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<br />FLORIDA APPROVED PRODUCTS LIST
<br />Parent royal
<br />Manufacturer
<br />Cate o
<br />Subcate o
<br />A/SeAEg/Seg #
<br />Product Model # or Name
<br />Model Description
<br />FL11321.1
<br />Builders Hardware Inc.
<br />Exterior Doors
<br />Swinging Ext. Door
<br />Opaque Fiber lass Door
<br />Entry 'Door
<br />FL15220.1
<br />Plastico Inc.
<br />Exterior Doors
<br />SwinginZ Ext. Door Assemblies
<br />Opaque Fiber lass Door
<br />Glazed Fiber lass Door
<br />FLI5279-R1
<br />Cloj221 Building Products C2=any
<br />Exterior Doors
<br />Sectional Ext. Door Assemblies
<br />FL15349-RI
<br />MI Windows and Doors
<br />Windows
<br />Fixed
<br />Model 185PW
<br />Aluminum
<br />FL3664-R3
<br />Tamko Building Products
<br />Roofin
<br />Underlayments
<br />TW Underlayment
<br />Self -Adhering Rubberized
<br />FL4968.1
<br />Guardian Building Products - Ashlev
<br />Panel Walls
<br />Soffits
<br />16" Ouad Four /4
<br />Aluminum
<br />FL9792-R5
<br />Atlas Roofing Co oration
<br />Roofing
<br />Asphalt Shingles
<br />StormMaster Shake
<br />Fiberglass Reinforced
<br />FL11473-R2
<br />Simpson Strong -Tie Co.
<br />Structural Components
<br />Wood Connectors Anchors
<br />LSUU210
<br />1HETA
<br />Adjustable hanger
<br />FL 11473-R2
<br />Simpson Strong -Tie Co.
<br />Structural Components
<br />Wood Connectors Anchors
<br />Embedded Truss Anchor
<br />FL11473-R2
<br />Sim son Stron -Tie Co.
<br />Structural Components
<br />Wood Connectors Anchors
<br />META
<br />Embedded Truss Anchor
<br />Simpson Strong -Tie Co.
<br />Structural Components
<br />Wood Connectors Anchors
<br />Simpson Strong -Tie Co.
<br />Structural Components
<br />Wood Connectors Anchors
<br />Simpson Strong -Tie Co.
<br />Structural Components
<br />Wood Connectors Anchors
<br />Strap Ties
<br />FL11473-R2
<br />Sim son Stron -Tie Co.
<br />Structural Components
<br />Wood Connectors Anchors
<br />LSTA12
<br />Strap Ties
<br />FL11473-R2
<br />Simpson Strong -Tie Co.
<br />Structural Components
<br />Wood Connectors Anchors
<br />H2.5
<br />Truss Tie
<br />NOTE FLORIDA APPROVED WINDOWS AND DOORS RATED FOR INDICATED DESIGN PRESSURES AND INSTALLED PER DOORMAN UFACTURERS SPECIFICATIONS.
<br />GENFEZ.L S'"YRUCTURAL NOTES
<br />T14-ESE PLANS Ib'EET THE MINiIvAsUM REQUIREMENTS OF THE 2010 FLORIDA RESIDENTIAL BUILDING CODE,
<br />FEC. 2010, & ASCE !-10.
<br />1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI (UNLESS NOTED OTHERWISE) @ 28 DAYS-
<br />2. STEEL REINFORCEMENT SHALL HAVE A MINIMUM YIELD STRENGTH OF 40,000 PSI IN ACCORDANCE WITH ASTM A-615.
<br />3. CONCRETE MASONRY UNITS, IF ANY, SHALL BE HOLLOW CORE/ LOAD BEARINGS IN ACCORDANCE TO ASTM C90
<br />OR �C145, 1,900,PSI MINIMUM.
<br />4. GROUT, IF ANY, SHALL HAVE 3/8" MAXIMUM AGGREGATE, 8-11 INCH SLUMP 2,000 PSI AS PER ASTM C476.
<br />5. MORTAP IF ANY, SHALL BE TYPE M OR S IN CONFORMANCE ASTM C270.
<br />6. THE OUTER FOUNDATION BARS SHALL BE CONTINOUS AROUND CORNERS BY BENDING THE BAR IN ACCORDANCE
<br />WITH 2O23.4 OF THE SSTD 10-99. IN BOTH CASES THE MINIMUM BAR LAP SHALL BE 40 DIAMETER LIKEWISE, THE BOND
<br />BEAM REINFORCEMENT SHALL BE CONTIN'OUS AROUND ALL CORNERS.
<br />7. ATTACH PLYWOOD SHEATHING TO SUPPORTING TRUSSES OR OTHER FRAMING WITH COMMON NAILS FOR GABLE
<br />DIAPHRAGMS ONLY, (UNLESS OTHERWISE NOTED) 8d.
<br />A. 4" O.C. ALONG EDGES OF PLYWOOD PANELS.
<br />B. 6" OC. ALONG FIELD OF PLYWOOD PANELS.
<br />8. PROVIDE 4" X 4" CLEAN OUT FOR ALL CONCRETE FILLED CELLS. AT THE BASE OF WALL.
<br />9. ALL WOOD LOAD BEARING EXTERIOR AND INTERIOR WALLS TO BE #2 SOUTHERN YELLOW PINE (OR EQUAL
<br />(FB = 1200 PSI) @ 16" O.C. UNLESS NOTED OTHERWISE).
<br />10. ALL WOOD GIRDERS SHALL HAVE A MIN. OF (4) - 2"X4" STUDS PLACED DIRECTLY UNDER THE GIRDER AND DOUBLE
<br />PLATES.
<br />11. PRE -MANUFACTURED ROOF TRUSSES TO BE DESIGNED IN ACCORDANCE WITH THE LATEST TPI DESIGN
<br />REQUIREMENTS. THE TRUSS WL",'UFACTURER IS REQUIRED TO FURNISH ALL REACTION LOADS FOR DEAD LOADS,
<br />LIVE LOADS AND WIND 1_10�DS, MANUFACTURER TO SUBMIT TRUSS LAYOUT AND DETAILS SIGNED BY A FLORIDA
<br />REGISTERED ENGINEER,
<br />12. EXTERIOR FRONT AND BACK DOORS, WINDOWS, GARAGE DOORS, CLADDING AND COMPONENTS ARE SUBMITTED
<br />WITH THE "TEC IINiCAL MANUAL" FOR INSTALLATION AND TECHNICAL MATERIAL SPECIFICATIONS.
<br />13. ALL EXTERIOR CONCRETE BLOCK WALLS ARE DESIGNED AS SHEAR WALS OR SHEAR WALL SEGMENTS WITH
<br />DUR-A-WALL F 1,INFORCEME''IT EVERY OTHER. BLOCK AS PER THE REQUIREMENTS OF THE NATIONAL CONCRETE
<br />MASONRY INSTITUTE. IF DUR-A-WALL REINFORCEMENT IS NOT USED FOR THE ENTIRE BUILDING, LENGTH OF
<br />ACTUAL SHEAR WALL WLL BE DESIGNATED ON THE PLANS.
<br />14. ALL OPENINGS GREATER THAN N 5 FEET TO HAVE 145 BAR ON EACH SIDE OF OPENING AND FILLED WITH GROUT.
<br />OPENINGS GREATER THAN 12 FEET TO HAVE 245 BARS ON EACH SIDE OF OPENING.
<br />15. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD,
<br />16. ANY CHANGES TO SEALED DIU0XINGS MUST BE APPROVED BY THE PROFESSIONAL ENGINEER OF RECORD,
<br />17. STRUCTURAL DESIGN CRUTERIA.
<br />A. BASIC WIND SPEED = 140 MPH /108 MPH 3 SEC. GUST
<br />B. RISK CATEGORY lU
<br />C. APPLICABLE INTERNAL PRESSURE COEFFICIENT = WINDWARD
<br />LEEWARD �:0.18
<br />18. ASSUMED MINIMUM EXISTING SOIL BEARING PRESSURE = 2500 PSF
<br />19. SOIL NOTED AS COMPACTED IS 95% MODIFIED PROCTOR, ASTM D 1557.
<br />�t r
<br />PLUMBING NOTES
<br />1. PROVIDE PLUMBING FIXTURES, AS SELECTED BY PRACTICAL CONST. COMPLETE WITH ALL TRIM TRAPS, STOP VALVES, SUPPLIES
<br />AND ESCUTCHEONS,
<br />2. ALL PLUMBING SHALL BE IS STRICT ACCORDANCE WITH STANDARD PLUMBING CODES AND LOCAL ORDINANCES.
<br />ID 3. SOIL WASTE AND VENT PIPING SHALL BE SCHEDULE 40 PVC.
<br />c� 5 4, ALL WATER PIPING SHALL BY TYPE "L" WITH 95-5 SOLDERED JOINTS OR C.P.V.C.
<br />I 5. COPPER PIPING UNDERGROUND AND IN CONTRACT WITH DISSIMILAR METALS SHALL BE COATED WITH TAR ENAMEL AWWA-C-203
<br />jo)L? OREQUAL.
<br />I" 6. PROVIDE INDIVIDUAL WATER STOPS AT ALL WATER CLOSETS, LAVATORIES AND KITCHEN SINK INSTALLATIONS.
<br />y't 7. RUN ALL PIPES CONCEALED IN WALL, FLOORS, ABOVE CEILINGS OR BELOW GRADE.
<br />`S 8. VERIFY ALL ROUGH IN REQUIREMENTS WITH THE FIXTURES THAT ARE SELECTED.
<br />9. COORDINATE ALL WORK WITH TRADES.
<br />! 10. PROVIDE FULL SIZE PIPING FROM HOT WATER P&T WALVE TO EXTERIOR.
<br />f 11. WATER PIPING RUN THROUGH CONCRETE OR MASONRY SHALL BE WRAPPED WITH 10-ML VINYL PLUMBING TAPE.
<br />� �}42. HOT WATER PIPING SHALL BE INSULATED IN ACCORDANCE WITH COUNTY WIDE ENERGY CODE.
<br />13.40 GALLON WATER HEATER.
<br />/�� ✓ 14. TANK TYPE WATER CLOSET VOLUME 1.5 GALLONS.
<br />15. WATER -FLOW RATE. SHOWER HEADS 2.5 GPM PRIVATE FACILITES 2.28 GPM
<br />16. PLUMBERS MUST USE A METAL OR PLASTIC MATERIAL TO BOX OUT AREAS IN CONCRETE WHERE DRAINS ARE TO BE INSTALLED.
<br />v
<br />�i ITTHERMAL EXPANSION PROTECTION IS REQUIRED WHEN THE WATER SERVICE IS EQUIPPED WITH A BACKFLOWN PREVENTION DEVICE.
<br />'l 18. ALL BACKFLOWN PREVENTION DEVICES ARE REQUIRED TO BE TESTED AND TEST RESULTS SUBMITTED TO THE BUILDING DEPARTMENT
<br />BEFORE THE CERTIFICATE OF OCCUPANCY IS ISSUED.
<br />19. IN GARAGES ALL WATER HEATERS SHALL BE ELEVATED TO ENSURE THAT THE LOWEST IGNITION SOURCE IS 18" ABLOVE THE FLOOR
<br />INCLUDING ELECTRIC WATER HEATERS.
<br />FOUNDATION NOTES
<br />VERIFY LOCATION OF BUILDING AT SITE USING OWNERS APPROVED PLOT PLAN AND ADJUST CONCRETE FOOTING, SLAB, LANDING, AND
<br />STEPS, AS GRADE REQUIRES. IF CONFLICTS BETWEEN EXISTING SITE CONDITIONS AND APPROVED PLOT PLAN ARISE CONTACT BUILDER.
<br />1. PREPARE SOIL TO RECEIVE 4" CONCRETE SLAB W/ WIRE MESH OVER 6 MIL VAPOR BARRIER AND CLEAN, WELL COMPACTED, TERMITE
<br />TREATED FILL.
<br />2. ALL FOOTINGS TO BE 16"W X 8" D W/2 #5 REBAR CONTINUOUS (UNLESS NOTED).
<br />3. ALL THICKENED SLABS (BELL FOOTING) TO BE 12" W X 20" D W/ 2 # 5 REBAR CONTINUOUS (PLACE UPLIFT STRAPPING OR ANCHORS
<br />AS MAY BE REQUIRED PER CODE).
<br />4. ALL COLUMN PAD TO BE 24" X 24" X12" W/ 3- #5 REBAR EACH WAY (UNLESS NOTED).
<br />5. ALL THICKENED EDGE SLABS TO BE 12" 12" W/ (1) #5 REBAR,
<br />6.THICKENED SLAB AT FLOOR ELEVATION CHANGE IS TO BE 8" D X 16" W/2 45 REBAR CONTINUOUS.
<br />7. FILL CORE WITH CONCRETE AND PLACE (1 #5 REBAR VERTICAL FROM FOOTING TO TIE -BEAM.
<br />8. PITCH SLAB AT GRADE AT 1" IN 10' TYPICAL (IN DIRECTION OF ARROW).
<br />9. RECESS FLOOR SLAB 3/4" AT ALL SLIDING GLASS DOORS AND EXTEND SLAB 1 1/2" PAST BLOCK FACE.
<br />10. SEXTEND SLAB EDGE AT EXTERIOR DOORS 1 11/2" PAST BLOCK
<br />FACE. �l
<br />I�iW.Ij PPW � I "NtTt, �T�iF 'F� � fI'��M I�i�l�'LY FOR REVIEW OF FOUNDATION DESIGN.
<br />12. AIR CONDITIONER COMPRESSOR PAD SHALL BE 3'X4'X4" PLACED 8" FROM WALL, TYPICAL OR AS PLANS.
<br />13. ALL STONE OR BRICK VINEER FOOTINGS TO BE 22" W X 10" D W/ 345 REBARS CONTINUOUS.
<br />14. ALL FOOTING FOR 2 STORY TO BE 20" W X 10" D W/ 345 REBAR CONTINUOUS.
<br />15. ALL THICKENED SLAB (BELL FOOTING) W/ 2 STORIES BEARING TO BE 20" W x 20" D W/ 3- #5 REBARS
<br />( PLACE UPLIFT STRAPS OR ANCHORS AS MAY BE REQUIRED PER CODE.)
<br />16. THICKENED SLAB (BELL FOOTING) WHERE AT BEARING WALL OCCURS AT CHANGE IN FLOOR ELEVATION SHALL BE A MIN.
<br />16" D X 16" W CONTINUOUS.
<br />18. TERMITE SOIL PROTECTION TO BE PROVIDED BY REGISTERED TERMITICIDES.
<br />1. ALL FRAMING MEMBERS SHALL BE WOOD MEMBERS WITH PROPERTIES EQUAL TO OR BETTER THAN THOSE GIVEN BY THE SOUTHERN
<br />PINE INSPECTION BUREAU FOR SURFACED DRIED SOUTHERN PINE NO.2 (MINIMUM ALLOWABLE BENDING STRESS - 1290PSI FOR SINGLE
<br />MEMBERS USES AND 1400 PSI FOR REPETITIVE MEMBER USES. MODULES OF ELASTICITY-1,600,00 PSP
<br />2. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED.
<br />3. ALL ROOF RAFTERS AND PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALL OR BEAMS
<br />WITH HURRICANE CLIPS OR ANCHORS AS NOTED.
<br />4. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE"NATIONAL DESIGN
<br />SPECIFICATION FOR STRESS -GRADE LUMBER" AND IT'S FASTENERS AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION
<br />5. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND DESIGN NOTE WITH AN ENGINEER SEAL FOR APPROVAL.
<br />DESIGN NOTES ARE TO INCLUDE THE RATED LOAD CAPACITY OF THE CONNECTORS USED TO SECURE THE MEMBERS, CERTIFICATION
<br />OF THE CONNECTOR CAPACITY'S AND MANUFACTURES LICENSE TO FABRICATE TRUSSES UTILIZING THE CONNECTORS SYSTEM PROPOSED.
<br />7. BRIDGING FOR PRE-ENGINEERED TRUSS SHALL BE AS REQUIRED BY TRUSS MANUFACTURER IN ADDITION TO MEMBER SHOW ON
<br />DRAWINGS.
<br />8. ROOF DECKS SHALL BE 1/2" PLYWOOD OR OSB FOR FIBERGLASS SHINGLE ROOFS AND 5/8" PLYWOOD FOR CONCRETE OR CLAY
<br />TILE ROOFS. USE 8D NAILS WITH 6" SPACING AT ALL PANEL EDGES AND 6" SPACING INTERMEDIATE SUPPORTS. PROVIDE
<br />PLY CLIPS AT UNSUPPORTED EDGES.
<br />9. ALL WOOD FRAME DETAILS SHALL BE IN ACCORDANCE WITH "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" LATEST
<br />ADDITION, NATIONAL FOREST PRODUCTS ASSOCIATION, UNLESS DETAILED OTHERWISE ON THE STRUCTURAL DRAWINGS.
<br />10. ROOF LIVE LOAD = 20 PSF. ROOF DEAD LOAD = 20 PSF
<br />11. GABLE ENDWALLS ADJACENT TO CATHEDRAL CEILINGS ARE REQUIRED TO BE CONTINUOUS FROM FLOOR TO ROOF DIAPHRAGM.
<br />-4
<br />GENERAL NOTES `�" p j
<br />1. BUILDER WILL VERIFY ALL DIMENSIONS SHOWN OR IMPLIED BEFORE STARTING ANY WORK.
<br />2. BUILDER WILL COMPLY WITH ALL BUILDING CODES BOTH STATE AND LOCAL, AND COMPLY WITH ALL LOCAL AUTHORITES
<br />HAVING JURISDICTION.
<br />3.IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE
<br />BUILDING AND COMPONENT PARTS DURING ERECTION THIS INCLUDES BUT IS NOT LIMITED TO THE ADDITION WHATEVER TEMPORARY
<br />BRACING, GUYS, OR THE DOWNS THAT MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY
<br />OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT-
<br />4. ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE VERIFIED AND SHALL CONFORM TO THE
<br />ARCHITECTURAL DRAWINGS,
<br />5. NAIL AND GLUE BUCKS, THE WOOD BETWEEN THE DOOR JAMB AND THE WALL.
<br />6. THE MULLIONS - STRIPS BETWEEN A SERIES OF WINDOWS - MUST BE CERTIFIED TO WITHSTAND THE DESIGNED WIND CAPACITY.
<br />7. WINDOWS AND GLASS DOORS MUST MEET THE IMPACT STANDARDS. WINDOW MFGR MUST HAVE LABELS ATTACHED LISTING
<br />MANUFACTURER, PERFORMANCE CHARACTERISTICS AND CERTIFICATION THAT THEY HAVE BEEN TESTED. LABELS MUST STAY ON UNTIL
<br />THE FINAL INSPECTION.
<br />8. WALL SIDING, INCLUDING BRICK FACING, PAINTED BLOCK OR STUCCO, MUST END 6 INCHES ABOVE THE GROUND TO ALLOW FOR FUTURE
<br />TERMITE INSPECTIONS. THE CONTRACTOR CAN PAINT THE BARE BAND OR APPLY A PLASTER -LIKE FINISH LESS THAN 5/8 INCH THICK
<br />DIRECTLY TO THE FOUNDATION WALL.
<br />9. ANY GLAZING WITHIN 36" HORIZONTALLY AND BELOW 60" OF THE STANDING SURFACE OF BATHTUB, SHOWER,SPA,ETC., SHALL BE
<br />SAFETY GLAZED.
<br />10. BATHROOM VENTILATION MUST BE MECHNICALLY EXHAUSTED TO BUILDING EXTERIOR.
<br />11. EQUIPMENT DISCONNECT MUST BE WITHIN SITE.
<br />12. THE EQUIPMENT SERVICE PANEL MUST BE LOCATED WITHIN 6-0" OF ATTIC ACCESS, IF THE AIR HANDLER UNIT IS IN THE ATTIC.
<br />13. A FLOAT SWITCH TO SHUT DOWN THE UNIT OR OTHER APPROVED DEVICE TO ALERT THE HOME OWNER THAT THE CONDENSATION
<br />DRAIN IS STOPPED UP MUST BE INSTALLED IF THE AIR HANDLER UNIT IS IN THE ATTIC.
<br />16. ALL MECHANICAL EQUIPMENT INCLUDING .A/C CONDENSERS, POOL FILTERS AND POOL HEATERS SHALL BE SECURED TO RESIST
<br />LOCATION WIND LOADS.
<br />MASONRY/CONCRETE NOTES
<br />MASONRY NOTES:
<br />1. ALL MASONRY IS TO BE 8" HOLLOW UNITS SHALL CONFORM TO ASTM C90, TYPE NI, WITH A MNINIMUM COMPRESSIVE STRENGTH
<br />OF 1000 PSI.
<br />2. MORTAR SHALL CONFORM TO ASTM C476, TYPE PL, WITH A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI.
<br />CONCRETE NOTES;
<br />1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS.
<br />2. ALL REINFORCING STEEL TO BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 40 EXCEPT THAT
<br />TIES MAY BE DOMESTIC STEEL CONFORMING TO ASTM A-615 GRADE 40.
<br />3. WELDED WIRE FABRIC SHALL CONFORM TO A-185.
<br />4. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS,SLEEVES,ANCHOR BOLTS,INSERTS,ETC. AS REQUIRED BY OTHER TRADES
<br />BEFORE CONCRETE IS PLACED. NO SLEEVES,OPENINGS PR INESERTS MAY BE PLACED IN BEAMS OR SLABS UNLESS APPROVED BY THE
<br />ARCHITECT AND SHOWN ON SHOP DRAWINGS.
<br />5. ALL REINFORCING DETAILS TO CONFORM TO "MANUEL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES,
<br />ACI 315, UNLESS DETAILED OTHERWISE ON STRUCTURAL DRAWINGS.
<br />6. PROVIDE SPACERS,CHAIRS,BOLTS,ETC. AS REQUIRED TO ASSEMBLE,PLACE AND SUPPORT ALL REINFORCING IN PLACE.
<br />7. PROVIDE CORNER BARS FOR ALL FOOTINGS.
<br />8. ALL FOOTING DOWEL BARS SHALL HAVE A STANDARD 90 DEGREE BEND AND SHALL BE EMBEDDED 5 INCHES INTO -INCH FOOTINGS
<br />AND A MINIMUM OF 6 INCHES INTO ALL THE OTHERS. DOWEL BARS LAP VERTICAL WALL REINFORCEMENT A MINIMUM OF 25 INCHES.
<br />9. GABLE ENDWALLS ADJACENT TO CATHEDRAL CEILINGS ARE REQUIRED TO BE CONTINUOUS FROM FLOOR TO ROOF DIAPHRAGM.
<br />REVIEW ®A
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