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<br />FIA UDA APPROVED PRODUCTS LiST
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<br />#
<br />Pnmbd Maid # w Name
<br />Maid
<br />FL11321.1
<br />Bdldas Elsoodway, Iuc.
<br />Exlatior Doors
<br />Swinging Eat. Door
<br />OMw Fitogglan Door
<br />Entry Door
<br />FL1S210.1
<br />Pbsolickhm
<br />Exbdor Door
<br />Swmam Eat. DoaAtwnWia
<br />ue F' Door
<br />Glazed Fibagleas Door
<br />FL1527941
<br />Aodocts
<br />Exbft Doors
<br />SaMons] Ext. Door Assanblies
<br />FLIS30C
<br />ha Wisdam mod Doss
<br />Wlrtdows
<br />Fixed
<br />Modd 185PW
<br />Ahunimnn
<br />F1366443
<br />Tmko Bni Ptodooftit
<br />UndarWymeft
<br />TW Underlayonew
<br />Self-Adbaiag Rubberized
<br />LIAR&I
<br />Partd vftb
<br />soffilts
<br />16"QuadfourOA
<br />Alt nintsnm
<br />FL979M
<br />AtMs
<br />l4otlitp
<br />Asphalt Shingles
<br />Stoanlod"ler Shake
<br />Fiberglass ReWaved
<br />111.1147342
<br />Tie Co.
<br />BMuckM
<br />Wood Coaaectaa Andtoa
<br />LSUU210
<br />Adjustable Hanger
<br />F1.1147342
<br />S Tk Co.
<br />86tt *sW Canponoft
<br />Wood Cortneamrs Amhont
<br />HETA
<br />EnA added Times Ancbor
<br />FLI14734 2
<br />Tie Co.
<br />Enuolwd CoVone t
<br />Wood Correctors Anchm
<br />META
<br />Embedded Truss Ancbw
<br />Tie CO.
<br />Sh oWrd
<br />Wood Can actors Anchors
<br />Tk Co.
<br />BUttclutsi Caapww ti
<br />Woad Cottnectars Andras
<br />Tie Co.
<br />SNUCknal 00"OtlMMs
<br />Wood Corrasota Aochoa
<br />Strap Tics
<br />FL1147342
<br />Tie Co.
<br />ShuftsdClonoxwoft
<br />Wood C.arrwxitors Anciwts
<br />LSTA 12
<br />Strap Ties
<br />FL1147342
<br />3604w 91111WTW Co.
<br />Slruc W Cwpomnis
<br />Wood Conseclors Anchors
<br />H2.5
<br />Truss Tie
<br />NOTE OW FLORIDA APPROVED WINDOWS AND DOORS RATED FOR INDICATED DESIGN PRESSURES AND INSTALLED PER DOOR MANUFACTURERS SPECIFICATIONS.
<br />FOUNDATION NOTES
<br />GENERAL STRUCTURAL NOTES
<br />i
<br />THESE PLANS MEET THE MiNiMUM REQUIREMENTS OF THE 2010 FLORIDA RESIDENTIAL BUILDING CODS,
<br />FEC 2010, & ASCE 7-10.
<br />1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PM (U NLJISS NOTED OTIMS 58) ® 28;)AYS.
<br />2. STEEL REINFORCEMENT SHALL HAVE A MINIMUM YIELD STRENGTH OF 40,000 PS IN ACCORDANCE WITH ASTIR A 615.
<br />3. CONCRETE MASONRY UNITS, IF ANY, SHALL BE HOLLOW CORE/ LOAD BEARDWS IN ACCORDANCE TO ASIU 0*
<br />OR C145,1,9N PSI MQNIILd M
<br />4. GROUT, IF ANY, SHALL HAVE 3/8" MAXIMUM AGGREGATE, 9-11 INCH SLUMP 2A00 PIR AS PER AS'IM C476.
<br />S. MORTAR,IF ANY, SHALL BE TYPE M OR SIN CONFORMANCE ASTM C270.
<br />6. THE OUTER FOUNDATION BARS SHALT. BE CONTINOUS AROUND CORMRS BY SENDING THE BAR IN ACCORDANCE
<br />WITH 2O23.4 OF THE SSTD 10A9. IN BOTH CASES THE MINIMUM BAR LAP SHALL BE 40 DiAMRTER LIKEWISE, THO BOND
<br />BEAM REINFORCEMENT SHALL BE CONTINOUS AROUND ALL CORNERS,
<br />7. ATTACH PLYWOOD SHEATHING TO SUPPORTING TRUSSES OR OTHER FRAMING WITH COMMON NAILS FOR GA"Z
<br />DIAPHRAGMS ONLY, (UNLESS OTHERWISE NOTED) 8d
<br />AL 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 TH8 BASE OF WALL..
<br />9. ALL WOOD LOAD BEARING EXTERIOR AND INTERIOR WALLS TO BE 02 SOUTHERN YELLOW PINE (OR EQUAL
<br />(PH -1200 PSI) ®16" O.C. UNLESS NOTED O'IIERWISE).
<br />10. ALL WOOD GIRDERS SHALL HAVE A MIN. OF (4) - 2"X4" STUDS PLACED DiRBCT'i.Y UNiER TIE (GIRDER AND DOOK E
<br />PLATES.
<br />11. PRE -MANUFACTURED ROOF TRUSSES TO BE DESIGNED IN ACCORDANCE WITH TIE LATEST ITI DESIGN
<br />REQUIREMENTS. THE TRUSS MANUFACTURER iS REQUIRED TO FURNISH ALL REAG.TIM LOADS FOR DEAD�
<br />LIVE LOADS AND WIND LOADS. MANUFACTURER TO SUBMIT TRUSS LAYOUT AND DETAIW 393 NFD BY A F
<br />REGISTERED ENGINEER.
<br />12. EXTERIOR FRONT AND BACK DOORS, WINDOWS, GARAGE DOORS, CLADDING AND COMPONENTS ARE SUBMTI*
<br />WITH THE "TECHNICAL MANUAL" FOR INSTALLATION AND TECHNICAL MATERIAL SPECIFICATIONS.
<br />13. ALL EXTERIOR CONCRETE BLOCK WALLS ARE DESIGNED AS SHEAR WALS OR SHEAR WAIL SEG MINTS WITH
<br />DUR-A•WALL REINFORCEMENT EVERY OTHER BLOCK AS PER THE REQUIRSAMIS OF THBNATIONAL CONCWM
<br />MASONRY INSTITUTE. IF DUR-A--WALL REINFORCEMENT IS NOT USED FOR TIM MUM 11U1[3E406 LENGTH NGiTH
<br />ACTUAL SHEAR WALL WLL BE DESIGNATED ON THE PLANS.
<br />14. ALL OPENINGS GREATER THAN 5 FEET TO HAVE 145 BAR ON EACH SiDE OF OPENING AND FILLED WITH GROLI.
<br />OPENINGS GREATER THAN 12 FEET TO HAVE 245 BARS ON EACH SIDE OF Ol111 EI oa
<br />15. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD.
<br />16. ANY CHANGES TO SEALED DRAWINGS MUST BE APPROVED BY THE PROFESSIONAL ENGINEER OF RECORD
<br />A. BASTC WND SPEEID» 14O MPH /108 MPH 3 SEC. GUST
<br />B. RISK CATEGORY 11
<br />C. APPLICABLE INTERNAL PRESSURE COEFFICIENT - WINDWARD
<br />LEEWARD *0.18
<br />E
<br />19. SOIL NOTED AS COMPACTED IS 9S% MODIFIED PROCTOR, ASTM D1557.
<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 />r ••w�
<br />1. PREPARE SOIL TO RECEIVE V CONCRETE SLAB W/ WIRE MESH OVER 6 MIL VAPOR BARRIER AND CLEAN, WELL COMPACTED, TERMITE
<br />TREATED PILL.
<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- #S REBAR EACH WAY (UNLESS NOTED).
<br />5. ALL THICKENED EDGE SLABS TO BE 12" 12" W/ (1) #5 REBAR,
<br />&THICKENED SLAB AT FLOOR ELEVATION CHANGE iS TO BE 8" D X 16" W2 45 REBAR CONTINUOUS.
<br />7. FILL CORE WITH CONCRETE AND PLACE (1 #5 REBAR VERTICAL FROM FOOTING TO TIE -BEAM.
<br />S. PITCH SLAB AT GRADE AT 1" IN I W TYPICAL (IN DIRECTION OF ARROW).
<br />9. RBCESS FLOOR SLAB 3/4" AT ALL SLIDING GLASS DOORS AND EXTEND SLAB 1 1/I" PAST BLACK FACE.
<br />10. EXTEND SLAB EDGE AT EXTERIOR DOORS 1 12" PAST BLOCK FACE.
<br />11. SUNKEN SHOWER TO BE 4" CONCRETE RECESSED SLAB W/ 6X6 #10 W.W. MESH (OR FIBEORS14
<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 FOO►1140S TO BE 22" W X IW D W/ 345 REBARS CONTINUOUS.
<br />14. ALL FOOTINO FOR 2 STORY TO BE 20" W X IV D W/ 345 REBAR CONTINUOUS.
<br />1 S. ALL THICKENED SLAB (BELL FOOTING) W/ 2 STORIES BEARING TO BE Ar W x 20" D W/ 3- #5 REBARS
<br />( PLACE UPLIFT STRAPS OR ANCHORS AS MAY BE REQUIRED PER COD$.)
<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 />17. SOIL. BEARING CAPACITY SHALT. BE A MIN. OF 2000 PSF 1F NOT, NOTIFY ENGINEER IMMEDIATELY FOR REVIEW OF FOUNDATION DESIGN.
<br />13. TERMITE SOIL PROTECTION TO BE PROVIDED BY REGOSTERED TERMIi7CiDES.
<br />WOOD NOTES
<br />1. ALL FRAMING MI3 SERS SHALL BE WOOD )MEMBERS WITH PROPERTIES EQUAL TO OR BETTER THAN THOSE (LIVEN BY THE SOLMIERN
<br />PINE 1NSIOUCTION BUREAU FOR SURFACED DRiED SOUTHERN PiNE NO.2 (MINIMUM ALLOWABLE BENDING STRESS - 129OPSI FOR SINGLE
<br />MEMBERS USES AND 1400 PSI FOR REPETITIVE MEMBER USES. MODULES OF ELASTICITY -1,600,00 PSI)
<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 1IE"NATTONAL DESIGN
<br />SPECIFICATION FOR STRESS -GRADE LUMBER" AND ITS FASTENERS AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOC.IATiON.
<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 UTI VING 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 SHALT BE 12" 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 DUTAII.ED OTHERWISE ON THE STRUCTURAL DRAWINGS.
<br />10. ROOF LiVE LOAD - 20 PSF. ROOF DEAD LOAD - 20 PSF
<br />11. (GABLE ENDWALLS ADJACENT TO CATHEDRAL CELINGS ARE REQUIRED TO BE CONTINUOUS FROM FLOOR TO ROOF DIAPHRAGM.
<br />PLUMBING NOTES
<br />1. PROVIDE PLUMBING FIIXIURES, AS SELECTED BY PRACTICAL CONST. COMPLETE WITH ALL TRIM TRAPS, STOP VALVES, SUl`R=
<br />AND ESCUTCHEONS,
<br />2. ALL PLUMBING SHALL BE IS STRICT ACCORDANCE WITH STANDARD PLUM®M CODES AND LOCAL ORDR4AINCLES.
<br />3. SOIL WASTE AND VENT PIPING SHALL BE SCEMOZ 40 PVC.
<br />4. ALL WATER PIPING SHALL BY TYPE "L" WITH 95-5 SOLDERED JOWM OR C.P.V.C.
<br />5. COPPER PIPING UNDERGROUND AND IN CONTRACT WITH DISSIMILAR METALS SHALL BE COATED WITH TAR ENAMEL AW WA-C,203
<br />OR EQUAL.
<br />6. PROVIDE INDIVIDUAL WATER STOPS AT ALL WATER CLOSETS, LAVATORIES AND MCNIN SIX BiISTATIAIM NS.
<br />7. RUN ALL PiPES CONCEALED iN WALL, FLOORS, ABOVE CE INOS OR BELOW GRADE.
<br />8. VERIFY ALL ROUGH IN REQUHROMENI'S WITH THE FIXTURES THAT ARE SMACISD.
<br />9. COORDINATE ALL WORK WITH TRADES.
<br />10. PROVIDE FULL SIZE PIPING, FROM HOT WATER PR.'T WALVE TD EXTERIOR.
<br />11. WATER PIPING RUN THROUGH CONCRETE OR MASONRY SHALL BE WRAM'ED WITH IO-I►4L. VINYL PLUINaw TAPE.
<br />12. HOT WATER PRI NG 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 -FLAW RATE. SHOWER HEADS 2.5 GPM PRIVATE FACII TES 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 />17. THERMAL EXPANSION PROTECTION LS REQUIRED WHEN THE WATER SERVICE IS EQUIPPED WITH A BACKFLOWN PREVENTION DEVICE.
<br />18. ALL BACKFTAWN PREVENTION DEVICES ARE REQUIRED TO BE 7W= AND TEST RESULTS SUBMITTED TO THE BUILDING DEPARTMENT
<br />BEFORE THE CER71FICATE OF OCCUPANCY 64 ISSUED.
<br />19. iN GARAGES ALL WATER HEATERS SHALL BE ELEVATED TO ENSURE THAT THE LOWEST iG UTIOIN SOURCE iS 18" ABLOVE THE FLOOR I
<br />INCLUDING ELECTRIC WATERHBATERS.
<br />GENERAL NOTES
<br />1. BUILDER WILL VERIFY ALL DI►I INSIONS SHOWN OR IMPLL® BEFORE STARTING ANY WORK
<br />2. BUILDER WILL COMPLY WITH ALL BUILDING CODES B01I1 STATE AND LOCAL, AND COMPLY WIIIi ALL LOCAL. AVTTiORCTE3 j �- ` ��� (i `
<br />HAVING JURISDICTION.
<br />31T IS THE CONTRACTORS SOLE RESPONSIBIi.ITY TO DETERMINE ERECTION PROCEDURE AND SBQIESNCE TO INSURE THE SAFETY OF THE 11+ ` A 2
<br />BUILDING AND COMPONENT PARTS DURING ERECTION 7'filt8 INCLUDES BUT IS NOT LIMITED TO TEE ADDITION WHATEVER TEMPORARY
<br />BRACING, GUYS, OR THE DOWNS THAT MAY BE NECESSARY. SUCH MATERIAL SHALL BB REMOVED AND SHALL REMAIN THE PROPERTY
<br />OF THE CONTRACTOR AFTER COWLE71IDN OF THE PROtJECT.
<br />4. ALL. DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE VER1F1111) AND SHALL CONFORM TO THE
<br />ARCHITF.C"TURAL DRAWINGS,
<br />5. NAIL AND GLUE BUCKS, THE WOOD BETWEEN THE DOOR JAMB AND THE WALL
<br />6. THE MULLIONS - STRIPS BETWEEN A SERIFS OF WINDOWS - MUST BE CERTIFIED TO W17'RSTAND THE DESTINE WIND CAPACITY.
<br />7. WINDOWS AND GLASS DOORS MUST MEET THE IMPACT STANDARDS. WINDOW MPGR MUST HAVE LABELS ATTACH® 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 BLACK OR STUC CoD, MUST END 6 INC M ABOVE THE GROUND TO ALLOW FOR FUTURE
<br />TERMITE INSPECTIONS. THE CONTRACTOR CAN PAINT THE BARE BAND OR APPLY A PLAST RRrLICE FD418H LESS THAN 5A 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 BUILDM EXTERIOR.
<br />11. EQUIPMENT DISCONNECT MUST BE WITHIN SITE,
<br />12. THE EQUIPMENT SERVICE PANEL MUST BE LOCATED WITHIN 6"4" OF ATTIC ACCESS, IF THE AIR HANDLER UNIT S 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 UNITIS iN THE ATM.
<br />16. ALL MECHANICAL EQUIPMENT INCLUDING AX 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 1S TO BE 8" HOLLOW UNITS SHALL CONFORM TO ASTM C90, TYPE NI. WITH A MNUGMUM COMPRESSIVE STRENGTH
<br />OF 1000 PSL
<br />2. MORTAR SHALL CONFORM TO ASTM C476, TYPE PL, WITH A MINIMUM COMPRESSIVE STRENGTH OF 23W PSL
<br />CONCRETE NOTES;
<br />1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENNGTH OF 3000 PS1 AT 28 DAYS.
<br />2. ALL REINFORCING STEEL TO BE NEW DOMESTIC IC DEFORMED BILLET STEEL CONFORMING TO AMU A-613 GRADE 40 EXCEPT THAT
<br />TIES MAY BE DOMESTIC STEEL CONFORMING TO AMU A•615 GRADE 40.
<br />3. WELDED WIRE FABRIC SHALL CONFORM TO A-185.
<br />4. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENRIGSX2EVEMANCHOR, BOLTS,INSWTS,ETC. AS REQUlItED BY OTHER TRADES
<br />BEFORE CONCRETE IS PI.ACED. NO STEEVES.OPENINGS PR 9111SBRTS 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 DETAIIINO RFMWORCED CONCRETE STRUCTURES,
<br />ACT 315, UNLESS DETAILED OTHERWISE ON STRUCTURAL DRAWINGS.
<br />6. PROVIDE SPACTRS,CHAI RS,BOLTS,ETC. AS REQUIRED TO ASSEMBLE,PIACE AND SUPPORT ALL RBWPORCTNG 1N 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 S INCHES 1N`r04NCH FOOTINGS
<br />AND A MINIMUM OF 6 INCHES INTO ALL THE OTHERS. DOWEL BARS LAP VERTICAL WALL RENEAICHMEN T A MIMMUM OF 25 INCHES.
<br />9. GABLE ENDWALLS ADJACENT TO CATHEDRAL CEI U NG3 ARE RBQULRBD TO BE CONiINIJOUS FROM. FLUOR TO ROOF DIAPHRAGM.
<br />
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