.11�ab.,�q..r�d. I Ptvw-,d sheathing' ' � ' inch d-k., le. .h.0 be.pplied .ith long dinne-i- -. suds. I Th-plV ph-od pariah; shall be .ppl,ad Ad, long dimension across stud. TABLE 602.3(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHINI - GRADE THICKNESS (indsm) MAXIMUM SM SPACING � (eich") Sift# A&4" to itad. 1� - I rwa!%, ,_ .===." h - I , 1 *_6 M-S.rd M-2 : . I 'E�.­ Gl­` I . 16 1 16 SP&CM. " 1ASTISOM . - ­ , - - - . � - - - - . I I aftcat"W4 OF 40.41" .e. MIXT"U" I ------a-- I .." I- t_.) �­� �'_­ ­­. �­'. 11 - I. 11- _� " ­'_­­t-­­ ­­­-­ �, - _d C­­_1 1-1 - � i, 11-- � :� Z .Z� ls,3 I =­_ I a � .' -, - . - - - � _�_ . � .., ,;� � iz E� - � , � -!­ . .: Z"", ­' - _. � ;`��T. `­2 - ` 1� �_ n, ��7_;�_.!�;� 1 � - - - : 11 - � � ­V - . - 1--a _-.1. �, - - - 1-1=1��.;­Z_ ._%, �. -�-� �,­, , , � i - � .- - ­­ *1 .­­ ,­ ­­­ , . �­ n.: � � s_ . .., F � 11 , , . �. .. - - 1_. �.. ­ ­­­_; _`.��_, _,�, I . " . r 11 ;111.�., ��_, � ..­ "' ­­ ,,,, �. , = - Iv- i. .- - �. - - I ­;�. 2- �. - ��.�._ I I � e_._­... - --- - - �� -1- � ­_ . I.- - t � -- , _. I z� - �. � a� - - - - � I . I : I III �'--,_O_- 7 I ,-- - �.: �T ft o.,- - I I I iz � I �� ­12 . ...- . n. - - a:n­­ . �.:_._ ­.- sa- Is .-. . 1, ,�.,�,-��-�-,�,.-�.�.r........�-���,.�, . U- 1. -1- -­ ... �­. 11- ­­__�.. lot 3­ 1 -1 F.-.1-1--lo.- I-, ­_1 W.- - Z. - W*�XW9F*AMWft _� le.p� � -.--a- 1 .. � -.6 -...*.-..-. "'040 `7 - . Z,- -- r ----- , 7 6 i ,- - �2 . I .� 1-- 1? I : I 1� . i_,�­ � 11 I _o­u_ � � - 1� I ­11 - ­� 1� ? I I 9 I �� � - 4 ? I !_ . ! 5-.-�,�z� , V , n F�_6 � 1. 2- -,,,- . I � I 6 -I :� .� - I A I _­ _'� ;_ 1, , ., -1 ; I i: I - . . :-, e I - I � - I 1� �_­­ - � . I I ­­ 2 - F � I s . I . I �� I , - - "? __ U­ � - F , I r I ::­­-, 2 i I I wwas"100-00"aarliaAaAa I 30`aaw ov fes'"Inatea uPow" I f'o."..en I seavervana. ��a� __��%_m_,% a, � � - � -4., ; .-I-1 1-1 - 1� � _S __�a__�;, I -, �, .? �.­ ,� � I -I.- _­­___ � .. - zo­,­ _­ I Z r , is �, .1 ;, "I., I i "I' 7:-11 ;�_ i�.� _-:_-:,Z` � .: I -, zzz. ,,,' r-a-r-Inar Z � I . .-,-.Z- - _'2 I 1-11 -il. -:- - I 6 I I - I � 6 � - . - I :�.�­��-_ F -� i I �. i I aj..'"'e - 1 3 1 & _L_ �11 .-,-- - - - - I I i-, .M." ,_ �� _­ I s I I � _:, I ===_ I - I - I `=�`, - I i I - I - �­_­­ _­ .--- ­­ __­_­­.�t �_­Z,_, _­,_-,s_­ ­­ 1-1-11 , � ,-�C-�-t2.-."z�--���-rl�-�.-�.-.--�.�-1.1t�. _,­� �.­ ­­­ i". W. . ­­____.1__1__._.1__ - . ­--t- t_.­,­_­_.... n_.____..­. =:. Z1. � �1. _111___"-1 - - ..-�-.--z".--.n��-.-,�-.;.�.,�--.-.�-,-. . - - ___ - _."__ - - - � al-l-�.,�'..-�-.-.��c-I..'�.r.,�.1--��.-.�-.--�s. ft_.___1.11._._._ � . -.-�.-,.==�-.�--,...--...--.-�-� _­­­ , A.- c - .___1 - - - - . - ____ _____ . _­_____._­__­2t_.,_.: -- For SI: I inch = 25.4 nim. . This table is only applicable to the use of particleboard that is not -P.-,n the ,either and .h.re the long daii-i.ii .fth. paral mp"I.l or perpendicular to the studs. TABLE 602,3(5) MAXIMM STUD SPACING (inches) STUD SIZE SUPPORTINC Flo"ASO OEVANG ONLY SUPPORTING ONE FLOM ROOFARPCEAM SUPPORTING TWO FLOORS ROOF aNWO"O SUPPORTING ow FLOOR ONLY , 2.4 2'r 16 . - 2'r 3-4 - 24' :4: 16 24 ., � 24 - 21, - 24 1 1 216 24 1 2 i N i 16 1 24 _J ForSlt Iaich=25.4mm. . Shall be reduced W 16 Inches Where Wity, grade muds are usec. TABLE 602.7 MAXIMUM SPANS FOR HEADERS LOCATED OVER OPENINGS IN VdALLS (fiaet) F� Sh I irich = 25,41 rrin% 1 foot = 304,8 - . N.�,�W4-.-h-t�k-�i�gi�h�.d-.h.0b.w,,itt.dt.be.�b.btLAedF.,d-bi.�-�l.ers b Spersare based on tic. 2 Grade lurnk-th 1�fod tribLiary floor and rod loads. I hereby certify that I have reviewed this p�an and found it to be in comp(lance with ASCE 7-10 and the? F(orida Bui(ding Code 2010 edition David W. Smith, P,E. #53608 TABLE R301.2.1.2 WTND-BrIRNF nFRRTR PpnTFr.TTnN FAIRTFNTKir. ,zi-1,4r"niii P7 Prip \./nnn 1ZTl?llrTllPAl PAMr-1 Ta"O'Cld FASTENER SPACING (In.) a,b Panel span < 4 foot panel span < 6 foot panel span f d anchor with 16 10 8 2-Inch embedment Length. #10 wood screw based anchor with 16 12 9 2-Inch embedment Length. 1/4-Inch Lag screw based anchor 16 16 16 IwIth 2-Inch embedment length. . For SD 1 Inch = 25.4 mm, I foot = 304.8 mm, 1 pound = 4.448 N, 1 mile per hour = 0.447 m/s a. This table Is based on Va.,,as determined In accordance with Section R301.213 of ot mean roof hel,ght. b. Fasteners shaLl be installed at opposng ends of -the wood structual pariet. Fasteners S haL( be Located a minimum of I -Inch from the edge of the panet. C. ou h the exterior wall covering with an embedment length g of 2 Inches minimum Into the loultollng frame. Fasteners shalt be Located a minimum of 2 1/2 Inches f rom the edge of concrete block or concrete, d, Where panels are attached to masonry or masonry/stucco, they shall be attached using vibratlon resistant anchors having minimum ultimate withdrawal capacity of 1500 pounds. NGINEERING D03 QualTficaborts for practice; eocemptions. -- fZ) The follo.in g persons are riot required to be I icensed under the provisions of this cWter as a 0 oensed en 0 nee r: ih) Any electrical, pumbmg, air-conditioning, ormecInanicai contracisirwhose practice includes the design mid fabrication ofetectrical, pium tRng, w r-ocinditicning, or m echwical systems, respectively, which she or he installs by virtue of a I kerse issued under chap ter 499, under part I of chapter 553, of under my special act or ortgniince when working on any construction project -hich: 1. Requires an eiectm-9 or pLumbing or air-concfit�oiimg mid refrigeration system with a value of S125,00D or less; and lleQuires an aggregate service capacity of 600 amperes (240 volts) or less on a residential electrical system or 800 amperes (240 volts) or on a commercial or industrial electric& system; Requires a piumbbig system with fewer thm 250 fbtture umts� or Requires a heating, ventitatkmi. and air-coWitioning system not to exceed a 15-ton-per-system capacity, or if the project is designed to ommodate 100 or fevver persoins. �J mja� Ct4\S1r(,cC�(,,j, Tapk,c�k2) 67qo) �142) 67(tqj &?�k,,(a741666750 &,S,5tV6)-0>64 [:�C)4 / C-ci lb -- h� C, / T- REVIEW DATE_b I_X - ( � -_ CITY OF ZEPHYRH ILLS PLANS EXAMINER�_� �) HU1LDjNuG %MLL CON9LY WITH ALL APPLICA4LE BUILDING, ELECMCAL, PLUMBING AND ,MECH.kNICAL CODES. PARCEL: INDEX OF DRAWINGS 1 COVER �2 3 4 LINTEL PLAN 5 6 DETAILS 7 ELEVATIONS 8 9 10 HVACPLAN DRIFTWOOD OF ZEPHYRHILLS ZEPHYRHILLS, FL 33542 D.W.SMITH,M.S.,P.E.#53608 PROJECTS ENCINEERINC CONSULTANT 865 FAX; 352-521-0867 E-MA IL: dwsf I peRearth I I nk. net - - ON OF FLORIDA,INC RICK GOLLHARDT - DRAFTSMAN 813-781-3651 rgollhardt@tampabay.rr.com ENGINEER'S NOTES - [ SHEET OF 1 OF 10 SCALE I DATE I JOB NO. 1 5 JUN 201 5_ 2015-49 R. GOLLHARDT D. W. S. ENGINEER LICENCE AREA'S LIVING 1213 GARAGE 295 COVERED FRONT PORCH 88 TOTAL AREA UNDER ROOF 1596 S.F. I IKIIT 1 AREA'S LIVING 1198 GARAGE 295 COVERED FRONT PORCH 84 TOTAL AREA UNDER ROOF 1577 S.F. nLi_p� BEDROOM #2 4'BF 4'BF 2-8 0'-9• I f2- 2-6REF P � I I KITCHEN _—__-- �---- -� ALTERNATE PANTRY AREA'S LIVING 1198 GARAGE 295 COVERED FRONT PORCH 84 TOTAL AREA UNDER ROOF 1577 S.F. 66'- I ]NIT 66'-8' I 2-B BATHROOM 2'-8' 0 1 2-6 BF LD ABC M HWH I I GARAGE 3-0 1 6'-8' ALTERNATE WASHER/DRYER AREA'S LIVING 1198 GARAGE 295 COVERED FRONT PORCH 84 TOTAL AREA UNDER ROOF 1577 S.F. 11\I1W1 AREA'S LIVING 1198 GARAGE 295 COVERED FRONT PORCH 84 TOTAL AREA UNDER ROOF 1577 S.F. 1101111100"I t. 1 1 -26'-8' AREA'S LIVING 1213 GARAGE 295 COVERED FRONT PORCH 88 TOTAL AREA UNDER ROOF 1596 S.F. UNIT 6 mini 12 3'-4 -�- SEE ISHT 7 SEE SHT 7 I TAIL AREAS 4'-b AREA'S LIVING 4146 GARAGE 4842 COVERED FRONT PORCH 512 TOTAL AREA UNDER ROOF 9500 S.F. FLOOR PLAN I hereby certify that I have reviewed this plan and found it to be in compliance with ASCE 7-10 and the Florida Building Code 2010 edition David W. Smith, P.E. #53608 LM DETAIL A- A I NIT 1 IINIT 9 8'X16' CONCRETE COLUMN WITH (2) #5 REBAR FROM F❑❑TER TO LINTEL BLOCK 1 EDGE OF FOOTING STANDARD 90 DEGREE BEND WITH 25' LAP MINIMUM = I' I 11 1-#5 DOWEL IN CORNER ImoN ME l 25' LAP • —�— �� ____ CORNER DETAIL - FOOTING AND FOUNDATION WALL REINFORCEMENT WWF❑ORREFIBERMESH 6X6 MIN 3000 PSI CONCRETE N❑TE1 MIN PSI MAY VARY PER COUNTY OR CITY SPECIFICATI❑NS DETAIL B- B 24"X24"X24" CONCRETE FOOTER WITH (8) #5 REBAR REINF MAT #5 DOWEL HORIZ, REBAR z BEAM REINFORCING i as , DOWEL -LAPPED WITH WALL REINFORCING \ �#5 CORNER REBAR S `GROUTED CELL 5 NOTEi ALL LAPS SHALL BE 25' MINIMUM CORNER DETAIL - BOND BEAM AND WALL REINFORCEMENT ACI 90 STAN HOOK -EMBED 2 L7 W z a W J W UNIT 3 #5 VERTICAL WALL REINF❑RCING IN GROUTED CELL .,-BOND BEAM W/Q) #5 REBAR UNIT 4 ('XB'X16' CMU TYP. � t' R�ITIVE CEMENTUOUS = 4'X4' INSPECTION PORT AT EACH FILLED CELL a FILLED CELL TYPICAL NOTEi EXTEND DECO FINISH 4' TO 6'- BELOW GRADE 25' MIN LAP MASONRY WALL FILLED CELL DETAIL TYPE 'S' MORTAR 5 IN GROUIEDLCELLL REINFORCING MIN OVERLAP 25' STANDARD 90 DEGREE BEND WITH 25' LAP MINIMUM F.F. �- GRADE ou MY k E.#5 D❑WSL ACI STANDARD H❑❑K "� .�.` IIC �/ EERREEMMBED1 'MINLLqqPRAAVC TIONS 25 MIN W/ VERT, & H❑RIZ. REINFORCING 6 MIL VAPOR BARRIER � p��ONA IFIED 0' 1 PER MOIT�IC SLAB 12 WERNIVIREATED CONCRETE FOOTING � s%O Y a ;�tti�B�L���HALL SEEFF❑OUNDATIONAPLAN) W 1_5&AIIN JW?, U.NA. TYPICAL MONOLYTHIC FOOTING DETAIL UNIT 5 CHAIRS CTYPJ ON 8' FF --I e' GRO B'Xy8'EXR176�'� pCMU TpYLP. WITH NISI UTEDLCELLL REINFORCING MIN OVERLAP 25' %R FIBERMESH 0 N I ro TYPICAL INTERIOR BEARING WALL WITHOUT UPLIFT 190am ro NOTE: ■ INDICATES 1-#5 REBAR IN FILLED CELL FROM F❑❑TING TO LENTAL LOCATED AT EACH SIDE OF ALL WIND❑WS AND DOOR ❑PENINGS, 6' ❑C MAXIMUM ❑THERWISE. SEE F❑❑TING DETAIL 4 TYPICAL DROPPED SLAB FOUNDATION PLAN CONCRETE COLUMN DETAIL I hereby certify that I have reviewed this plan and found It to be In compliance with ASCE 7-10 and the Florida Building Code 2010 edition David W. Smith, P,E, #53608 M-8 •' DETAIL 'B' 00 L M-7 M-11 M-11 M-7 M-11 M-11 M-7 M-11 M-11 M-7 SH:55 6' SLII,DDING CBS DR DEETGARIELSS•B' 6' DEITAIL B GLASS DR Ms � DETAIL B gMH-7 EGRESS 6' SUDING DETAILGLASS DR DETAIL B' 'it gMF-7 6' S DINnFTG G 'LASS DR &kfiS � DETAIL B MS 6' SLIDING GLASS DR DETAIL B 6' DETAIL GLASS DR SH35 S , DETAIL B M-7 M-7 SH35 DETAIL 'B' SH35 DETAIL 'B' M-7 D-4 D-4 M-7 M-7 D-4 D-4 M-7 M-7 D-4 D-4 M-7 SH35 3068 DETAIL 'B' DETAIL 'DB' 3068 SH35 DETAIL 'DB' DETAIL 'B' SH35 3068 DETAIL 'B' DETAIL 'DB' 3068 SH35 DETAIL 'DH' DETAIL 'B' SH35 3068 DETAIL 'B' DETAIL 'DH' 3068 SH35 DETAIL 'DB' DETAIL M-17 M-17 M-17 M-17 M-17 M-17 10' GARAGE DOOR -I 10' GARAGE DOOR 'B' 10' GARAGE DOOR 'B' 10' GARAGE DOOR 'B' 10' GARAGE DOOR 'B' 10' GARAGE DOOR 'B' DETAIL 'B' DETAIL DETAIL DETAIL DETAIL DETAIL L_j 4' M-23 DETAIL 'B' 4' M-23 DETAIL 'B' TABLE No. 2 REINF❑RCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8' x 8' LINTELS MARK NO. LINTEL LENGTH CLEAR SPAN LINTEL TYPE LINTEL TOP BARS LINTEL BOTTOM BARS GRAVITY SAFE LOAD UPLIFT SAFE LOAD SAFE LATERAL LOADS (PLF) PLAIN SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)U(0)L #50)UML SOLID #5(2)U(1)L 8'x8' (PLAIN) 8'x8' (SOLID) A BAR B BAR DETAIL A DETAIL B DETAIL C DETAIL B & C DETAIL D M-4 4'-6' 3'-2' Precast (2) #3 (2) #2 NONE 1343 2165 2165 2608 2608 638 1266 M-7 5'-10' 4'-6' Precast (2) #3 (2) #3 NONE 860 1423 1423 1470 1609 543 1105 M-8 6'-4' 5'-0' Precast (2) #3 (2) #4 NONE 740 1283 1283 1216 1405 634 1355 M-11 7'-6' 6'-2' Precast (2) #3 (2) #4 NONE 570 991 991 825 1082 446 938 M-17 11'-4' 10'-0' 1 Precast 1 (2) #3 (2) #5 NONE 315 567 567 317 607 198 620 M-23 15'-4' 14'-0' 1 Prestressed (2) #3 (2) #4 NONE N.R. 454 454 221 429 N.R. 302 TABLE No. 9 REINF❑RCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8' x 8' RECESS DOOR HEADER MARK TOTAL CLEAR LINTEL TOP LINTEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID SOLID SOLID SOLID NO, LENGTH SPAN TYPE BAR BOTTOM BAR LATERAL SAFE LOAD PLAIN SOLID PLAIN #5(1)U(0)L #5(1)UK0)L #5(1)U(I)L #5(1)U(1)L #5(2)U(I)L A BAR B BAR DETAIL DA DETAIL DB DETAIL DC DETAIL DB 6 DC DETAIL DF DETAIL DA DETAILDB D-4 4'-4' 1 3'-0' 1 Precast 1 (2) #3 1 (2) #2 1 NONE 963 1 1230 1 1230 1596 1 1596 785 1386 4' M-23 DETAIL 'B' ENGINEERING SPECIFICATI❑NS, 1.) SAFE LOADS ARE TOTAL SUPERIMP❑SED ALLOWABLE LOADS. 2,) DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAX, RESISTING SHEAR AND MOMENT FOR THE LISTED LINTELS. 3,) SAFE LOADS LISTED ON ALL TABLES ARE IN UNITS OF POUND PER LINEAR FOOT, M-23 DETAIL 'B' GENERAL N❑TES, 1,) CODES 1.1 FLORIDA BUILDING CODE 2010 1.2 BUILDING CODE REQUIREMENTS FOR REINF❑RCED CONCRETE (ACI 318-02). 1.3 AMERICAN S❑CIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 2.) CONCRETE, 2.1 C❑NCRETE C❑MPRESSIVE STRENGTH AT 28 DAYS, 211 PRE —CAST W/STANDARD REINF❑RCEMENT-4000 PSI MIN. 2.1.2 PRE —CAST W/PRESTRESS REINF❑RCEMENT-6000 PSI MIN. 2.1.3. GROUT PER ASTM C476 — 3000 PSI W/ MAX, 3/8' AGGERATE, 2,2 REINF❑RCING BARS, 2,2,1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATI❑N ASTM A615 (GRADE 60) 2.22 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) 2.3 PRESTRESS STRANDS ASTM A416 7—WIRE, STRESS RELIEVED 270 2,4 DETAIL REINF❑RCEMENT IN ACCORDANCE WITH ACI 315. 2,5 C❑NCRETING ❑PERATI❑NS SHALL COMPLY WITH ACI STANDARDS, 3,) MASONRY, 8' TO 11' SLUMP. ASTM A615 (GRADE 40), KSI 3,1 DESIGN AND C❑NSTRUCTI❑N SHALL CONFORM TO THE SPECIFICATI❑N OF THE NATI❑NAL CONCRETE MASONRY ASS❑CIATI❑N AND ACI 530-02. 32 MINIMUM MASONRY UNIT STRENGTH, F'M 1500 PSI. 3.3 MORTAR SHALL BE TYPE S, 4,) STRUCTURAL, 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8' (WITH A MINIMUM ACCEPTABLE BEARING OF 4' PER SECTI❑N 2101.3,1 OF FLORIDA BUILDING CODE 2007 (INCLUDING 2009 SUPPLEMENTS) 4.2 FOR LINTELS THAT ARE GREATER THAN 14'-0' CLEAR SPAN THEY SHALL BE PR❑VIDED A TEMPORARY SUPPORT AND THE TEMPORARY SUPPORT SHALL NOT BE REMOVED UNTIL 2 DAYS AFTER GROUT PLACEMENT, M-23 DETAIL 'B' •' M-8 DETAIL 'B' I 4' M-23 DETAIL 'B' LINTEL PLAN 2• RECESS I hereby certify that I have reviewed this plan and found It to be in compliance with ASCE 7-10 and the Florida Building Code 2010 edition David W, Smith, P.E. #53608 1'-0 UPLIFT C❑NNECTI❑N - SIMPS❑N STR❑NG-TIE MASONRY APPLICATI❑NS MARK CONNECTOR UPLIFT LATERAL FASTENERS FLORIDA CAPACITY CAPACITY APPROVAL # A HETA20 1890 335 16-10d X 1-1/2' 11473 B VTC2 405 4- 10d 10861 5-10d X 1-1/2 CAPACITY IS BASED ON CONCRETE EMBEDMENT, REFER TO MANUFACTURER FOR GROUT FILLED CPU. NOTE, ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS TO MAKE SUBSTITUTI❑NS FOR PRODUCTS SPECIFIED ON THE PLANS DUE MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRUSS APPROVED BY THE ENGINEER OF RECORD, THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD LEGEND ® HETA20 ® VTC2 © H10A UPLIFT C❑NNECTI❑N - SIMPS❑N STR❑NG-TIE FRAME APPLICATI❑NS MARK C❑NNECTOR UPLIFT CAPACITY LATERAL CAPACITY FASTENERS FLORIDA APPROVAL # A H10A 1140 590 9-10dX 1-1/2 9-10dX 1-1/2 10456 NOTE, CONNECTOR CAPICITIES ARE FOR SYP, REFER TO MANUFACTURERS FOR ADDITIONAL INFORMATI❑N TRTSS PLAN I hereby certify that I have reviewed this plan and found It to be In compliance with ASCE 7-10 and the Florida Building Code 2010 edition David W. Smith, P.E. #53608 0 6' SLIDING GLASS DOOR 6' SLIDING GLASS DOOR 23/+25 23�+25 -22/+25-22/+25 EGRESS EGRESS LEFT ELEVATION .dI�IIIII�IIIII�IIIII�IIIII�IIIII�I1111���' I/�`' II�IIIII�"'���"'�IIIII 0.: DOOR 7 10- UAKAGE IHUK 3068 SN3 -22/+26-23/+25 -23 +25 6' SLIDING GLASS DOOR -22/+25 6' SLIDING GLASS DOOR -22/+25 W REAR ELEVATION 114.. fl� 3068 10' GARAGE DOOR 10' GARAGE DOOR 523-23/+25-22/+26-22/+26 M M FRONT ELEVATION 23%+25 EGRESS 1'-4' � �! Illlliiiiiiillllllll Illllllliiiiiiilllll � �� -23/06+25 23%+25 W: 23&25 3068 -23/+25 6' SUDING GLASS DOOR -22/+25 S23%+25 6' SLIDING GLASS DOOR -22/+25 1 5/12 5/12 S23%5+25 EGRESS RIGHT ELEVATION 5/12 Il C � � Illlluiiiiiiiiillllllll 6'-8' 4'-8 I hereby certify that I have reviewed this plan and found It to be in compliance with ASCE 7-10 and the Florida Building Code 2010 edition David W, Smith, P.E. #53608 REFER TO FBC R609. 3. 3 & R606. 9. 8 FOR VERTICAL REINF, REFER TO FBC R612,10 FOR ANCHORAGE DETAILS SECURING WINDOW TO BUCK STRIPS PER YOUR MANUFACTURES INSTRUCTION TO MEET WIND LOAD AND COMPRESSION RATINGS FOR YOUR JOB L❑CATION, ALL ANCHORS SCREWS MUST PENETRATE BLOCK WALL A MINIMUM OF 1-1/4' AND THERE SHALL BE A MAXIMUM 1/4' SPACE BETWEEN BUCK AND WINDOW FRAME, CAULKING WINDOW PER YOUR WINDOW MANUFACTURES SPECIFIC RECOMMENDATIONS TO MEET WIND LOAD AND COMPRESSION RATINGS FOR YOUR JOB LOCATION ATTACH MINIMUM 3/4' P,T. BUCK STRIP THAT IS THE MINIMUM WIDTH OF YOUR WINDOW FRAME USING 1-3/8' X .097 T-NAILS MAXIMUM 10' ❑. C. BLOCK WINDOW ATTACHMENT DETAIL SECURING PREHUNG TO BUCK STRIPS PER YOUR MANUFACTURES INSTRUCTION TO MEET WIND LOAD AND COMPRESSION RATINGS FOR YOUR JOB LOCATION, ALL ANCHORS SCREWS MUST PENETRATE BLOCK WALL A MINIMUM OF 1-1/4' AND THERE SHALL BE A MAXIMUM 1/4' SPACE BETWEEN BUCK AND DOOR JAMB, CAULKING DOOR FRAME PER YOUR MANUFACTURES RECOMMENDATIONS ATTACH MINIMUM 3/4' P. T. BUCK STRIP THAT IS THE MINIMUM WIDTH OF DOOR FRAME USING 1-3/8' X .097 T-NAILS MAXIMUM 10' ❑. C. BLOCK DOOR ATTACHMENT DETAIL NDEI�I� WHENARIb MA❑NRYTCpLM S 30 YEAR WARRANTED FIBERGLASS SHINGLES ON 30# FELT PAPER SHEATHING T,,CCO BBFEEoRR15/32' 4g PLYUgCSDEX OR 1/2 OS�B PELNYWg W/8d RING SHANK NAILS USE �S'TEELOPLYCLIPS. RIDGE RVENT AS REQUIREDE PERD FBC R806 INSTALL ROOFING PER MANUFACTURERS SPECIFICATIONS FLASHING PER FBC-R 905 R-30 BATT INSULATION (MIN) ATTIC SPACE OPTIONAL BLOWN FIBERGLASS INSULATION ATTACHED PER MANUFACTURERSR .. `A/TTA(WV'nTW% C❑❑LER NAILS 2X6 WOOD SUB ATTACHED TO OR #8 DRYWALL SCREW AT 7' O.C. MAX EACH TRUSS WITH 8d COMMON 20 STRA PURE IN IN E� E TR S gNLAIUULSMMCUU2MM) ggEppACFFH TTTRppUSDDS ��qqSS qqA❑d Ij�2 ANAILSTE ONP TRUSS L AY❑bT. T FILL ALLC NAILUH�LES TRIMMIATTACH[DIPERNMANUF�ISPECS. H 0 (1) COURSE 8'X8' KNOCK -OUT BLOCK FILLED SOLID W/(1) #5 BAR, TYP. AT ALL SOLID WALLS VARIES "'�<PRECAST CONCRETE LINTEL SEE PLAN �S FRAME WINDOWSP.T. BUCKS MANUppWSSPgqTTACHED PER MARBLE SILL PRE -CAST CONIC SILL W 1X2 P,T. WD FURRING @ 24' D.C. B'X8'XI6' CMU TYP. ATTACHED TO BLOCK WITH 3d T��//YIIPTTEHH 'qqS' MORTAR qq FRAM CUT NAILS @ 12' ❑.C. MAX 66YER )T8SLINTELR BLOCK R5.4 CELOTEX 'TUFF-R' INSULATION BD DE�❑ q I E CEM OR EQUILIVANT FINISRH (STUCCO) EN 2U❑�SCOAT 1/2' GYPSUM WALLBOARD PER SPECS FBC-R 703 U.N.O. ATTACHED WITH 5d COOLER NAILS 1OXR4 #8 DRYWALL SCREW AT 7' O.C. MAX OIAGNLIT T❑- BLOCK WITH 3d 4'X4' INSPECTION PORT CUT NAILS @ 12' D.C. MAX AT EACH FILLED CELL 3 1/4' BASEBOARD TYPICAL NOTEi EXTEND DECO FINISH BELOW GRADE TO 6'� WITHD25D 90 LAP DEGREE �_:■ ■_.II%� ZI Mx V GRADE G 40, (COMPACTED TO E95% MbDIFIED 20'H X 12'W MONOLITHIC SLAB 12' PROCTOR ASTM D1557) 1 STORY PER FBC R403 TERMITE TREATED BOTTOM OF FO❑TER SHALL <B�E� 12' BELOW GRADE U.N.O.OM 3'S CHAIRS TYPT. U.N.O. SECTION "A -A" TYPICAL WALL ROOF DECK USE APPROVED FIREPROOF CAULKING BETWEEN WALLBOARD AND ROOF DECK PRE-ENGINEERED WOOD TRUSSES ATTACHED TO 2X6 PT BOARD WITH 16d COMMON NAILED AT 12' O,C. MAX (2) 5/8X GYPSUM WALLBOARD EACH SIDE U.N.O. ATTACHED WITH 6d COOLER NAILS OR #8 DRYWALL SCREW AT 7' D.C, MAX 2X6 PT BOARD FOR ATTACHMENT OF ROOF TRUSSES 1/2' X 8' AB WITH WASHERS & NUT SPACED 24' MAX 1/2' GYPSUM WALLBOARD U.N.O. ATTACHED WITH 5d COOLER NAILS OR #8 DRYWALL SCREW AT 7' D.C. MAX 8'x16' BLOCK WALL IX2 P,T. WD FURRING @ 24. O.C. ATTACHED TO BLOCK WITH 3d CUT NAILS @ 12' O,C. MAX R5.4 CELOTEX 'TUFF-R' INSULATION BD OR EQUILIVANT ----------------------------------- SECTION "C-C" TYPICAL WALL SECTION SANNWHENA ARIbY MAS❑NRYTCPLATES 30 YEAR WARRANTED FIBERGLASS SHINGLES ON 30# FELT PAPER SHEATHING TO BE❑❑RR15/32' 4 PLY ggCggDX ❑RR�1M/2�pOBS�B PELNYWg W/8d RING SHANK NAILS USE SYEELO(�LRIPSIRSRIDE R�EN A REQUIREDE PERD FBC R806 INSTALL ROOFING PER MANUFACTURERS SPECIFICATIONS FLASHING PER FBC-R 905 R-30 BATT INSULATION (MIN) ATTIC SPACE OPTIONAL BLOWN FIBERGLASS INSULATION C❑NTINIOUS ALUM DRIP EDGE OR ATTACHED PER MANUFACTURERS �-1/2' CEILING TYPE GYPSUM BOARD ATTACHED WITH 5d COOLER NAILS 2X6 WOOD SUB ATTACHED TO OR #8 DRYWALL SCREW AT 7' D.C. MAX EACH TRUSS WITH 8d COMMON ORj q LL q g Rq E TR gg gN�AIILS ((2M) SEpAFCH TRUSS FggCIq WI H O I 1/2'ENAILST� ❑NP ,��1aff A�1❑b11 1TE�LLT ALLC NAILUH❑LES TRIM ATTACHED PER MANUF. SPECS. (1) COURSE 8'X8' KNOCK -OUT BLOCK FILLED S❑LID W/(1) #5 BAR. TYP. AT ALL S❑LID WALLS VARIES PRECAST CONCRETE LINTEL SEE PLAN g Xs �(, �M T�/YIPTEH,X�1S' #M❑R�T�AgRpP FRAM FOOTER )T05LINTELR BLOCK DDEECCpp IVE CEM UU FINISHA (STUCCO) 1N POVSC❑AT PER SPECS FBC-R 703 d U ATTACHED T O BLOCK WITH'3d D.C. CUT NAILS @ 12 ❑.C. MAX R5.4 CELOTEX 'TUFF-R' INSULATION BD OR EQUILIVANT 1/2' GYPSUM WALLBOARD ATWITH 5d COOLER NAILS DRYWALL AT 7' O.C. MAX 4'X4' INSPECTION PORT AT EACH FILLED CELL TYPICAL 1❑XR4#8 NgSCREW ATTAPGH�D T1T NRRWITH 3d CUT NAILS @ 12' D.C. MAX 3 1/4' BASEBOARD DECO FINISH4' TO 6'— BELOWGRADE � ST90 ANDARDDEGREE END WITH25LAP MINIMUM ZI .D Z:,z GRADE cum (C❑MPAETED TO E95% 61FIED 20'H X 12'W MONOLITHIC SLAB 12' PROCTOR ASTM D1557) 1 STORY PER FBC R403 TERMITE TREATED BOTTOM OF F❑OTER SHALL <� BE 1#2' BELOW CGpRNADE ❑M 3 5 CHAIRS TYPT U.N.O. SECTION "B-B" TYPICAL WALL SECTION 8'X16' CONCRETE BLOCK WITH #5 VERTICAL REINF. FILL CELLS S❑LID CONT, WOOD TRIM 2X6 P. T. BOARD TRACK AND GARAGE DOOR HARDWARE (3) 1/2' X8 AB OR 5/8' X7' EXPANSION BOLT OPTIONAL HILTI DN50 CEILING RAFTER o ERMANUFCTUEASPECIFICATIONSPAR O LD Z z CL MINIMUM 2X6 P. T, SIDE PLATE ATTACHED N TO BLOCK WALL USING 1/2'X8' ANCHOR w BOLTS OR 5/8'X7' EXPANSION BOLTS 4 EACH SIDE, ATTACH TOP 2X6 P. T. WITH 2-3/8' X . 097 T NAILS 16' ❑. C. GARAGE DOOR TO BE REINFORCED TO MEET WIND LOAD AND COMPRESSION RATINGS FOR YOUR JOB LOCATION BLOCK GARAGE DOOR ATTACHMENT DETAIL H 2-R FIRE SEPERATION BETWEEN UNITS I hereby certify that I have reviewed this plan and found It to be in compliance with ASCE 7-10 and the Florida Building Code 2010 edition David W. Smith, P.E. #53608 ELECTRICAL, PLUMBING & MECHANICAL: IN ACCORDANCE WITH CHAPTER 471,003 (2) (1) OF THE FLORIDA ADMINISTRATIVE CODE, ELECTRICAL PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTOR TO MEET ALL APPLICABLE CODES, THE ELECTRICAL PLUMBING AND MECHANICAL SYSTEMS DRAWN HEREON ARE BASED UPON A DESIGN PROVIDED BY THE bWNER TO ADDRESS HIS/HER REQUIREMENTS, ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN (WITHIN 6' FEET OR SINKS), GARAGE AND AT EXTERIOR L❑CATI❑NS SHALL BE WIRED INT❑ A GOUND FAULT INTERRUPTER "GFI" CIRCUIT, "AFI" CIRCUIT, ALL ELECTRICAL OUTLETS IN BEDROOMS & FIXTURES SHALL BE WIRED INT❑ AN ARC -FAULT INTERRUPTER, SMOKE DETECTORS SHALL BE PLACE IN EACH BEDROOM AND IN HALL WAY AREAS ADJACENT TO BEDROOM AND OTHER LIVING AREAS. GROUND WIRE FORM REBAR TO ELECTRICAL PANEL PER N.E.C. DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR CEILING SEPARING THE DWELLING FROM THE GARAGE SHELL BE CONSTRUCTED OF MINIMUM N0,26 GAUGE SHEET OR OTHER APPROVED MATERIALS AND SHALL HAVE NO ❑PENINGS INTO THE GARAGE (FBC 2010 R309) uz HU 0 0 Uz ZU 0 0 Uz 0 UN �¢ ¢0 �¢ L3¢ �¢ V HIti U 1Z-1 N U U " U ,--a �H W W W Hoc W H� ow Wo Z Z ow WV1 Z Z ww Z V1W ":ItX "3 :lc" Z Z —3 Z W 0 0 XW WX 0 O XW OU xw Wy ow U U WO Ow U U wo wo 3' VTR I I 2- VTR i i 2' VTR ISINKSINK �> SH❑*R �LlQy-,_SINK WC,2• �U/'� ' TUB ' -� -3• WC " WASHER STUD❑R VALVE I SINK "3' 4' C, ❑, ISOMETRIC UNIT 1-3-5 I 3' VTR 2' VTR I E^4=419N , STUD❑R VALVE SINK) iSINK % 2''�, SINK SII^,, VSINK WC\ -'�3' \ WASHER SHOWER I 4f, 3\.,�✓� WC TUB V ``\ 4' C. ❑, 3' ISOMETRIC UNIT 2-4-6 PLUMBING PLAN NOTE: METERS M, RELOCATED N❑TESi UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLETS HEIGHTS AS MEASURED FROM FINISHED FLOOR CENTERED LINE OF THE BOX TO BE, 12' AFF (GENERAL) KITCHEN 44' AFF BATHROOM 39' AFF LAUNDRY ROOM 36' AFF EXTERIOR WATERPROOF 12' AFF GARAGE GENERAL PURPOSE 42' AFF RANGE 2' AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE P❑SSIBLE 3. ELECTRICAL SWITCHES TO BE 42' CENTERLINE AFF. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY, ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESP❑NSIBLE FOR THE INSTALLATI❑N & SIZING OF ALL ELECTRICAL, WIRING & ACCESS❑RIES. 5. ALL SMOKE DETECTORS SHALL BE HARDWIRED INT❑ AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A M❑NIT❑RED BATTERY BACKUP, INSTALL SMOKE DETECTOR/CARBON MON❑XIDE ALARMS PER FBC R313. 6. ALL CIRCUITS ARE REQUIRED TO BE EITHER ARC FAULT OR GROUND FAULT PROTECTED PER NEC 2008 210.12 (B) 7. ALL RECEPTACLES ARE TO BE CHILD PROTECTED PER NEC 2008 406.11 8, GROUND WIRE FORM REBAR TO ELECTRICAL PANEL PER N.E.C. 2008 9. R313.2 1 CARBON MONOXIDE PROTECTION, CARBON MON❑XIDE ALAMRS OR DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA70. SUC DEVICES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATI❑N CO ALARMS OR UL 2075, GAS AND VAPR❑ DETECTOR SENSOR, ACC❑RDING TO THE INSTALLATION. 10 . 313.2.2 3 COMBINATI❑N ALARMSt COMBINATION SMOKE/CARBON M❑N❑XIDE ALARMS SHALL BE PERMITTED IF EACH MEETS THE APPLICATI❑N UL STANDARD. 11. KEEP ALL SMOKE DETECTORS MINIMUM OF 36' FROM BATHROOM DOORS. 12. IN NEW C❑NSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INT❑ THE A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 13, BATHROOM EXHAUST FANS MUST VENT TO THE EXTERI❑R OF THE BUILDING, VENTILATI❑N TO ATTIC SPACE AND S❑FFITS IS NOT ACCEPTABLE. 14. ALL DOORS AND WIND❑WS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH A EXIT ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 DBA AT 10 FEET, AND EITHER HARDWIRED OR OF THE PLUG-IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR OR WIND❑W ARE OPENED, 15. ADD GFCI PROTECTI❑N TO RECEPTABLES IN LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' IF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECPETACLE INSTALLED FOR A WASHING MACHINE. RECEPTABLES OUTLETS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24'. THE WIDTH OF A SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF ALL OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THAN 12' FOR STRAIGHT COUNTER TOPS AND 18' FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. $ SWITCH $3 3 WAY SWITCH $4 4 WAY SWITCH $R RHEOSTAT SWITCH 8 110 V RECEPTICLE(1/2 SWITCHED) 8 110 V RECEPTICLE WFI 110 V RECEPTICLE - GROUND FAULT 8AFI 110 V RECEPTICLE - ARC FAULT Bra 110 V RECEPTICLE - WATERPROOF OUTLET 6 220 V RECEPTICLE A DUPLEX OUTLET IN FLOOR 16 110 V QUAD 16vP 110 V QUAD WATERPROOF OUTLET ® RECESSED INCANDESCENT ' ? LIGHT FIXTURE - WALL OR CEILING (TYP) EXHAUST BATH FAN 110 V 5❑ CFM'S EXHAUST FAN/LIGHT COMBINATI❑N ® FL❑URESCENT FIXTURE dD FLOOD LAMPS VANTITY LIGHT GD PUSH BUTTON FOR GARAGE OPENER SOD SMOKE /FIRE DETECTOR/ALARM c(sm SMOKE/CARBON M❑N❑XIDE DETECTOR - COMBO © CARBON MON❑XIDE DETECTOR FAN CEILING FAN ONLY CEILING FAN /LIGHT ELECTRICAL METER ELECTRICAL PANEL ELECTRICAL PLAN {q} -t -v IV- y} NOTE: MECHANICAL CONTRACTOR TO DETERMINE UNIT SIZE IN ACCORDANCE WITH CHAPTER 471,003 (2) OF THE FLORIDA ADMINSTRATI❑N MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTORS TO MEET ALL APPLICABLE CODES, THE SYSTEMS HEREON ARE BASED UPON THE HOMEOWNERS/CONTRACTORS REQUIREMENTS, CODE) ne:_ . ► VAC PLAN FL # FL10970-R3 Application Tape Revisiea Code Version 2010 Application Status Approved *Approved by DBPR. Approvals byDBPR shall be reviewed and ratified by the POC and/or the Commission ifnec essary. Comments Atchived Product Manufacturer AddressiPhone(Em ail Authorized Signature Technical RepresentatiLe AddressPhondEm ail Quality Assurance R epresentative Address,PhonerEmail Category Subcategory Complion ceMethod Certification Agency Validated By Referenced Standard and Yea (of Standard) Equivalence of Product Standards Certified By Product App roval Method Date Submitted Date Validated Date Pending FBC Approval Dat e Approved JELD WEN 3737 LalceportBiNd Klamath Falls, OR 97601 (541) 205-1171 gar)fi(g eld-Wen.com Gay Rol linson fbcCajeld wen.com JELDWEN Corporate Customer Service 3737 LakeportBluf. Klamath Falls, OR 97601 (800)535-3936 customererviceagents (?Meld-wen.ccm Windows Single Ehmg C ertificati m M ark or Li sting National Accreditation & Management Institute National Accreditation & Management Institute. &ANdUA TAS 202 Method 1 Option A 10/31/2013 10,11/2013 11,07/2013 y m 1994 ------------------------------------------- FL ;i I FL13354-R2 I Application Type Editorial Change Code Version 2010 1 t Applicaion Status Approved *Approvedby DBPR_ ApprocalsbyDBPR shall be reviewed and ratifiedby the POC art the Commission ifnecessary. I I I Comm ents Archived I F r I Product Manufacturer I JELDWEN I Addre ss Phomt Em ail 3 73 7 Lakeport Blvd Klamath Falls, OR 97601 (541) 205-1171 gar}r �i dd-wen.cGmr Authorized Signature Gay Rdlinson fbc did diven.com I Technical Representati�t JELD WEN Corporate Customer Service I I Address,Phone%Em ail 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800)535-3936 customers ervic eagents old-wen_can Quality Assurance Representative I I AddressPhonea'Email I Category Esteriorpoors I Subcategory I Swinging Exterior Door Ass embli ees I I CompiianceMethod Certification, Mark orListing I 1 Certification Agency National Accreditation & Management Institute: I Validated By 1 I National Accreditation &.Management Institute; I I Referenced Standard and Year (of Standard) Staindatirdfear ASTM E330 2002 I ASTM E331 2000 I Equivalence of Product Standards Ceititi ed 13 1 I I I I I Product Approval' Method Method I Option A I I I Date Submitted 02102/ 2014 I Drat e %`at idat ed 02/04/2014 Date Pending FBC Approval I D a e Approved 01107/ 2014 I I I I �"=riaa'.1_ 1 'm ; rr l TY_Pl9A•.:A w rkA SECT Iore tw sc.e.a :art w ••«•rt MASONRY (NCR 2i6-M56-1A) � .rlrpa. wow �r.J �j � �+ li x t• rcln �P A 52 x 72' +50l-50 Ml •wf-a w •+-- 1 ITPICAL El 1fATt vltl •. = 4S+ P LtS �..L vet}""` «- "J * v •+ r.+r.+r .... •.w.:. r+ 4niw. n 13erteutti NE7bfla' nsla:€s9an r`tora36' • Ttr6 0e6*&41on-own heracn is ues'arssdd:d, teswo and 1-" so al onrww r W n4jovi to doingbiy It, InE? Wim "ad cairm is of title ffi,"LJmea rrmor'moof's euking 2 krw k'j °Tapocn or egt.iF:.r r'uInstlenem ifyoul;lh Name m1h sufficient Code WVI% Tt-- intenliat On. Reds onto cow UAC), Ithe 19odua Huading l6et ' cion&'fafe a rnitwmm c! T V.''nto t e rvasomy. Code Arlo the ��rxk vuy imrt air " Itle 91AW c andil'i�ns.. S. Itstruuxe -,Wd buck OW f a nirV and CV*eA-Qi iLI t 0"VF 0d • AN { Oarr-a :Stzd nr aftxmi to ASTM El300, ad ar w^ _- &0 to property tiarw&f all load& to d iS s[r`,.; Wrs "Piet hest M,rtn xrn rxx?;ins giaarrv. r% anorio attic or data it a . wu sirurA.,a e; n,A reaponsauiday of me arefieaa or wt�*vow of recow Tot H19faLarioaa nmihodlis -pay Wt irk•rcf ?gead Srettmi'tts San* r,�iB=`I n'1$. #* p(QjeX3 W inet x>�. • An ipacf pce t�'iivn system is rco.wed vwh 1r; e:S viii6d boi- W4 .. rajg",*Ka arse r.ar requitnr Se red m.4, tilepxa;s3c:ir : is reL Jifbd by "dir j cadd. • titarn>Tirarr,. r':aere are tyis3: ; raei atzas arsd tAi tit erYArJE F.'�fi � tlla:'�sa TPW loom •ti:'f ft tm� 11119AW In 71lot± tna ¢rWW b Mdter► tg ! G i Fta?gtYc 7R E'<iMO p i t 7 W iLf sss rU.'D 1IM41M Acre. t S rapt rl!v'rda, an a frs 'a It* catRit"M ..:. ..• ', - w�recm... °� =�b117ij2etD ,;.,•• NTS �j '�j...._.. 'sTiT iaka'xrrt 8aair,l.rd ! j y�y ji tT �'ri , Kuarxh caA . 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Hod slruotixu twocxf htxx, Mirl lrarn rV irwi ttp"NiVl t3 be donowliad • AM glStArV shatf contaran to ASTI A 171 30D, artd arictiof od to prul7kiily lranc'lut all 15' &LIS lu V`W, yi;1:Cht(0.. "Itirt'loSt MlfrrinnxTi rxxnutaf ulez o t: P nwntriiitw tr eat, i d sUr r+'a as t t e Wx t�fiity of ltr iarauwr t c t brr r;c;r itr racxett fex Installation rT k4KKls hlay L* iriturctianged within the san itt Opcu ATV. tie prC "ct of int 3lwv, • An. impact Pri>W.I" %,SW)rS Isi6quirecl writes wind borno clubirtb A. rsla is om ante r"Ot recmirwi in ft uAl prowintlon 13 regitiried lyv toad tooirn;a o*G1e • 11"Anximum tints are IN Mk Y reel Wes al N 01000t eUIh :M fat rar f arlw.na. 1ntE WX441ir 4A1 cm if fire irAwtxn aeQrwretl v awiv poet i+uaiuel w I WEN a {/� r�rut•f.wrr Ud 2Dt0 573P lntalual rlvrkrau adue•e tw ks g F {r tin 9 J7d i nN>D 7i"ins &8 IMrR3fe s {7ite1 Lic to tw sae lims It is im irsrid t a P K4i r Fr Ns. !1P q?&71 1. d as > w Tia r talai sat w��y'= sr•*c V MV M Ti4xt-0!J I54Il; ®U: - 39s1 ;srotrwc we dp4t aL'i i9Aras• 3`Ir w;t=rag sciTSLt•ratcr may rinse xr afleryll •. •iitc �-..... �� __ w31 =511101ill for ftCOtV+i* Prakdi•k+n aWtk itl Lee #rat raillwaixia-- na a rl wrm h@ rat dswlD g al saw, S .m _ t x 5a._ la 2n_ it K Yi tau +r'x Aluminum (4100) Single 4unq ({' t Woad Frame Installation (57.f25' x 72.00") `"lFfI+R' a W ' 4tT zeN,clxz .•.: This dr3Ar'NJ sr+f a �Yerllet114 Ys bordtsaeliur x7rd' «9`k' rY.rl as ftC Idil.rcx$lLF.11 �x •yr •trelrA�S C*W i"I w'iaki of m � two at �Irsetied t ~_ ate. as autalr.mM Rid. ° � tom' eH i a . } rA.wi tptAnrax±tt vrx uwa xe r t,r,, ..-- *cn to yr6Jc l Y. ryq r" ti_ u i. V�nd - nivamn �mt:iii az a fk1 i 9 flit ELD-WEIR XLD- W N DOoq S11 MM f i8FRLAST a 4' X &-R' C LITSk2105/t isw"tc LfiAL t87Tt�S `.O nOttt-T ariNiq,YF Umuw gy UC0 D TO COMPLY Wl" THP. rhr7tllii i IIHCANDIrI,ORMA2'W,0IN1G=E(FBQ Own XS I X `t`tW 9 XK ASy SEAL PD oAY9 PRODUCT 14AS 9CL f TC0TM T4 ASTM C43N4N M114(t. l;•jMUM, A AAW 1 A4. X.3X. AVU 1X t S>SCh.B Sy OTHERS, W4T BE AftCI PRD"RLY I") TRANSFER a CAM To reiE ETARTU RE E 3. PRODUCT API(MONr,," L iY AS Li AND SPACM A3 S"KrwN oN DeTAti VF Xi A t' A RENT 70 BAGS L MATERv , SkALL SE aEYOND WALL DF 6$iSrNu 0R SnaCEda ; A. MSt3N P,grrsaaur li'RTBYC; WE TAKE 1. PAGE 1 5_ FLCANDRAPPRDVED II*+eAGT f�3iX7"ALiC sHu-' rum !.R ` QEQVPED. It t.J, ALL IX AS TepI�D..S55ftCe GRAYtTYeRCREATEFe. t, ALL FAS tEliM IN 4W yv SLAB eE 0OWTE11 tl r :W: V DEEP. F . �^ �_ - 1"!�! RACfi S3dCCTT• ARM WMC OP A AVO&M0CIWZA GOW IS MAIkWAL WOW En To TNF U dAEfi :M.1kiY+J-.tiT' THKX Whit A DLbwry of n Per. irtaF r. Qgfg alc Tt*0 ei ISTy OF 2FtOWA)f0..2M DEW ITY:2a.i;FA PdyUWTMANLa FOAM MAN. FIN (NM 210--385a-IA) Ira• nu �r I �.- wwrltarf err >^� MG>x "rnna P 1MPACTI 2' x .72' + 0/-50 N TYPICAL FI_EYATliil VtTIT � Zqr ''�' ���>••�••�' _.. ., t a t ka s ststatavon ri : • 'In* pout da0uvn hamn is dual grod. WAVedand rnaan6ffac:tured to f. weal nw fn ten aubraraes. 2 a8 ce4 npty onth fwmrd bad c-rit nR pit the adrploo Irdternatic vial suidlry kl" PH or greater famanstis traroiJun sail tin 9YIVl bultrc,unt iengm io Coot #S tie Ir 4tr. atiD al &i CsR14 pt Y: titE elOrWA �Fih to Lr na3tata a 9rindT# aTr of 1 ' 7tA5 tY vrrLtil sari irry C 00 acid the irdm-Vj+9ta3 dWl real trerY eats for the SCMW cuttlitorm 3 HGSt WuLl" {woad bt�k, "j irVT*-Q 3rtd Ljxyi- jrn) M9 be ien • All 01aArwq she11 uy orm to ASTtvil Ete3(x;. ar'Id fincrdog•d to ITanster W L(!aods to Pe stvc&xe. Tba FXW • Prfi•nirnlarl ru]1c11P`: ai giSTin� y°.+t'tCAS 51E'et elt ii>3L'i inaexiataei W1,l itife is ftViOnsitkaty of tM? UCT411eC'1 Or eflOWSO& � record for ttv • Irlrtalla iort rrlaMods may be interchanWaet within tits same openiK. prr*,�l err k1silaltaitiorl. A. ulii Tsgrawe ' =ref laliavun . .An, ,mpsd proiWm- tern it mulled Yyhom wind borne debris �i,Mr.1 h121tl viers.c`Lwrolnstalialra.�t'e_hrw;&.`i YrA"'r+.•iaihterprdalq, piraimmrnamon snss led tryIGk szesu0�i3Gi}@_ 5 talirtrXrwinatt5a510Onakotnrcm&t719,;-T5nafl"(tyVwalt4citene€aa Mawrrs rr a sect m s tArtta ; "sizes and tx9 xrc Errs r itasa s �" ' 05{9'J. tam Pln sra".1sattartrrlatafy 1 258' away from Vim. XMdW r of {fit r3.�clir�W ip BYjv the Kwaa t _.� W110* �i Ctr�� 9dieffi ikE?a1 i*W t7Y•$Nxt *,I ITical PiSria erce <i4fW£E 9�(JlP % '1 p�j O ltte ifl5 in"tais : ins It is tart inklreX•i tte a' ArYlt Y •. -- 'M ,+G11y.�ii ` 1732 l.tll[p4(: tiOJ• wit .DVEN UWAM Eal 3R '9 64t a:, s �tdA 1C Nd•![ I' tjE (54m) fe] - 3NSi P! sd am dices W autt aarr4a9 tTxasidti r_ Ma away ad�T is afienM •: ;r. °- k ,Owl -ft­cr WSONW, pr;iliB. 58t dt9 fffi7l0bur• L '' ' } __ K .__. Trr t pwiiicx: *ihhews=•aFto.wA_ cros-:FpLercauirr n. •eruwmw Buildes Aluminwv (4100) SrigW Hung This dr q st+1,N cat A+yD ta:.tYsDS'l a aai rGd iia tie i•prudrA'Sd a : F1t"r"tg-•ii Thai Erin Instal (52,125' x 71OV). tayfrti'vimW �>tt�a[itsomi4lf aaa"6 sa Ea j}IAEN: nt .._......... __„ .-___' •s••lt rar war r ,rat NN ripe Ik-s cr +.t�l.+.•r.. lea. L•'LE .__ r n . M'Al�b9 ya www rcn u q V +ram QiViSl9l1 f1NttLLlIIC112a>-3e�M � V:d. .� ,anc+w rn /y+y q 8f �. SUEL STUD [NM 8N1-305a-1A) ..... .TjCd £ SECT] LIN• Ivisp• t � amnp ..... ............. _. t M_ 1 t --- uga r Sam es�' aon" - -.{ rd`i ma a.w xr 7* + e 0 • ew, = IYpI L CtitdT1[SAi tirJ [Tip AS t�ERc � i General Nam: ter on riot sg i ThO prodiat Movingtwenn is designed. . tested and rararNi turecl to i meal „ove f wvirt to Sul ate.. -ply V *1 der@ V:'t 0loaa (,,fnw,a of ttv addptBt ;nttr3rnavunat eutlding oZ. Lida 01 O PFM afSb+a'f rl'r+arsl acre.4e or gmeter tYOean rrAdt'dt v sift GOUD if®Cj, 9t4 i5f13MtktiCalR) FTr i¢y. lTial ^wur7e tZt3M th•:x FkDnda &lilxdirV suffc.'ient IIC Ih to psa*'r V ate a rrtxn of rulvrf three (y) gtrg I tiouUn Code and the wMwry stanlclalyd t Bran iw)ls tcu trta statud oxrdlticxrs, thv rt omw ew • All glaang sines conform Is ASTm F1 3L70 3 t'1.` M SrnJMT11`e P.VOW bkX*. SW frar'tiirl;a end openir � to bat dasVp e.0 • A&nkrrA in n.0"linai gllazinL . Nat' froonalit,Tuc of dab irisiliiaWcl- arad ar-+iored bo prQpe ty krarmlor all loadsL' lttv m UCRIre. ndst • klstallatkxl nviticxis may be inreactt.arrgoaal vAihk itte sorr.E3 cr irYa a l6tluctw'R 6 Mai> 091POSa OWYC)t Itch wsitllititt of argineer of racom for • An Impeo prairte" ap,er,arm is raquirad vAtere wind borne oatxL ltid plroiaet W Yit Oar protection 4 required x.`"x kit ,* bLt a➢ rig o dB- d fra ar6 am not required vt &%a sill • Makinxirn r aye we loum t net t it€ s and do rint mc:luds tins or fzangas. sdar ttla atfraaes oily date lst3larie s mt n natiWOW rs• CoaR1 b acts ft rant neap pRimum a e impact 1.ftte voiltineei eP 1. IAe Lini ln4lxers maxi II A nil itkotlei as a gude b tie rahifatort tufts era! dm nix a8ens t'e E03I q iuc+iGratcn W oney am in d0trant swi tnwninu. id' 86t�Ya(.GCiS', W"tation pruftKS:m W t"e M pa-Jtatxd •� the Ewa gel aro •w.r irs•s-a+cseas�zr�af n�sefas. 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T �+ ^9 - f�f3t AHE r._S_ C ••.w�p._. ..._._.-...{ IEIN { Niax F 1MP'AC i .--eiWa6tr WATT i� •rat 512 * x - . + /-bl) "V * •r+•. aw •w •• ••ona.r T1+3[,AL EI VA'1it1 i� 4 racSkN..�Rc Gonerit tdramstdsa�s: 1 W Seal rket tin xa a ate. • The product �tCrA. the--n .a nesignea, tested and merx.t.P mirex: 34 2. Lisa #I u sfts•er rrteReiaf sa" or r f S ttu %Y ins karm wrin mrtYpty N•ith ins wirxa Soad criteria of that adopted hivern.ist-irxtal Stiwtryrtg "JI'llo 1f ItWNW to r+9r 3tI M a mini rAlrn of Wells (3) trim +recto) tine COd9 iVCi, t^9 Irternancinal Residents; Ceoa IRC), the F.,yx1a f31a9e3i da ill eAW at each bsatary CZi3i AAd d* indi eery Standard eciurwrtenta Oar the stated cancm r". 3 kost diuv-11ae ('woud be_xk, sdad iTwr.!r . eno r p�x411 w to X e destig lw • Rif 4azitiv t:t ail sum to ASTM ET300. and awl"I citD ort7LJe^ly ^ar?siar ail foam llo xl'e gVurttx°c3 The rvm • Mit tali- n rn r omens) glanrg: 14.& rr rx r•c r?r dW I SLda W. strlX' uret :A It",O r vhtaib,Ry of li aru'atect or enop,"i3r ed record nor # • rrsay be inteari cat 6%W tswittdra the isarne opwi u.-wrlect of rtatai&ation • An irrv= Promotive 8yE{f®rn iis re'wrw wtnere wrd borne ditiont, 4 Fasteners are rxx raxAfecl t°Y= iah silt. p"Aaction is rattot Ared trr• local budoo V code. 'f'Ptrciohov tnclL des a a8G on aiutt.ru in 6fiB3...T5 rat Lr*. •fyt. wat dnae crime • k2alamurt Sizes we b cK i niter sizea and do W tricktart Ti wi t xe t1&,oUw ;. wadi Fin steer de 1.2.56, evr§ry tr, r n tratme Tti• tdw" alis&mn "Wr tee 1a neR r .tree � a hu that prodw M S: . __.. - ...-".... .t !10eiC _._._. ors /f wo tow. t 'rarc Frow., rmr�"w ;"ram ) W ilZj2S,'2Dib 3737 tegpls, an to W1 eS16M•PI w' ---.. za••. IGaaath fiat, (:fL A1iAi b !k tdrPAQ[,'tss "Wr.E. % ro 'zi rwx: • + • A: I !i 1'� �j �tSW. � ft, trt;ar> i.aA w J� P Wets tLit ncf a actu3L 'r7 c_'rslisaral slid )rar ,isC � did rar M: Tetx01F Mrs 15" t 3 talc • 315 i Star wrdfkml TW " Willow Ie tanar, t4 -tArt%Kh,d'L .a � � t t ;x�. o.c� • -reF; i�t9age6 Aerii age k v w Ae .*a =rnt+awAy4&w Ub,1 w itw ..--- &wader's kuaniruim. (4100) Single Hung p•.t s 5�f Sites vY0 ASS4 Rn tnZINUM (52.125- x P2.fitP•) TWA `+3 see ft ornrra is Me ctLi and ft AN u W meet eaa � cAgwd'n teirok orin tart err tried dedCANi b cira5 NUIX aE ear OPM01 FT rrr Ir•r c•,... Ire.. s•r era• ••• !V Shy •sea t •: :. ram Nalst>A It "-- wxt sm•mcwusx�s -�•rs ,.: m >•Aret � ,inc. ..-. .,.. ANrYaae V¢AWP bi iYM.r llh fieAA aar�,r+vNl a.s•rr fli r4 tXf �4 1. 1 TatL%#T CSW f 3 ♦ iY �? T ♦1 � ArLO'RTR 51'AL7Nti SPAS' APPl, UU rat W04 INWARr, S OUi4tdi1ts SySrfM5. I.,' >>t.?43ER AND WALAIGOF SO4M IS As A.isilJrgED, AAIP•-.� DEtATLS 7TP4C4l rcyt Ali IxdL•: x'✓e'S7>>it . • ErftEPT Tr,Xe t iLAl LPU 1 SSA err adAS+.F, IL-1 W SNtn 8 K* ArTMR7glEsWTVATE *0600 ,.. f 3 s $�Aa G OF su- A XVS Is Slim AS FM tPssOt. IN, F%TEN¢tirx WRL. BE mictotien IN y4ocia, F9st Wxamw MLL BE I.IX. �w L`fA6T(7Ct5 rMiilf+.CNv:,RWM IN itliS`kle"'IC'=dAC'Ei(TP M•f'bSDEnhb?ATWILL 9E t*1fY. 6 y (N'r7CfvM iY. # cmA CAN cc -'Acm. tN ICWt svTi.'Aa rJ" MAi1AKGl Aft its ww. A& Mfl@RW EMBEUN"T 00i W "LT. OP QArm-, &P 45 PS :4N LE 00 CN.Y_vtt 5"Ic M AND i{104GR RETAILS, I -a. ()fN0 � ...._-.....,_ c� jT7 ..,1-.:,- �. I _� -- --_ll ild1�..Lll1.1, - ;,Lc,L,,.:.. _ :. .I ,,Ii.�l1i1.�YaiM�WUir...4L1...... ! .�� .E _- - -•�-�ir�.a��,.�..�._ .���- ,■ . .�...,�... _ � '1�.4as+161� FL * Fi10124-R6 AvMicatlonTvDe Revision Cade Version 2010 ApplkAlon Status Approved Obmments Archived Product Manufacturer GAF Address/Phonelf-mad 1361 Alps Road Wayne, NJ 07470 (973) 872-4421 l rxiareft@trirttyerd.com Authorized Signature Beth McSordey t ridare lth @trirli tyerd. corn Technical Representative Beth McSodey Address;(Phone/Emall 1361 Alps Road - Fldg II -I Wiyne, N107470 (973) 872-4421 EMcSorleyOgat.com Quality Assurance Representative AddreWilhone/Email category Roof nq Subcategory Asphalt Shingles Canplance Method Evaluation Report from a Florida Registered Architect ora Licensed Florida Professiatai Engineer F7 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Robert Niemlnen developed the Evaluation Report Flockla Ucerrse PE-59166 Quality Assurance Entity Underwriters Laboratories Inc. Quality Assurance Contract Ei piraiion Date 05/17/2012 klated By John W. Knezevich, PE F Validation Cheddist- Hardcopy Received Certificate of Independence PL10124-R¢ C(X juv#y ERD C1-Nignma df Referenced Standard and Year (of Standard) StaFSdarveer ASTM D3161 ((3 ass F) 2006 ASTM D3462 2007 ASTM D7158 (a ass H) 2007 TAS 107 1995 Equvvalence of Product Standards (krtafed BY Sections from the Code Product Approva I Method Method 1 Option D Date Submitted 02/13/2012 Date Validated 02/17/2012 Dote Pending FBC Approval 02(22/2012 Date Approved 04/03/2012 Dane Revised 04/04/2012 FL # FL16299 Application Type New Code Version 2010 Application Status Approved Comments Archived r Product Manufacturer KAYCAN LTD Address/Phone/Email 1 Memorial Drive Wchford, VT 05476 (406) 553-6818 Ext 0 alex.jovanovic okpproducts,c om Authorized Signature lovanovic AJex alex.javanovic@kpproducts.com Technical Representative Alex Jovanovic Address/Phone/Ernail 255 Summeriea Road Brampton, NON -US 05476 (905) 793-9462 Ext 235 alex.jovanovic adllapproducts,co m Quality Assurance Representabve Alex Jovanovic Address/Phone/Emall 1 Memorial Drive Richford, VT 05476 (416) 553-6818 alex.jovanovlc@Ipproducts.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 17 Evaluation Report - Hardcopy Received Florida Engineer or AHthibect Name who Robert J. Amoruso, P.E. developed the Evaluation Report Florida License PE-49752 Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2015 Validated By Steven M. Urich, PE W Validation Cheddist- Hardcopy Received Certificate of Independence FL16299 RO COI CofI 2209 RevO 413-0305 PER for Kaycan D6 Sldina.odf Referenced Standard and Year (of Standard) Standard Year D1929 01e1 D2843 04e1 D3679 06a D635 06 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL16299 RO Bauly EER 2209 RevO 413-0305 PER for Kavcan D6 Sidimodf Sections From the Code Product Approval Method Method 1 Option D Dats Submitted 04/19/2013 Date Validated 04/23/2013 Date Pending FBC Approval 04/29/2013 Dabs Approved 06/11/2013 M EKIE UOR RESrARCH fit 1'IE 511K U.C. ConAkAde O^ 09103 363 041USTIM STRI*111'P UNIF ff13 d OXFORD, Cr 06478 114,40K., (203) 2U-924S FAX! 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KK7awED10*ICAPA"M IMMTARONRAC'RV I9AMR.®DN1001CT1M06W1w1TR1e .W A MlA1tAflWAOGtNIfNwOtOS PoRPROOUCeNMlIME Mt�WTAKiNAT* rM p1MP0TaTRTTTGF M AKaRKTOR*N06001OF RWMRO Nf1R nETTipEC1. wT,01AA3Nr1NTEFQL(JArq TrG!lRlld: 4 Ra3TINT4R3aPWIMMN LraRNO3tlALKQPoRDTMIC1lIMl3PGRGIaCN.GIr41RORRM�F('M iw)aWl 4f. hWA13TVW-TN 9FC31CRlIA'ITIYpO.Y 1*Owl*3NiliAANRRAARI me RRrNT*4 R IyTALAIiGIi[iF aRY3wCR3aC,K3ATONOCfOlOAKtT1q+MGORM.IR MOTTa.RAdP*teR.AAO TNNM}MID ii I)h0WA 1AYRWD. TPFdEBB101P 1gI1ENPA Y(1G/:TMYNIpp1CT 6TMOAIWPo *iIWL�Tl011N 1*RIMRIAPLCROA UANAIGCCOIAbD T1Ew1ARW:lARRB TITTRIC13rE. w7wi tv. NM'OW3NMTNNWaMK MAI,RIMtMYeG011CTReWMKE}WTA1M WWM- * aramw+:owTwTKwa*IawMaTnAAaaPTNRwIwnoRmwmm�rteNereaRTnRVALwTwARv. LT%at� PAYaaaOMK OeRI®1 QR etaINRrQ ARUM9GT. f. �RGRIaRMAO11aCmET fA iKR3tMaNWI*N�fIWNNt101iLLNALLCIRNMIWDY/LOGMNICC YAi�111 R WAL3WMNRKIYIRYNR&YOLK*/SNiIKtIMLLKIIIQ'i®NIflNAYM1BI WAMM"WOMMAOONONIICE WONTIa3TMPRC Kf.'1fOR1AKt AMOaMPoG,aClalaRlW.1.1 AIO••RTeet2 1. KATCW RTLOaRTWOGK+aATMRRdIMMNANT+AOTT3l*331TOr A1O1R3AAl1AlYC TNRNO*1t CAM•tlMON1K1Ri TIE TrTmAwTIwW oF.Naal GTlo3 3.. WATLTMdOIBW 2T ORaAWMM L p WAOUR 31. Ck lt-P LOAD TABLE OF CONTENT SHEET OFSC:RIP IO N I GENERAL AND WMAL AT10N MOTES 2 COMPONEtISS *0 au OF' MA;nIoALS�L OF wTt7ws 3 COMPONENTS 4 VERTICAL INSTALLATION GROSS SECDON 3 tYPM, -, - LAININ CETAL DESIGN PRESSURE (PSF) RATING son SIRES Dow PURE 010) R%1" ($t$ NONE 2 .R) DB RICHMOND, +/- 136.0 DS ASHAIM . rrP NA gPo i aTAse OP � �Y$pMfiNAy. TPf D RVM.INITTs1UDI L 81:131MIE1 O" due Rkdr-C t 1�Ds r Asishalk B ! SEs"ks; to ImMilumd by C; , hie darearrurtnated TKRh 0ls w ttlarrs of the plaidda eudiwg Eo& :arid s & AtN aahha TirnLngtN rH . T!vitit thMR SaaMdatdt (s w and ,' i# Uee eat to�Tl ewnrn. 2. stiT 3AmmonEd Ion 1101-Ma9wY4 M i'AP3.33., - - 4t., aL4tN1 Aa:e D3T:411-r.YMIA f INO:et t' 7.2.7.1,. s14I01.7.4 , WWiS . .AISTA a7IMT,.tuft 10117 T1> Emmmimffoa 14+t#) agASR r 0 �'. IR V'.19'la1 MdtlASM Oka 110001VISs4 1 uIL I tow ,LPW1s93 i C " NO a UL AM WrIst,1? a 05/.KAIIel uL t Ada 0*24a Oi4K 71:1 11VIN tiael U. fa AMCINO 01ACIM= 1140" 1ae3 iY 1 ASMttsDALWOM 141111VItat 41&- !I AV"OVA$ O'�J4esilr esA'31Plan la.. I A SSAat',I6444 114'37/1Ya3 1 A Iuwi OW403228 owvndas Lt Am A*T% 4 0011 INIS4s avlotleas la, (T 1 ASM CA„ 6 A i 3213Qd3aali III1 A e 04611, C04at INVISV3see U4 I Af,AN4d$is1,D6eft OWAX$074 ,Mil � iFi It 1 MY" ��4i Q:CAIrYn 1I k M I A91M asLs3AEHsaH3 00c"t t s Imo" U.. M T AS M 11I1,91 (100CCOW211 "J13n 011 :7 UL 1 AS M 111191 OrAXIA%1 aR LA: t. _ AS M WL61 W-ftt: 299? L:s, t' l�f CitrL4#�,,, CA.31A or_":7:143 #i�$Nl�ftox 1A 1 04M 0"ti,.CbJ30, WOA aMiCAeel OLrA)31`OW It TO ASSMCTxt63.t.ON" OXAS"Isr U"m IA,. I AS MC114Ls1,.0 U" 06Clriot .MaH TT$a`r Li I AeYM DUAL OW.406M OUnwill" Tao !1t 1. A3YM O3 a1. A& *S" 1I Daiwlf laet! 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PRODUCTMIESCIOWTIONS 4-I h "Wort t n anted aria a Lass isinkscall. 3-tail a*hsk rDc� Mors. 4 2 CataNalal. cmagm It ( raid try Ate i 3 Tw, 4 uneerNr Mtahnraa It"Uf* vmdaw A1rcm wf tat Tanersdirm no ,a' -rAere9rdliva ai:, Tim40 / ONA SWINI lkrbmtm ultra NO d It1 t aid WIon dlend we aWlf nk nml %hind. 4.3 SWENM k a , S-wb awt"R mot ne*nk. 4.4 idg-1 It A-kHtipe A l i t III wglts 61 5. 10, ��U zed am aate hip and axpW r3d4_S knikan Suarser SD^P Shanirlas and VAnisherlduckff 3tww Strip are a sterw strap ; tar emphaft ftKif shieaqim. S. LBUFMIUM S1.I Trds EvaknOm Aupwk is not No Rme In wet Nam. S:2 Fee timadlicatum Is not pent of slime ttelma, nOw to rl"M tart MOW of Oft produc- S-3 wini Ckjoraftanon- 5.3.1 All W shingles poled harem am Clemlilled in eslordanct: Tor FbC Taber, LS Y..2.7.1 and MS-2-Ci SUM A91#4 03161, Cffiprs F awAx ASTH 1071%, amass N, Indicating the al igilin am acceptable far un in a# wttld man up to V w - IU Mph (V.% - 194 mica• tbdaG to season 6 fior W rourell ftk Wmid rating. S,9_2 All doW 1hip at 41ge snoOglas nosed tawon arse Chissilled in eamr4axwe vah Foe Tabim IS67.3.7.I and R9tt5.3.6.3 Da ASTM 03161N, tNl are AccoptatiIs liar tw in all Iliad Isme9 up to Vm; - VW mph aMA Sectim d for kabloofte s to meat this wind ref*V- 5.3.3 Chnnificatitz by ASYN On$$ applies to expormne calevoiry 6 Or C and a Mau bright of OA or 1 by a quallfred deign pKilmiskmol arm nipth e d for analluorm uutudel: OmEna the Shingin marnslamm for diaso spedillic tat sect SA All pnxlu Cs b the matt nuwmdgy *heel have ouiaaty auRwazz awk h1 asth the and #`_AR". grAe 4111-3. i. IatilTAtiAT�IS b.i tea SLICE tired sflea be occIagrialsie to GAF and shall hatl Pradua3 ar be wanly Appeoved plow RAft 90-3> per FOC SmAkm IIS07.2.3� 3507..2.4 or 3.3. tL2 aaTY' l!n _ d s 1.M Ewefae u" 4944 f:AhL20'sitd .1 s .»s a NUS d D.oso SUWA(E E)P[ISE 11 W COD6 RICHMOND PANEL/D6 ASHBURY ;RAL71O NO YSA4l. NIN PJRR41 ,C NR1'A`J BILL OF MATERIALS DESCRIPTION ...__-.._...-.. .- ILATER:A. 1 KAYCAN D6 RICHMOND S40ING VIIM (WC) 2 KAYCAN JOB NSHMM SOF4 VINYL (PVC) 3- KAYCAN STARTER STRIP '."•-..-_ VINYL (PVC) 4 KAYCW J-CHANNEL ..._-..__ vom (PVC) INSTALLATION ANCHOR: 0.14' DIA a 1-1/2- LONG MUG SHANK ROOFING NAIL WITH 0.40- DIA HEAD N. GALA. STEEL OR STAINLESS STEEL tomnu mw r ow Scuola DIAL 1NtOHmt U' aC 1FJ rmn MAIL aADs wataoww IV at APPPPLL=WARaN AiRMLT Comm DINE OLY IOI®1 mix TO HLLa all 0 9i I� L311 A IIJIIY UNTIL ROOF UNDERLAYMENT APPLICATION TIPMAL M GWAaalWWx saga [TO L ROOF COVERINGS SHALL BE APPLIED IN ACCORDANCE VITH THE APPLICABLE PAOVISDNS OF SECTION 1567. FBI, BIDS 8 FOR Rom' SHIES e18 LP TO 44e CMEILAYIENT SHALL BE A IIaMNI DF 2 LAYERS APPLIED AS FOLLOWS- CSEE ABOVD 3 F�13R ROOF SI.O'ES Ode OR GREATER IMDERLAYMM SHALL BE A MO MIN OF ONE LAYER IF UNDEII.AYMENT FELT APPLIED AS FMIMVS+ STARTI G AT THE EAVE IBDERLAYM]R SHALL DE APPLIED SHINGLE FASHION PARALLEL TO THE SAVE, LAPPED 2' AND FASTENED SUFFICIENTLY TO STAY IN PLACE UNTIL SHINGLES ARE LAID. 4. DRD' DUGEI DRIP EDGE SHALL BE PROVIDED AT EAVES AND GAILES Q• SNITS E ROOT AND OVERLAPPED A HIIMM 13F 2 INCHES SAVE DRIP EDGES SHALL EKTENI 1/4' DELOV SHEATHING AND EXTEND HACK W THE ROOF A MINIMUM OF 2 INpES. BW EDGE SHALL DE MECHANICALLY FASTENED A NAx1H M 13F I2' ON CENTER FBC 1507.3A3 *rrY : 6.2.I k4labstion of hvSkart SEvter Strip ShingIles aW Wicalbaftxkcr Seirter Sfiip $WMjl= Irl" €1nOr wort that nor`s cu. von pudlished asnuatmw e62 A "Ili Df t 6A.i Instaftnion of aspilrolt sA stoO camply with the MA is cunt/ t pateshei ftsbudkmsLadlhimun (41 rA t Per shihod, In, InGoonlorKe with aSO7.2 Or I erect the >• a 1 Car>£a 111" 301, Orland sees III CVJR4 y Mto t1N and re"be Minimum Eve (9) finamsers pw ash 6.31.2 ftoorAm sdtaR 4He In upardance wlith mmwiacugwls publistyrd regletweegge, but Haan lows OM ISC 13021-46 at 2-s ShViesore Tact 6,1_1 Where the Met shwe awmask 21. u"M W"icaa to 12 1,1111111s; hortessrar, speck! meninso Cif anR roClubed. Cn *kt the zhvgft numuriectraw kr dehoaL &A Ntp A 6.4.1 of Aidgrinnt 6. to end ftighm 12 sic i it with ilia amu current Inge ctsms ankh a 1=12) waft per Slide (areal of !ore (4) pr zhbnbl sad OHRNaeri. 6:4 a boanda0m of , F Tins nvillp shim me"publisrfmid i hia:. (7 t— (2) Mau yen 6,4-1 linsksiedlon of T skip mul ft$qe t * ththatpllt With the ms`s arsnanT - bst with a (2l ronds, per steeple anal dais of UPI dens anvie, Polywatheme IPL Onofing mat or Tatpd`ost Flex sad &A-4 shall be in ,a once M0th the ruseadachaves puthshed mWounnerAls, but not few Rw3 fI&E E 7 Let en Od 3 Staphesnanotpesnaked. 7. LAuLvai 7,1 tack vi sW hear a permanent Irde with the neea'a rwn% ire, cdyI st" mid ,eqa of the Accrallited quafty Aswrisom Aspen Ly nAW ill. 7.3defiated AqftM Oft, fiai,ie i 711_1 t 2 ai 1, With OM ef lies PtRiMair RequamM eNim AS varinst try the4N JurkAtilon to 00ar to Pam. S. KeNurAcruntuts PLC the Rornord QA eatBy+ kNr inhamnatibm an which pt by PhOWN00 Rams, 9*3 4Al 10. QuALMAMUMI EfMMY1 nfe;- QWY43, (847)694- 111 IRMO OF LIVALL14'tte201 R 11140*1. afore L eltl e2,iaeJ"20aT fhTa+s 4 erf 41 UNW"V W T ILTAL wv UK Aa MIUII�YIdT woo TH CO AK WnH Tf sea! IaleR FICT _ lrART BLCOu c D VIM T� awME rattlR PSTINT 1`11111111T ULLSCaRal VI1N ROOFING APPLICATION L ROOF COVERING& SWILL DE APPLIED DC ACCORDANCE VITN THE APPLICARZ PAOV== OF SECTION =7 rSC AND THE MANUFACTURERS 114STALLATION DWROCTEM 2. ASPHALT SIONGIM SHALL SE USED [PLY Di ROOF SLOPES ff ede 13R SEATER. Fat ROOF SLOES FROM 82 IP TO 4,12 Da1TR r UND RLAYIENT APPLICATION 13 HEaIEO, 3 LaM.Ess OTHERWISE NOTED, REQUIRED UNDERLAYIENT SHALL CONFORM WITH ASTN D ISO, TYPE 1, OR ASTM 4069, TYPE 1 FBC 1=33 4. SELF ADHERING OTCUEN SWEET SWALL COMPLY WITH ASTM MW5 OR ASTM 93462. FBC 15673A S ASPHALT SHINGLES SHALL MAVE SELF SEAL STRIPS OR BE INTECLoaamG, AND COMPLY WITH ASTM DPPS OR AM D3462. FIC 15PJZ & rASTENERS FOR ASPHALT SHDIGLES SHALL BE GALVAN[DS, STADLESs STEEL, ALUTAM, OR COPPER ROFDCG WADS MDDIBH 19 GA COIN INCH SHAM WITH A MINIMUM B/B' DIAMETER HEAD, OF A LENGTH TO PENETRATE THROUGH THE RING MATERIALS AND A M MM OF 3/4' C19ND INTO THE ROOF SHEATHING, WHERE THE ROOF SHEATHING 19 LESS THAN 3/4' THICIC THE NAILS SHALL PENETRATE THROUGH THE SHEATHING, FDC 1507.3.E 7. ASPHALT SHINGLES SMALL IE SECURED TO THE ROOF WITH NOT LESS FOUR FASTENERS PER STRIP OR TWO FASTENERS PER INDIVIDUAL SfI GM UNLESS OTHERWISE NOTED ATTACIPM Or ASPHALT SH I GI.ES STALL CONFORM WITH ASTM B3161 0®gIED TO 1U 1PHD OR M-DC PA W-95 FBC AI7.37 1).020 0155 j-_ _D.7y� I r., <..D 1.7DD i. DETAIL A A -- I KAYCAN VINYL 3/4a J—CHANNEL DRAWING NO, VJJ34 o :2- / \.-RO.CaC KAYCAN ALUMINUM STARTER STRIPITRIM PRODUCT NO, 1082 DRAWING NO, ACAAS-180OUA a: 9 Nt, $ Ne aT3y egyT wth'o Ii¢ �7111 STATE OF fwLt1 �'�nq�A„A„L,101 EXTERIOR PLYWOOD NAILED AS SHOWN IS DESIGNED TO WITH STAND MAXIMUM WIND LOAD RATING OF 130 MPH WITH FASTEST SPEED OF 110 15/32' CDX SHEATHING SHALL BE NAILED W/ Bd RS NAILS 2 6' O.C. 2 EDGES AND B' O.C. MAX. IN THE FIELD. USE 1/2' STEEL PLYCLIPS. u u u u u u u u II H II II II 0 n n STEEL PLYCLIPS n n n n Bd RS NAILS (I PLYWOOD NAIL PATTERN (ROOF) 2 3 4 Sf1AS WNIWAT. SEE GENEML NOTES 3. 6 AND 7 ON "ET 1. INTERIOR )/ 6 PlT'pOOOlO50 S-at4+D NRJINW. SEE GEKA+L NOSE) ON SKET I. MAIER RESISTIVE 11 RIM. SEE GENERA. NOTE R ON SHEET 1. Ni I SPACING 11.13' YERTIGAL SPACMO (SIgRH). TORE TAKE AT ROW SEE TAR[ AT RM.11f. HORIZONTAL ANCHOR SPACM (IN) IV O.C. rX SIM OTIrCllrii 31awMD[ �'� � Os 1.wR os WR T/w10 a1'�m�a00piD �° u sRaTM1 sir, MIN. T11R PLYWOODOOSI (2X STWS> /4 O.C. M MINL file Mk )/� � a VEFITTtcAL ANCHOR SPACING (Fla) ta'O.C. 2X STUD - �a l9alYTt TINCRa OM a 1ATn 3wM TaL T7+r nvOaGEaT3 I+.0 MAN. 7".. PLYWOODOW (2X STUD8> Ifr O.C. A M+IL Tina rw )!w PLTTOW/!lo aRT It.la aoNeo. * INTERIOR (DO- 06 VRr((. SIORW (DODO D3 AMYL SIDING INSTALLATION ANCHOR® WAL.ATON ANCHOR ED 11 TB' VERTICAL ON CENTER EXTERIOR SPACING - az STW D1& B' VERTICAL ON CENTER AJY STARTER STRa® SPACING - W7/16- SHPATHM 4@YOM J-C1O0NAEL USED 4' IW. AS VERTICAL TRw Ltf INSTALLATION 3�A RTaAAI STNRMMR s1Rr 06INSTALLATION ALUMINUM 2 STRIP J- MEM TRIIN S2E BT SFRIPDNSITALLATIDN FM AIDDINDINAL DKTAILS , E Ilo 4aTU { 34AT* OF �W 'W�ZiN1AL��• FL * FL16503 Application Type New Code Version 2010 Application Status Approved Amhived r Product Manufacturer KAYCAN LTD Addr Phone/Email i Memorial Drive Richford, Vr 05476 (406) 553-6818 Ed 0 al exjovancvicOkppeoducts"com Authorized Signature lovanovic Alex ale). jovanovicOkpproducts.com Technical Representative Alexlovanovic Address/Phone/Email 255 Summedea Road Brampton, NON -US 05476 (905) 793-9462 Ed 235 alexjovanovic@#products.com Quality Assurance Representative Alex lovanovic Address/Phone/Email I Memorial Drive Richford, Vr 05476 (416) 553-6818 alexjovanovic@&pproducts.com Category Pa net Watts Subcat wory Soffits Compliance Method Evaluation Report from a Florida Registered AIThitect or a Licensed Florida Professional Engineer W Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who RobertJ. Amoruso, P.E. developed the Evaluation Report Florida license PE-49752 Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2015 Validated By Steven M. Urich, PE W Validation Checklist - Hardcopy Received Certificate of Independence FL16503 RO COI Coll 2241 _Rev0 413-0204 KaycanSoffit.sxif Referenced Standard and Year (of Standard) Staftdard Year ASfM D3679 06a ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL16503 R0_Equv_EER 2241 RevO_413-020"ycanSorlTltp( Sections from the Code Product Approval Method Method I Opt on D Date Submitted 07/29/2013 Date Validated 07/30/2013 Date Pending FBC Approval 08/27/2013 Date Approved 10/18/2013 BAYCAN LTD VC AND ALUMINUM SOFFIT - SOLID AND VENTED IIYSFALLATION ANCHORAGE DETAE S , THnIF00KTHA65EEM TesTw�vnoaaa+corocanTwlmTuaaa�ar�aaaamw<oamatwcl EMO.lA3MRtK Hgxwnarn nawcwE lo1E Pr�xOAT TfEaNIEMAP�IAIF8N10YM10MTM5MflTiB� t AWIOMt Se,YL 5E THa rvpE, dls. Hbk05ENt NOEOEE4nTAMCEBNow, �aMFat xwECTwE ESIYrAaTE TN{F),Tllti£MOpJCTlNEa[T9Tl9T9MTMEna0Y 8aa16M1N.1%TIEML<i MDFDdfA6YY 19995i lliTNiaTgp NiGl0atY1Ni1.KAB7Nn+M pF T1S p16MgT3/aOWaiTNKACII a0l OIVa16DM t5NRD0lAAEO wY010a1C. YGTgM t/IaSA AMD1maFAGEl�TgMTRMI uerA[SdsMTET4 n, H. n AMait. Y OE9wI Pa061ME pPtMlanaNgNNOliNB NRET�COWIENlED AT 1+OEAME NIDM. v, mMFIVE WOT16n1EMalNAC.YIMMMOWWWRW>:a bYnuNI, THE OPFOR.T1a1TEAYEwOM 1tN/YYENKaEpT EY4WE W41aN1fa36MG3EIM16RliNmtAA1NT68TiltlCq /WM. WOIf YFl6ERAIIf1®dMp MMU AMxv. m4E p[TAMEFH.mulYYolToweVYVBYecaa4ww.rM SusnMrzAMmEra.. - Y2 HOn FM4 YA0lIn LEY TNNTNE.YNMWalalali.T EDFKM W11flY FAME wDMNW.L.VRr. u a!n&MIE wCns BAEATelT,MMTlSeraareur tE,te T,NaiHEwYMlMan}6N. TlBnPwYY I.AU TY4TBIesmMU Hav¢ Nff9CNTNBa9RY1NCaaF�VIOPWiflEYiwAMT wT#RTtE. UFARYa(T[pIGAT@ NMPAT1EEa TAIiTae t4esv,MTE W11"Vas ta. EME wDtlOdMATaTHN,+nEwwwEA+awvma+nw+nwyr.uowEa. i TNEaOOtIITDY =ne. MUM MINMEUXRYBFOUPOMN9/®Mq YMA6F6Y4TMTgpTWiWB WPMTIMf'. MG,YANPOONT m,1M,Yt'L,SAICIR TDm.ORTYEItVnaEll+YIONEaMI@ 1A00AiTOw BTAI®®OMwNaS. {, Aatp T THE®aFr F aTracruaAl CGMrfiMTE. wf01N'f1VOM000 fliYMIOCMM9tiY Tiff TIVAWMA OIYBTRIIT' 11l80mi Ot aUETEIYIA TO emspL s"MITY TwiIII ID TIIAMaBMlaAPPlIEDlMWICT fat66 TOTMT BIaUpUI1EAN)1B11EKBPOIIMEBi1Y05111EAalYSTHCT oA eloeeEe of aEma6 aM! TK PaOELT. a wENurYiaEC�w95omT5taulEECIECM®aJlr Etaslfruaa.AOEtlNCY.MwGE: QMal MDERCTE Tw.r wY 1MrcauoE i1[ 7oFaT AFO!! Potmeepe m of BC®FN1CTYlIn YttLL Y ELpiMTFD. [ McUWTE1MYb9FaT NA ACWYOIY+FJLM AY C9N4t MaTY. BTAfti&r$TN,L.NOVAPOACaD OPBptit 81MLL Y9alENACCCAIMNC21WTH f11E1NaRalaM enlIXFgC00EA,10 Tf1EWefACTylI e15TNC.apE. T. arlE coroa3oHa T,MT OE4MTE ngYTHE OETAtt^..i THnEMaNeF&MMFLWWRIIII Ewl,MTiN w A trmMEaoe7EEMa oa aeartrwo IUYSTetT a toFaTSM1teE UEaEorAmoMorxr4 wTH.�taFEC YEcroM lzlsaszuaBnaTc:Yrnwwx2 e! I AxoYSn sSlMNYn.1AY a EOai11ETH1E[AIFANACmM4NF�wTH3B1oMC•Y4IIOM tat MIC, WGaNMTMEAMb.'®eON1f tCMIDni ON4HIeT1 M. wTElepx qt. COWNY IamaTm00NCR N CokllO OF MnFACNIY11a1MAFgOtEAtYP/CN)WWi !wlealw 58eiN9 THE EFemcAnas a AitM D3tN. aAt. MAYGMaUtn116A110PIClSIL YNIMBOFAT6�fNOMNbIMaaw A4AMwM.1aTY Fa TesrmTexa.E sTAewTpes m arAaoN86 sraownlaaa+w� nt aY aesrYFaaaontraalcMluTMAa TABLE OF CONTENT ENERAL NOTES AND SPECIRCAn m. AND ALUMINUM SOFFIT AND 4 FASTENER SCHEDULE No SC SOFFIT AND AOCVMW PiDF7t OFFIT INSTALLATION CROSS SEC WALL SIDE - STAPLE DETAIL WALL. SIDE - Nat DETAIL EAVE/FAsm WE WEAL DESIGN PRESSURE (PSF) RATING VI (PVC} SOFFIT SERFS EAVE OESM PRESSURE WIDTH 00 (P&M 12' TRIPLE 4 SMID SOFM 10 +109.7/-33.3 12' TRIPLE 4 VENTED SOM I TRIPLE 4 CENTER -VENT SOFFIT 24 +93.3/-33.3 12' TRIPLE 4 CEMER-O-VENT SOFFIT 12' TRIPLE 4 FULL-O-VENT SOFFIT to +113:3/-46.7 10' DOUBLE S SOW SOFFTt 24 +106.7/-40 10' DOUBLE S VENTED SOFRr 6' BEARD SOLID SOFFIT 10 TO 24 +t08.7/+a0 S' DINED VENTED SOFITT EALVE OEM" PRESSURE ALUISIRNE SOM BE1 1100THISI) (PSF} 12 +93.3/-40 SP-= 16• SOLID SOFFIT 24 +q/••36.1 SP-800 IC VENTED SOFFIT 12 +105.7/-46.7 12.' 3 PANEL SOLID SOFTR 24 t93.3/-40 12' 3 PANEL. VENTED SOFFIT OESR#! PRESSURE RATINIS SHMN ABOVE SHALL BE COMPARED TO LOADa10 BRED MSI ON V"d C WM SPEEDS, VMS PRIMECT DESIGN PRESSURES AS DETEWNND FROM AWE 7-10 BASED ON VuR BASIC. WIND SPEEDS ARE PERMITTED IV SE NUTHE LIVUED SWRON 'ISOro'T+OF aA1841E. Io�FROC6FORC 1£� N1" .NM A DETAIL A 12" TRIPLE 4 CENTER-O-VENT SOFFIT - ViNYL z_--- z 2EA DETAIL A 12" TRIPLE 4 FULL-O-VENT SOFFIT - VINYL it � t E sLq o SP-600 16' SOLID' SOFFIT - ALUMINUM t - ! r 0°0 0 °°° U{I° 0°0 0 00° 0 0 a 0 01[ 0 a 0°0 L 0 0 000 0 0 a 00° 00a a t,1 rP' D" xx. u.u" ai9n I SP-600 16` VENTED SOFFIT - ALUMINUM.,;a+iiiE� 9TaT>C' aa,Ha411t THREE (3) MIN WC LEG LENGTH X 114- WIDTH CROWN STAPLES W A TRIANGULAR PATTERN 24' ON CENTER FOR WOOD SUSTRATE. SEE PATTERN DEFINITION BELOW. 0.OW (VINYL) OR 0.125" (ALUMINUM) THERMAL EXPANSION GAP 3/8" MAX. I�BETWEEN STAPLES. I318" -� �- BETWEEN STAPLES WALL SIDE - STAPLE DETAIL WOW BUSBTRATE pa "hi APPROVED VINYL AND ALUMINUM SOFFIT AND TRIM SCHEDULE a UPI Vinyl Soffit Bird Trim f SS Y. ` t I r� g4 eA� Mw4�E w..I `c�'••4t8EpOt+• 4tTBY���Lln � ,,as =$ } sTJa�37c Ing tOaip*f� �M �IGiwAig`tfl gIMM1� PrProductft ND. Panel tailgttl in ThidIHWHss (in)Not Flee Mee . i near R ILL iTee Aiea in ft KAyFan Aluminum Soffit a1Nf ttlm KzlyanDnwing Panel Length Not Free Ms AMtFree to ft. SP-6007E"Solid Soffit (Aluminum) 606 144 0.015 n/a n/a SP•60016"Vented Soffit (Aluminum} 605 144 0.015 7.70 6:17 12" 3 Panel Solid Soffit (Aluminum) 9578 144 Q.MS n/a n/a 12" 3 Panel Vented Soffit (Aluminum} 95k7 144 0.015 6.57 6.57 22 4"Fascia Trim (AlUmintrm} ACAAR-k80DUA n/a 0,022 n/a n/a 313-- .765 .6T6 /9 49 .O 1 10" DOUBLE 5 SOLID SOFFIT -VINYL us 3.�1a-� ran ] All a aw! d � i}C�pgt'yG 10 DOUBLE 5 VENTED SOFFIT -VINYL ,p,l1KA3w. wryA,40ry �i'E°i° as i x 31 i:4 6 6. 66 SOFFIT F-CHANNEL/TRIM 22 ALUMINUM ����` 4" FASCIA SMOOTH ALUMINUM j .I .51 as .7 -1 .7 s H,} o.a .79 .71 I d, *�SAEAES 4A,F �'p' A3o 49Ty6 SOFFIT F-�OHANN-Elf TRIM b-7YlNIL3r <aa,a�d ��awnMA" MIN. 3Ai HEAD DNA. NAt WITH 1-174• EMBEDMENT Za' ON CENTER .FOR . WOOD SUBTRATE OR MIN. 0.097' DIAMETER T-NAL OR STUB NAIL WITH SAT^ ENGAGEMENT 24. ON CENTER FOR CONCflETFJMASONRV '-- F-ONRMiEt 2 0.08" (VINYL) OR 0.125" (ALUMINUM) THERMAL EXPANSION GAP WALL SIDE -NAIL DETAIL WOOD OR MASONRYK:CNCPETE SUSSIRATE 0 313-- .765 .6T6 /9 49 .O 1 10" DOUBLE 5 SOLID SOFFIT -VINYL us 3.�1a-� ran ] All a aw! d � i}C�pgt'yG 10 DOUBLE 5 VENTED SOFFIT -VINYL ,p,l1KA3w. wryA,40ry �i'E°i° as i x 31 i:4 6 6. 66 SOFFIT F-CHANNEL/TRIM 22 ALUMINUM ����` 4" FASCIA SMOOTH ALUMINUM j .I .51 as .7 -1 .7 s H,} o.a .79 .71 I d, *�SAEAES 4A,F �'p' A3o 49Ty6 SOFFIT F-�OHANN-Elf TRIM b-7YlNIL3r <aa,a�d ��awnMA" MIN. 3Ai HEAD DNA. NAt WITH 1-174• EMBEDMENT Za' ON CENTER .FOR . WOOD SUBTRATE OR MIN. 0.097' DIAMETER T-NAL OR STUB NAIL WITH SAT^ ENGAGEMENT 24. ON CENTER FOR CONCflETFJMASONRV '-- F-ONRMiEt 2 0.08" (VINYL) OR 0.125" (ALUMINUM) THERMAL EXPANSION GAP WALL SIDE -NAIL DETAIL WOOD OR MASONRYK:CNCPETE SUSSIRATE 0 SMecaae r-t2nn°ei' fsbaa LieeAeaat JAK.. Woad Min. tlr DiaNAil wilA3(6"Hkad as 1-11r 24" ddti i1MM 131111 I.1461N+Bd+"1R4"WiTowel ya. u- MITaN xMn4AIYMin. 1IMI D.D47•%mmlarpaNa,xd T�fg6 arStub. Nall W. 2Y.ft EM SHda suMaaYr SwRa Fanner rAw WeaA 3i6' le6 {,eT`tfiX VFHM 150.trowa taTaHrd n FDA P+Tde PanaeT EINe neat. Ma.S Sd.1-B/4"toH6c0.0TYDla TAmNailSttinnsT 13/d" 3TS TS^- 34E5-- DETAIL A 12" TRIPLE 4 SOLID SOFFIT - VINYL a17 33 ---•••2667 -2317� 8" BEADED SOLID SOFFIT -VINYL ROOF TRUSS - SOFFIT DRIP EDGE. FASCIA.. BOARD - FASCIA TRIM FASCIA -SIDE DETAIL • WALL -SIDE DETAIL 2x WGiCrD FRAMING WITH 7J16" MIN, PLYWOODIOSB SHEATHING OR C(NICRETElMASONRY SUBSTRATE ROOF/ WALL INTERFACE DETAIL WOOD OR MA30FIRYtCONCRE'TE Sl1sSTAATE 411 11 346 reeFret � .. 3 1 FA1L A 12" TRIFLE 4 CENTER -VENT SOFFIT - ViNYL a" - DETAIL A °I �NiJ••II ii��Os a��I��n a3aV�0 Ti`-' �,�vA3a,9 �.'X 3 3 '133S I H 11y13(1 9 111111311 lD .� 0.6 j uv 13.0 I 120" 12" 3 PANEL S©Lit? o.Tso SOFFIT - ALUMINUM t 3.QOD _ T2.O 4h`�j�'� 0.350 12" 3 PANEL. 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P TYPICAL i aaeeeaeR.eewrww,trt I F r zas�ssyenwrs>nmwararwrsseewsa err X j( g Dorm. .wnlowoKravter.maursescrxv.+uts»,ra.warxawummres § 1 MECHANICALLY FASTENED a Au Maier Y aw x yr . X O E Mo*oA nl exeewnaMw Rm, aeesA MraM «aArwraAs u X X _ 6 FASTENED FRAME CORNER ASSEMBLY j4i'ii1R" FDAs+rr wmwAema .neRwr Certification Agency hfiami�ladeBCCO-CER www Fax,ecr,raeeawt Mawrree X O 2 3z TYPICAL PANEL CURh1ERASSEMBLY 12 nix aLvvarF ! mam� RW2W*eraz A •arr,ar�ADnxORAtavnaroeaRa»MrKAA r r TW A,u,4'. Md6-liMl Ml, OTe.1f:M11'YSB CY.afA'9kN'k:Y�M4X�E9A•1/1�"In \/}� learr6f aeLF,tEL f}FSWLeer to eRKa,aaa tMFat ow.*a,SgMM_ •'a I INVAML •rsA MEAT a-Yi'AMi '" os-s1a ay�t, .. ....,. 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M!164 ULIAea apRiLJt/AC OSM4NrD relialK, 11HT#stEltlrfltklK llAY q mTr ,O,RrORYAgOw. ' 1 $AaOt*I:a1,�YFDOD eIart'A'aMeNt WIACY AMS.wPSetY �r�aLrn.�,,a�r�..�rrraarmmLsalersr:owsawrewomxaMsrker>�a. `a�".�-'� ..I�'^"i• m'I�cmraemo Referenced Standard and Year (of Standwd) Xw �°°�Diwz KMa TRSARA 1rAaR MFxs Myer rx eafwu rAKAUo 4,D1RY cs 7 +O RPMPSA,wASR1a na a1AYTna o'Lrrurl, y� TAS 20i 202 203 1994 Equivalence ofProduci Standards Certified By • .� ,tr,AWt. wWatr,kOMMU a7.i 1p'FN,. awe , I ._... ' ? .. _3•.::'.,_''._..,"�+ I _^ _. i, floe" �r n f. o =A la that there are no changes in the new Florida Budding ng Code which _4 ___ ._._J = 4� ( - I I a#&ci my product(s) and my Prod uct(s) are is compliance with the new Florida t W FRAM EAD DEi .... t T B Code i9 r.as akaa AUK,.. ARL7gd%i�eE t +•Ina f ;C _ ie Dakar agar ° :7S 5 t m'Rmw %r f _s' "�t(� , ` r. J ,r' �"• � �P{ L� sWrrre�tIKs�� r i e. FeP £r 0.]PP is Doatmentarion from approved Evaluationa VahtlahonEsmty >r..ab.� (� iJ - < �" me3f --� +*� a,oe �s,-s �aU rja` i ."r''� ' %F_---;, � « � - 3 �... �.. XED PANEL `r eLw* swa 4 a t 1 MAIN 3 PANELTSTI RA L RLOCK PANEL I1tTERLOCK S1i L Rl i ea No NIA // > i1 �. I l g wy`. MAY 1': i to .EA1ptyNG .t1TFK46'AW �.+:�' ,. AliR.t'4• a YaSY' MS s'. E''P'• i4i f'w i'i' 3'4 :�� 1 :muse �, t i , •t $ i rasa � %f PLC 0' a Y'-0' so6i•7rf a41i/ FL11258 R3 COC SAI1259 sitmed and cat 12-21-1Lndf /, = .LOCK (J t l = ,1 t FIXED L i( INTERLQC% 3 ASTRAGALa INTERLOCK S VE :iTi € , kw �'` �. �•�. �i�ei,s•`:.P"auk� 11 ewrs taessrfrsA* aL rek'-r *AdrrfmalaA 1L r-pr-r arnelrmsxW tt a'-Aw AAaea:w LL v.*v +wess,arxtOn } II 1 �-xs+r .; thrr:� a .o.wFr s.w .L Product Approval Method Method I Option A � l i°f l awseMs,rr Jx p[. Aoueea*a "l erne A""a � wmATSAIs . � � ' � :eefAKRa MJMUAOMf: L%•'WWL � ; ;'#A1:80 arLv. € l{ ,M Dm,�� c[ome�s �.., ,,_ - a V ANTI-LIFTSLOCK kF 3 STRIP /,;� ROLLERTRACK FRAIL REIN FCiRt MENT € a s ACTIVE K STILE a.L ; ti' J =' • t' L J P Date Submitted 12.28:20I I t r . xw u it r . r.X u; r, r raAII,Rcnr 8 / Rw r.Ete rY + � A _ Aa Date Validated 12t28'2011 t �• f e_ u Oaw ! II 17 t .mF - 1 r F t� - :: ::: ptl isOGlbY: i i• \ iryp 1 AiaW Date pending FBC vat ,Ave:TmAD R i _ fir° .4Peur ....X::✓i 1._ .. -IAlana::�t H• z�„ i lg APPm t..._I s. n R nix tr f i%a v yy :..: _ - SI RJSE1i •' ere MFA Date Approved ()i.O6=2012 f - eRt j ... L........ ., ... � ..if a r.. P-r' RRARIUK Pr 11 kifeMlO ) q,.•,•L613'.•w QM } '` -- , .- � /. 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ImA„Mw era cm r raarRs¢ O to aiei R strut olrmu of fter WU IRTIA £Z) 114AOTb' ryFFET ARYAL 9111 Coro liance Method Evaluation Report from aFlarida Registered Architect or aLicenssed Florida uzrza ra Wa eykaw A°mWa«w >a Ma r,wrmA P � e$•.nor 1K 1psa!tn cKM91.a. 9 a+acmlP BOLLeeO Duec aR 71E enaayaaw alEnw Lem t8:t l Oe ¢YAYS/8' SMFfiT MEPAL 9ZS*EM5 . AIAiEleR10A relloo�xa d 5�ti $EGtf4ie R�A 750E ME'#tY Professional Engineer Evaluation Report - Hardeopy Received * TRAIW ,ra eee Ys ttw riA rrA PAN-2�3 v v , a , mr o PAH 2f'!43 r m 0"I 38,0 P•y.P.: Ae -42- P,m.f. LPAWS. ♦SF�p P. r, i -42.0 P. Florida Engineer or Architect Name who Sc tt Hamilton A aH c n a e . e m e r w.. s,.Yi oA., w,P` ' ' N Tlkw A A „ - vMm as rW TWD A decdopedthe Evaluation Retort � � xR� �j Tj 36 tt "' w6 �a3(� FCFI* Mw ww" ow a ow N' 1P A - iAa, A.Iw ere. 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