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<br />MEAN ROOF HEIGHT
<br />FRONT ELEVATION -UNIT 5
<br />"RWA APPROVED PRODIICTS LiSP
<br />Parent Approval Manufacturer
<br />Category
<br />Subcate orb App/Seq # - Prodaet Model 0 or No Model Description
<br />FL11321.1 Builders Hardware Inc.
<br />Exterior Doors
<br />Swm in Ext. Door Opaque Fiberglass Door - Entry Door
<br />g g OPasI g
<br />Swmin Ext. Door Assemblies - Op - ue Fiberglass Door Glazed Fiberglass -Door -
<br />FL 15220.E
<br />l Plastico, Inc.
<br />Exterior Doors ___.
<br />Clopay Building Products Company
<br />Exterior Doors
<br />Sectional Ext. Door Assemblies - -�M 1 1 P - --- ----- ----- -
<br />Fixed ode 85 W Aluminum
<br />-
<br />FL15349-R1 MI Windows and Doors
<br />--
<br />Windows
<br />FL3664-R3 Tamko Building Products
<br />Roofing
<br />Underlayments TW Underlayment Self -Adhering Rubberized
<br />FL4968.1 Guardian Building Products - Ash l
<br />- --
<br />Panel Walls
<br />Soffits - r_ 1.6"_Quad Four Q/4 _-_ Aluminum
<br />_ FL9792-R5 Atlas Roofing Corporation
<br />1
<br />Asphalt Shingles StormMaster Shake - - Fiberglass Reinforced
<br />-- - -- - --- - - --- --
<br />Roofing
<br />Structural Components
<br />-
<br />FL11473-R2 Simpson Strong -Tie Co. - -
<br />Wood Connectors Anchors LSUU210 Adjustable Hanger
<br />- - --- - Han
<br />Wood Connectors Anchors ; HETA Embedded Truss Anchor
<br />FL11473-R2
<br />Simpson Strong -Tie Co.
<br />Structural Components
<br />FL11473-R2
<br />j Simpson Strong -Tie Co.
<br />P g
<br />_
<br />Wood Connectors Anchors - -
<br />Wood Connectors Anchors META Embedded Truss Anchor
<br />�I --
<br />- -
<br />Structural Components
<br />P
<br />--- _
<br />_ Simpson Strong -Tie Co.
<br />- --
<br />Structural Components
<br />p
<br />Simpson Strong -Tie Co.
<br />Structural Components
<br />Wood Connectors Anchors
<br />-
<br />Wood Connectors Anchors Strap Ties
<br />Wod Connectors Anchors LSTA12 Strap Ties
<br />=1�00;nnectors Anchors H2.5 Truss Tie
<br />DESIGN PRESSURES AND INSTALLED PER DOOR MANUFACTURERS SPECIFICATIONS.
<br />Strong -Tie Co._
<br />1-- Structural Components
<br />-'_Simpson
<br />FL11473-R2
<br />Simpson Strong -Tie Co.
<br />Structural Components
<br />Structural Components
<br />--
<br />_
<br />FL11473-R2 Simpson Strong -Tie Co.
<br />NO►T'E IW FLORIDA APPROVED WINDOWS
<br />AND DOORS RATED FOR INDICATED
<br />11111 -a 'I= OF THE 2010 ROMA R MMULMMMMCOM
<br />MC 2ft% A AM 7-la.
<br />1. IMNE A G H OF 2,000 PSI (UNIIMS NOTED OTHBRWIN) @ 28 DAYS.
<br />2.1E O LL H!M A lam[ IMLD WREN131TH OF 40j= PSI IN ACCORDANCE WITH A91M A-613.
<br />3. XWG, IF AM, MMLL WAINUAW C081E/ LOAD BEARDM INACCORDANCE TO ASTM C90
<br />(W(J146,1044W ft
<br />4. PROEM 8-11 BICH SLUMP 2,000 PSI AS PER ASIM C476.
<br />S.140RW~ Awl SiAIF.L = TYlB * ASTM C270.
<br />6. R11 ,SRNLL 11S A A1111111NEIND CORNERS BY HEPIDING THE BAR IN ACCORDANCE
<br />AMA 4=11111141M 1840. H ( 9!�IIM BAR LAP SHALL BE 40 DIAMETER LEMWEM THE DOM
<br />S1il LL iM 6 ! ALL CORN EI RS.
<br />7. OR OTHER FRAMING WITH COMMI N NABS FOR GABLE
<br />Y.NL
<br />A. 4" 44 Al
<br />H. 6" ARE. A1>1B191�11Lii�B.
<br />L IF4�' AT 71M BASEF O WALL.
<br />9. �i L 1.S TO BE #2 SOUTHERN YEI LOW PM (OR EQUAL
<br />PER
<br />18" BhC.
<br />18. IArL 11Y4iiE A°1 i. �F - 2"!M" STUDS PLACED DIIM= UNDER THE GERDER AND DOUBLE
<br />11 • 'F DRAB ® IN ACCORDANCE WITH THE LATEST TPI DS ON
<br />i�� ram. IB D TO FURNISH ALL RBAi T11ONT LOADS FOR DEAD LOADS,
<br />L WA Ai» � JAkADB. T6 SR0IM TRUSS LAY= AK DETAILS SI($M BY A FLORIDA
<br />12. BT AND411111110K DOW , GMUM BOORS, CLADDENG ASID COMPONENTS ONENTS ARE SUBMITTED
<br />Add TBtEINIICAL MATERIAL ICATI(M
<br />13. A>WA AI _ Anti S1'1BAR WA[S Olt SUGAR WALL TTS WITH
<br />R.
<br />NlS R HAY AdRIIAR THE - S OF THE NATIONAL ETE
<br />NMBNMmi�TP A18 NOT USED FOR. THE ENTIRE BUILDING, LENGTH OF
<br />"hL
<br />14. ALi, i.5 C imomLammamkON EACH SIDE OF ONEMING AND FILLED WITH GROVI.
<br />T i 12 ON EACH SIIR O[F OFMINGi
<br />15. ALL IN THE FIBID.
<br />THE PRG1FB88;ONAL ETA OF RBCORD.
<br />A. s 14611!!I /1404M 3 SRC. GRIST
<br />8.11�e QilIY II
<br />C. A18Ai�i8 B iFtL F O W vESWARD
<br />Li111PARD f0.18
<br />` 19. � 1�111I! A D1S57.
<br />FIBERGLASS SHINGLES
<br />T .
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<br />FOUNDATION NOTES
<br />VERIFY LOCATION OF BUZDING AT SITE USING OWNERS APPROVED PLOT PLAN AND ADJUST CONCRETE FOOTM SLAB, LANDING AND
<br />STEPS, AS GRADE REQUIRES. IF CONFLICTS BETWEEN' EXISTING SITE COKIIIONS AND APPROVED PLOT PLAN ARISE CONTACT BUILDER.
<br />1. PREPARE SOIL TO RECEIVE 4" CONCRETE SLAB W/ WIRE MESH OVER 6 MM VAPOR BARRIER AND CLEAN, WELL COMPACTED, TIIItmm
<br />TREATEDFILL.
<br />2. ALL FOOTINGS TO BE 16"W X 8" D W/2 #5 REBAR (UNLESS NOTED).
<br />3. ALL THICK SLABS (BELL FOOTING) TO BE 12" W X 20" D W/ 2 # 5 REBAR CONTINUOUS (PLACE UPLIFT STRAPPING OR ANCHORS
<br />AS MAYBE REQUIREDPERCODS).
<br />4. ALL COLUMN PAD TO BE 24" X 24" X12" W/ 3- #S REBAR EACH WAY "4LESS NNDTED�
<br />5. ALL THICKENED D EDGE SLABS TO BE 12" 12" W/ (1) #5 REBAR,
<br />6.THr, I SLAB AT FLOOR ELEVATION CHANGE IS TO BE 8" D X 16" = -0 REBAR, CONTINUOUS.
<br />7. FILL CORE WITH CONCRETE AND PLACE (1 #5 REBAR VERTICAL FROM FOOTING TO TTE-BEAM.
<br />S. PITCH SLAB AT GRADE AT 1" IN 10' TYPICAL (IN DIREILMON OF ARROW).
<br />9. RECESS FLOOR SLAB 3/4" AT ALL SLIDING GLASS DOORS AND EXTEND SLAB 1 1/2" PAST BLOM FACE.
<br />10. EXTEND SLAB EDGE AT EXTERIOR DOORS 1 U2" PAST BLOCS FACE.
<br />INNIN
<br />12. AIR OONDITIONER COMPRESSOR PAD SHALL BE 3XC4 X4wklffi 8 FROM WALL, TYPICAL OR AS PLANS. `,TiON DBSIGN.
<br />13. ALL STOKE OR BRICK VINEER F007D GS TO BE 22" W X IV D W/ 345 REBARS CONTITNUOUS.
<br />14. ALL FOOTING FOR 2 STORY TO BE 20" W X IV 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 UPLIIF'T STRAPS OR ANCHORS AS MAY BE REQUIRED PER CODE.)
<br />16. TBICKElNED 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 PRO rEC1ION TO BE PROVIDED BY R-ERIID
<br />WOOD NOTES
<br />1. ALL FRAMING MEMBERS SHALL BE WOOD MEMBERS WITH PROPERTIES EQUAL TO OR BEi Tffit THAN THOSE (EVEN BY THE SOUTHERN
<br />PINE INSPECTION BUREAU FOR SURFACED DRIED SOUTHERN PINE N0.2 (MINIMUM ALLOWABLE BEINDING STRESS-129OPSI FOR SEIRULE
<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 EDTTIONT OF THE"NATIONAL DESIGN
<br />SPECIFICATION FOR STRBSS43RADE LU MBW AND IT'S FASTENERS AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION.
<br />S. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND DESIGN NOTE WITH AN ENGNEIEt 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 UTHIIZING THE CONNECTORS SYSTEM PROPOSED.
<br />7. BRID(ENG 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 F-ERGLASS SHINGLE ROOFS AND 518" 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 WITEI NATIONAL DESIGN 3IPSCQFWATION FOR WOOD CONSTRUCTION" LATEST
<br />ADDITION, NATIONAL FOREST PRODUCTS ASSOCIATION, UNLESS DETAILED OTHERWISE ON THE STRUCTURAL DRAWINGS.
<br />10. ROOF LIVE LOAD = 20 PSE ROOF DEAD LOAD � 20 PSF
<br />11. GABLE ENDwALLS ADJACENT TO CATHEDRAL CEILINGS ARE REQUIRED TO BE CONiTI UOUS FROM FLOOR TO ROOF DIAPHRAGAL
<br />12
<br />nr-t.,
<br />4
<br />WALL O.A.H.
<br />I_n•
<br />FIN. FLOOR
<br />I
<br />PLUMBING NOTES
<br />1. PROVIDE PLUMBING FIXTURES, AS SELECTED BY PRACTICAL CONST. COMPLETE WITH ALL TRIM TRAPS, STOP VALVES, SUPPLIES
<br />AND B3C[TIONS,
<br />2. ALL PLUMBING SHALL BE IS STRICT ACCORDANCE WITH STANDARD PLUMBIldG CODES AND LOCAL ORDINANCES.
<br />3. SOIL WASTE AND VENT PIPING SHALL BE SCHEDULE 40 PVC.
<br />4. ALL WATER PIPING SHALL BY TYPE %" WITH 95-5 SOLDERED JOINTS OR C.P.V.C.
<br />S. 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 MITCHEN' SINK INSTALLATIONS.
<br />7. RUN ALL PIPES CONCEALED IN WALL, FLOORS, ABOVE CE L 408 OR BELOW GRADE,
<br />8. VERIFY ALL ROUGH IN REQUIRTiMffiVT3 WITH THE FIXTURES THAT ARE SELECTED.
<br />9. COORDINATE ALL WORK WITH TRADES.
<br />10. PROVIDE FULL SIZE PIPING FROM HOT WATER P&r WAIVE TO EXTERIOR.
<br />11. WATER PIPING RUN THROUGH CONCRETE OR MASONRY SHALL BE WRAPPED WITH 10-NL VDM PLUMBING TAPE. , fi
<br />12. HOT WATER PIPING SHALL BE INSULATED IN ACCORDANCE WITH COUNTY WIDE ENERGY CODE F
<br />13.40 GALLON WATER HBATBR.
<br />14. TANK TYPE WATER CLOSET VOLUME 1.5 GALLONS.
<br />IS. WATER -FLOW RATE. SHOWER HEADS 2.5 GPM PRIVATE FACI.ITES 2.2E 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. TEOMMAL EXPANSION PROTECTION IS REQUIRED WEE N THE WATER SERVICE IS EQUIPPED WITH A BACKPLOWN PREVENTION DEVX&E
<br />r
<br />18. ALL BACRFLOWN PREVENTION DEVICES ARE RBQUIRTID TO BE TESTED AND TEST RESULTS SUBMITTED TO THE BUILDING DEPART iT
<br />BEFORE THE CERTIFICATE OF OCCUPANCY 3ISSUED. P
<br />19. IN GARAGES ALL WATER HEATERS SHALL BE ELEVATED TO ENSURE THAT THE LOWEST IGNITION ION SOURCE 13 18 ABLOVE THE FLOOR
<br />lWCLUnM0 Br.Ec. MC WATM FMATFM-
<br />GENERAL NOTES
<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 AUTHORITBS
<br />HAVING JURISDIczIaN.
<br />31T IS THE CONTRACTORS SOLE TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO DWRE THE SAFETY OF THE
<br />BUILDING AND COMPONENT PARTS DURING ERECTION THIS INCLUDES BUT IS NOT Ludnw 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 VERIEW AND SHALL CONFORM TO THE
<br />ARCHITECTURAL DRAWINGS,
<br />S. NAIL AND CLUB 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 MFCRt MUST HAVE LABELS ATTACHED LISTING
<br />MANUFACTURER, PERFORMANCE CHARACTERISTICS AND CERTIFICATION THAT THEY HAVE Bpi TESTED. LABELS MUST STAY ON UNIM
<br />THE FINAL INSPECTION.
<br />8. WALL SIDING, INCLUDING BRICK FACING, PAINTED BLOCK OR STUCCO, MUST END 6 IIiCHES ABOVE THE GROUND D TO ALLOW FOR FUIURB
<br />TERNIM INSPECT'IONS. THE CONTRACTOR CAN PAINT THE BARB BAND OR APPLY A PL ASTffit LIKE FINISH LESS THAN SA INCH THICK
<br />DIRECTLY TO THE FOUNDATION WALL.
<br />9. ANY GLAZING WITHIN 36" HORIZONTALLY AND BffiAW 60" OF THE STAKING SURFACE OF BATHTUB, SHOWER,SPA,ETC., SHALL BE
<br />SAFETY GLAZED.
<br />10. BATHROOM VENTILATION MUST BE MBCHNICALLY EXHAUSTED TO BUII.DM EXTRtIOR
<br />11. EQUIPMENT DISCONNECT MUST BE WITHIN SITE.
<br />12. THE EQUIPMENT SERVICE PANEL MUST BE LOCATED WITHIN V-V OF AT1IC ACCESS, IF THE AIR HANDIER UNIT IS IN THE ATTIC.
<br />13. A FLOAT SWITCH TO SHUT DOWN THE UNIT OR OTHER APPROVED DEVICE TO AIffitT THE HOMB OWNER THAT THE CONDENSATION
<br />DRAIN IS STOPPED UP MUST BE INSTALLED IF THE AIR HANDLER. UNTTIS 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 090, TYPE NI, WITH A MNINIMUM COMPRESSIVE STRENGTH
<br />OF 1000 PSI.
<br />2. MORTAR SHALL CONFORM TO ASTM C476, TYPE PL, WITH A M UMUM COMPRESSIVE STRENGTH OF 25M PSI.
<br />CONCRETE MOTES;
<br />1. ALL CONCRETE SHALL HAVE A MIrIII1IUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS.
<br />2. ALL REINFORCING STEEL TO BB NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 40 EXCEIP'T THAT
<br />TIES MAY BE DOMESTIC STD 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 0PENINGS,SLEBVE3,ANCHOR BOLTSPSERTS,FM AS REQUIRED BY OTHER TRADES
<br />BEFORE CONCRETE IS PLACED. NO SLLEEVVES,OPENINGS PR INEMT3 MAY BE PLACED IN BEAMS OR SLABS UNLESS APPROVED BY THE
<br />ARCH[TEGT AND SHOWN ON SHOP DRAWINGS.
<br />S. ALL REINFORCING DETAILS TO CONFORM TO "MANUEL OF STANDARD PRACTICE FOR DETA11JNG REITP'ORC1ID CONCRETE STRU('fIJRBS,
<br />ACI 315, UNLESS DETAILED OTHNIItW1SB ON STRUCTURAL DRAWINGS.
<br />6. PROVIDE SPACERS,CIlAIItS,BOLTS,BTC. AS REQUIRED TO 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 IlNCEIIES INTO -INCH FO011NGS
<br />AND A MINIMUM OF 6 INCHES INTO ALL THE OTHERS. DOWEL BARS LAP VERTICAL WALL A MINIMUM OF 25 INCHES.
<br />9. GABLE ENDWALLS ADJACENT TO CATHEDRAL CEILINGS ARE REQUIRED TO BE CON'PIIVUO03 FROM FLOOR TO ROOF DIAPHRAGM.
<br />�t
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<br />NOTES
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