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<br />0 STRUCTURAL
<br />NOTES:GENERAL NOTES:STRUCTURALDESIGNCRITERIATERMITESPECIFICATIONS:3.
<br />ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE
<br />HOLES IN THE CENTER OF THE STUD UP TO 1" DIA.SHALL
<br />HAVE STUD PROTECTION SHIELDS
<br />FOR ALL HOLES OVER 1" IN DIA.FOR
<br />PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON
<br />HSS2 STUD SHOES,TYP., U.N.O.FOUNDATIONS
<br />FLORIDA BUILDING CODE, 2001 EDITION WITH 2003 REViSIONS BUILDING
<br />CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-02)
<br />SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDINGS (ACI 301-
<br />02)BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES (ACI
<br />530-02)NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,
<br />2001 EDITION APA PLYWOOD
<br />DESIGNSPECIFICATIONCODES:1. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE
<br />TREATMENT PROVIDER AND NEED FOR RE-INSPECTION AND TREATMENT
<br />CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE
<br />WATER HEATER OR ELECTRIC PANEl.(FBC
<br />104.2.6)2. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT
<br />LEAST 1'-0"AWAY FROM BUILDING SIDE WALKS.(FBC
<br />1503.4.4)3. IRRIGATION/SPRINKLER SYSTEMS INCLUDING All RISERS
<br />AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN 1'-0" OF THE BUILDING SIDEWALLS.(FBC
<br />1503.4.4)4. TO PROVIDE FOR INSPECTION FOR TERMITE
<br />INFESTATION, BETWEEN WALL COVERING AND FINAL EARTH GRADE SHAll NOT BE lESS
<br />THAT 6INCHES.THE FOllOWI:--"G
<br />TECHINCAl CODES
<br />SHALL APPLY:2001 FLORIDA
<br />BUILDING CODE,WITH
<br />2003REViSIONS PlUMBI:--"G , MECHANICAL, FUEL
<br />GAS,ENERGY EFFICIENCY,
<br />ACCESSIBILITY,AND NFPA 70-02 NATIONAL
<br />ELECTRICAL CODES SOil TO BE COMPACTED TO AT
<br />LEAST 95%OF MAX. DRY DENSITY AS
<br />DETERMINED BY ASTM - 1557 ( MODIFIED
<br />PROCTOR)
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<br />i "i FOUNDATION
<br />INSPECTIONS A
<br />FOUNDATION SURVEY SHALL BE PERFORMED A:--"DA COPY OF
<br />THE SURVEY SHAll BE ON SITE FOR THE BUilDING INSPECTORS USE,
<br />OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND
<br />A STRING STRETCHED FROM MARKER TO MARKER TO
<br />VERIFY REQUIRED SETBACKS.CAST IN
<br />PLACE CONCRETE 1. ALL
<br />CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT
<br />28 DAYS OF 3000 PSI, A SLUMP OF 6"PLUS OR
<br />MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT,AND A
<br />MAXIMUM WATER/CEMENT RATIO OF 0.63 2. ALL
<br />REINFORCING STEEL SHAll BE NEW DOMESTIC DEFORMED BillET
<br />STEEL CONFORMING TO ASTM A615 GRADE 40.
<br />3. WELDED
<br />WIRE FABRIC SHALL CONFORM TO ASTM A-185.IfIINF
<br />SHAll BE lAPPED AT lEAST 6" AND CONTAIN AT LEAST
<br />ONE CROSS WIRE WITHIN THE 6".4.
<br />HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL
<br />TOP BARS OF BEAMS.5.
<br />HORIZONTAL FOOTING BARS SHAll BE BENT 1'-0"AROUND
<br />CORNERS OR CORNER BARS WITH A 2'-0"LAP
<br />PROVIDED 6.
<br />MINIMUM LAP SPLICES ON ALL REINFORCING BAR SPLICES
<br />SHALL BE 40 BAR DIAMETERS TYP.7.
<br />CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11/
<br />2" TO FORM WOOD
<br />FRAMING INSPECTION 20 PSF (REDUCIBLE)40
<br />PSF 40
<br />PSF 40
<br />PSF 20
<br />PSF 10
<br />PSF ATTIC l.L.ROOF
<br />RESIDENTIAL
<br />FLOOR, UNLESS OTHERWISE INDICATED BALCONIES
<br />STAIRS
<br />LIGHT
<br />PARTITIONS (DEAD lOAD), U.N.O.WIND
<br />LOADS BASED ON FBC, SECTION 1606.2.WIND
<br />VELOCITY: 123 M.P.H., USE FACTOR: 1.0 LIVE
<br />LOADS:ALL
<br />PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH-
<br />INS MUST BE COMPLETE, INSPECTED
<br />AND APPROVED BEFORE REQUESTING FRAMING
<br />INSPECTION.
<br />1. TANK TYPE WATER CLOSET VOLUME
<br />1.6 GALLONS
<br />2. WALL MOUNT WATER CLOSET VOLUME
<br />3.5 GALLONS
<br />3. WATER - FLOW RATE.PUBLIC
<br />FACILITIES 0.5 G.P.M.PRIVATE
<br />FACILITIES 2.2 G.P.M.SHOWER
<br />HEADS 2.5 G.P.M.4.
<br />ALL WATER LINE PLUMBING TO
<br />BE PVPC VTR
<br />LOCATIONS ARE APPROXIMATE AND
<br />MAY CHANGE DUE TO JOBSITE CONDITIONS
<br />THE
<br />FOllOWING SHAll COMPLY WITH
<br />THE 2001 FBC.D
<br />PORCHES AND BALCONIES SECTION
<br />1014 o
<br />HANDRAilS - SECTION 1007.5 o GUARDRAILS -
<br />SECTION 1015, 1019.9 o STAIRS - SECTION
<br />1007 D CHIM:--"EY & FIREPLACE
<br />SECTION 2804-2806 (MFGR)SECTION
<br />2113-2114 (MAS)
<br />D EGRESS WINDOWS
<br />SECTION 1005.4
<br />PREFABRICATED WOODTRUSSES
<br />1. ALL PREFABRICATED
<br />WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR
<br />SUPPORTING WAllS OR BEAMS WITH HURRICANE CLIPS OR
<br />ANCHORS.2. PREFABRICATE WOOD
<br />TRUSSES SHAll BE DESIGNED IN ACCORDANCE WITH THE
<br />LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR
<br />STRESS-GRADE LUMBER AND ITS FASTENERS"
<br />AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS
<br />ASSOCIATION.3. TRUSS
<br />MEMBERS AND CONNECTIONS SHALL BE PROPOR-TIONED ( WITH
<br />A MAXIMUM AllOWABLE STRESS INCREASE FOR LOAD
<br />DURATION OF 25%) TO WITHSTAND THE LIVE lOADS GIVEN
<br />IN THE NOTES AND TOTAL DEAD LOAD.4. BRIDGING
<br />FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED
<br />BY THE TRUSS MANUFACTURER UNLESS NOTED
<br />ON THE PLANS.5.
<br />TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION
<br />OF TRUSSES ONLY. WEB MEMBERS ARE NOT
<br />SHOWN, BUT SHAll BE DESIGNED BY THE TRUSS MANUFACTURER
<br />I,'J ACCORDANCE WITH THE FOllOWING DESIGN
<br />lOADS:6.
<br />DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE
<br />CONNECTED WOOD TRUSSES PER THE TRUSS PLATE
<br />INSTITUTE TPI LATEST EDITION.7.
<br />PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY
<br />THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED lOADS
<br />AND GOVERNING CODES. SUBMITTALS SHALL INCLUDE TRUSS
<br />FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES,
<br />BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, AND
<br />AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED
<br />FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH
<br />SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA
<br />REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR
<br />REVIEW AND APPROVAL PRIOR TO FABRICATION.
<br />8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS
<br />WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS.
<br />TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL
<br />BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS.
<br />WIND LOADS:
<br />F. B.C.)EXCEPTION: PAINT OR DECORATIVE CEMENTATIOUS FINiSH LESS THAN 5/8"
<br />THICK ADHERED DIRECTLY TO THE FOUNDATION WALL.(FBC 1403.1.6)
<br />5. INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL
<br />is COMPLETE.(FBC 1816.1.1)
<br />6. SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED
<br />INCLUDING SPACES BOXED AND FORMED.(FBC 1816.1.2)
<br />7. BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS,
<br />ETC., SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT
<br />FORMS MUST BE OF A SIZE AND DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF
<br />SOIL AFTER THE INITIAL TREATMENT.(FBC 1816.1.3)
<br />8. MINIMUM 6 MIL VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL
<br />DILUTIO,'J. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RETREATMENT is
<br />REQUIRED.(FBC 1816.1.4)
<br />3000 PSI
<br />3000 PSI
<br />ALL CONCRETE UNLESS OTHERWiSE INDICATED
<br />PEA GRAVEL CONCRETE FOR MASONRY CELLS ONLY
<br />DO NOT USE FOR CONCRETE COLUMNS OR TIE BEAMS)
<br />CONCRETE
<br />STRENGTH
<br />@ 28 DAYS W <.;;l coOI ?;: N Zf-,(/) 3: fD
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<br />0 ASTM A185 ASTM A615-
<br />40 40,000 PSI ASTM
<br />A61540 40,000 PSI WELDED WIRE
<br />FABRIC SHALL CONFORM
<br />TO ALL REINFORCING BARS
<br />ALL
<br />STIRRUPS
<br />AND
<br />TIES
<br />REINFORCING:lfl o o N ASTM C90-99b, STANDARD
<br />WEIGHT UNITS, fm=1500 PSI
<br />MORTAR TYPE "S" 1800 PSI
<br />CO~CRETE GROUT 3000 PSI CONTINUOUS MASONRY
<br />INSPECTION IS REQUIRED DURING CONSTRUCTION ALL STRUCTURAL AND MiSCELLANEOUS STEEL A36 36,
<br />000 PSI, U.N.O SHOP
<br />AND FIELD WELDS: E70XX ELECTRODES ALL BOLTS CAST IN CONCRETE:
<br />ASTM A36 OR ASTM A-30?BEAMS, RAFTERS,
<br />JOIST, PLATES, ETC. U.N.O.O. 2
<br />SOUTHERN YELLOW PINE (19% M.C.)ROOF DECK:
<br />PLYWOOD CC/C-D, EXTERIOR, or OSB FLOOR SHEATHING: T&G
<br />A-C GROUP 1 APA RATED (48/24)
<br />WALL SHEATHING: PLYWOOD CC/C-D, EXTERIOR OR
<br />OSB VERSA LAM BEAM Fb = 2900 PSI (2.
<br />0E)WOOD
<br />COLS. PARALLAM 2.0E U.N,
<br />O.DESIGN LOADS:TOP CHORD LIVE
<br />LOAD:
<br />20
<br />PSF
<br />TOP
<br />CHORD
<br />DEAD LOAD: 10 PSF CONCRETE MASONRY UNITS:STRUCTURAL STEEL:9. CONCRETE
<br />OVERPOUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE
<br />REMOVED BEFORE EXTERIOR SOIL TREATMENT.(FBC 1816.1.5)10. SOil TREATMENT
<br />MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 1'-
<br />0" OF THE STRUCTURE SIDEWALLS.(FBC 1816.1.6)11. AN
<br />EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION IS
<br />COMPLETE INCLUDING LANDSCAPING AND IRRIGATION. ANY SOIL DiSTURBED AFTER THE VERTICAL BARRIER
<br />is APPLIED, SHALL BE RETREATED.(FBC 1816.1.6)12. ALL BUILDINGS ARE
<br />REQUIRED TO HAVE PRE-CONSTRUCTION TREATMENT.(FBC 1816.1.7)13. A
<br />CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A
<br />LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPA~CY WILL
<br />BE iSSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE: "THE BUILDING
<br />HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT
<br />is IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA
<br />DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES."(FBC 1816.1.7)14. AFTER ALL WORK
<br />is COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITHIN
<br />1'-0" OF THE BUILDING. THIS INCLUDES ALL GRADE STAKES,
<br />TUB TRAY BOXES, FORMS,
<br />SHORING OR
<br />OTHER CELLULOSE CONTAINING MATERIAL.FBC 2303.1.3)
<br />REINFORCING STEEL ALL REINFORCING STEEL SHALL BE NEW DEFORMED
<br />BARS FREE FROM RUST, SCALE & OIL & SHALL MEET
<br />ASTM A615 REINFORCING FOR FOOTING SHALL BE
<br />SUPPORTED ON PRE-CAST CONCRETE PADS,
<br />TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY
<br />STRII\GERS.DOWELS FOR COLUMNS & FILLED CELLS SHALL
<br />BE SECURED IN PLACE BY USING ADDITIONAL
<br />CROSS- REINFORCING TIED TO FOOTING REINFORCING. SPLICES
<br />IN REINFORCING WHERE PERMITTED SHALL
<br />BE THE FOLLOWING MINIMUM, UNLESS OTHERWISE INDICATED ON THE DRAWINGS:FTGS, WALLS, COLUMNS, BEAMS,
<br />SLABS: 36 DIA. OR 2'-0" MIN., WHICHEVER is MORE.FILLED CELL
<br />REINFORCING: 40 DIA. OR 2'-0" MIN., WHICHEVER is MORE.TEMPERATURE
<br />REINFORCING: 20 DIA. OR 1'-
<br />0" MIN.,
<br />WHICHEVER
<br />IS
<br />MORE.
<br />WELDED
<br />WIRE
<br />MESH: 8"
<br />LAP
<br />WOOD
<br />FRAMING:o o
<br />IJ]w r-0
<br />U]:J ~Z
<br />r- l."o 0
<br />r- l."
<br />I N U] ..J
<br />Cl' In
<br />I]~ID o
<br />W [Y] IJ]1']
<br />l."A 0
<br />In:
<br />I ..
<br />J [
<br />Y]
<br />IUlI.J..r-
<br />Ar-<(OO
<br />l,
<br />Ulo..
<br />I
<br />I- W r-i I-o
<br />o IJ]5. ALL OPENINGS SHALL COMPLY
<br />WITH 2001 FBC WII\
<br />D LOADS AS STATED
<br />BELOW, ATTACHMENTS OF WINDOWS,DOORS, SLIDING GLASS DOORS
<br />AND O.H. GARAGE DOORS ARE
<br />TO DELEGATED THE MANUFACTURER
<br />OF THESE ITEMS. THE
<br />MANUFACTURER OF
<br />THESE ITEMS SHALL SUBMIT ATTACHMENTS
<br />FOR SITE INSTALLATION.SEE
<br />ATTACHED SPECIFICATION SHEETS FOR
<br />MANUFACTURERS DESIGN CRITERIA AND INSTALLATION
<br />METHODS FOR WINDOWS,DOORS,
<br />SLIDING GLASS
<br />DOORS,
<br />OVERHEAD GARAGE DOORS, AND ROOFING.WOOD
<br />ROOF TRUSSES:
<br />BOTTOM CHORDDEADLOAD:10 PSF 40
<br />PSF 10 PSF BOTTOM CHORD ATTIC LIVE
<br />LOAD:SEE DRAWINGS FOR SPECIAL CONCENTRATED LOADS. DESIGN FOR
<br />NEW WIND UPLIFT AS PER SPECIFIED CODES, DEDUCTING A MAXIMUM OF 5 P.
<br />S.F.
<br />DEAD LOAD,
<br />BUT NOT
<br />EXCEEDING ACTUAL
<br />DEAD
<br />LOAD.DESIGN LOADS:
<br />DEAD LOAD:LIVE LOAD:TOTAL:MASONRY WALL CONST.
<br />1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT,
<br />GRADE N, TYPE 2, CONFORMING TO ASTM
<br />C90,WITH A MINIMUM NET COMPRESSIVE
<br />STRENGTH OF 1900 PSI ( f'm = 1500 PSI)
<br />2. MORTAR
<br />SHALL BE TYPE "S", CONFORMING TO ASTM C270.3. COARSE
<br />GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM
<br />AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE
<br />STRENGTH OF 3000 PSI SLUMP 8" TO 11".4.
<br />VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE
<br />DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT.
<br />5. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE
<br />TOP AND BOTTOM AND AT A MAXIMUM SPACING
<br />OF 192 BAR DIAMETERS. REINFORCEMENT SHALL BE PLACED IN
<br />THE CENTER
<br />OF THE MASONRY CELL TYPICAL UNLESS OTHERWISE NOTED.6. REINFORCING STEEL
<br />SHALL BELAPPED A MINIMUM OF 40 BAR DIAMETERS,
<br />U:--"LESS OTHERWISE NOTED ON THE DRAWINGS 7. GROUT STOPS SHALL
<br />BE PROVIDED BELOW BOI\D BEAM. PLASTIC SCREEN, METAL LATH STRIP
<br />OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW GROUT
<br />INTO CELLS BELOW. THE USE OF
<br />FELT PAPER
<br />AS A STOP IS PROHIBITED.UPLIFT CONNECTORS 1.
<br />UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS
<br />AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN
<br />WALLS THAT ARE EXPOSED TO UPLIFT FORCES.INTERIOR
<br />LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT
<br />FORCES. THE MEMBERS OF THESE WALLS WOULD NOT
<br />NEED TO HAVE CONNECTORS APPLIED. PLEASE CONSULT THE TRUSS
<br />ENGINEERING FOR THE LOCATION OF THESE WALLS.15. NO WOOD, VEGETATION,
<br />STUMPS, CARDBOARD, TRASH, ETC., SHALL BE BURIED WITHIN 15'-0": OF ANYBUILDING
<br />OR PROPOSED
<br />BUILDING.(FBC 2303,
<br />1.4)
<br />WOOD FLOOR
<br />TRUSSES:15 PSF 50 PSF 65
<br />PSF 6. ALL DOORS INTERIOR & EXTERIOR
<br />ARE 6'-8" UNLESS OTHERWiSE
<br />I\OTED
<br />ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS
<br />7. ALL WINDOWS WITHIN 24"
<br />OF DOORS INTF.RIOR & EXTERIOR) AND WITHIN
<br />18" OF FLR
<br />TO
<br />BE TEMPERED GLASS.SECTION 2405.2)ABBREVIATIONS ASSUMED ALLOWABLE
<br />SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE
<br />SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT
<br />DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR
<br />SHALL CONTACT THE EI\GINEER PRIOR TO
<br />FOUNDATION POUR
<br />FOR
<br />VERIFICATION
<br />OF
<br />FOUNDATION
<br />DESIGN.
<br />SOIL
<br />BEARING VALUE:Opening Optional
<br />Piece Pedestal
<br />Parallam Pounds
<br />per linear foot Plate
<br />Height Plant
<br />Shelf Pounds
<br />per
<br />square
<br />foot
<br />Pressure
<br />Treated
<br />Powder Room Radius
<br />Refrigerator Required
<br />Room Round
<br />Rod
<br />and
<br />Shelf Smoke
<br />Detector Square Ft.
<br />Shelves
<br />Sheet Side Lights
<br />Spruce
<br />Pine Fir
<br />Square Southern Yellow
<br />Pine Tempered Th :
<br />cken Top of
<br />Block Top
<br />of
<br />Masonry Top of
<br />Plate Transom Window
<br />Typicaf Under
<br />Cabinet
<br />Lighting
<br />Unless Noted Otherwise
<br />Vanity
<br />Base
<br />Vertical Versalam
<br />Vent through
<br />Roof
<br />Washer With
<br />Water Closet
<br />Wedge
<br />Anchor
<br />Wood
<br />Water Proof
<br />Opn'
<br />g.Opt.
<br />Pc.Ped.
<br />P.
<br />L.PLF
<br />PIt.
<br />Ht.
<br />Pit
<br />Sh.PSF
<br />P.
<br />T.
<br />Pwd.Rad.
<br />Ref.
<br />Req'd.
<br />Rm.
<br />Rnd.
<br />R/SH
<br />SD.S,F.
<br />Sh.
<br />SHT S.L.
<br />S.
<br />P.F.
<br />Sq.S.Y.
<br />P.Temp.Thik'
<br />n.T.O.
<br />B,
<br />T.
<br />O.
<br />M.T.O.
<br />P.
<br />Trans.
<br />Typ.UCL
<br />U.
<br />N.
<br />O.
<br />VB Vert.
<br />V.L.
<br />VTR
<br />W
<br />W/W/
<br />C
<br />W.
<br />A.Wd
<br />WP Anchor Bolt
<br />Above Air-Conditioner
<br />Adjustab!
<br />e Above
<br />Finished Floor
<br />Air Handler
<br />Unit
<br />Alternate
<br />Base Cabinet
<br />Blfold
<br />Door
<br />Book
<br />Shelf
<br />Beam Bottom Bypass
<br />door Bearing
<br />Circle
<br />Ceiling
<br />Column A/
<br />C
<br />Compressor
<br />Ceramic
<br />Tile
<br />Dryer Decorative
<br />Dedicated Outlet
<br />Double
<br />Diameter
<br />Disposal Distance
<br />Drawer
<br />Stack
<br />Dryer
<br />Vent
<br />Dishwasher Each Each
<br />Way Electrical
<br />Elevation Exterior Expansion Florida
<br />Bldg.
<br />Code
<br />Finished Floor
<br />Fixed
<br />G I
<br />ass
<br />Floor
<br />Foundation
<br />Floor System
<br />Fireplace Foot / Feet
<br />Footing Fixed
<br />Galvanized
<br />General
<br />Contractor Ground
<br />Fault
<br />Interrupter
<br />Girder Truss
<br />Header
<br />Height
<br />Hose Bibb
<br />Interior Kneewall
<br />Knee
<br />Space
<br />Laundry Lavatory
<br />Linear
<br />Ft.
<br />Laundry
<br />Tub
<br />Masonry
<br />Maximum
<br />MediCine Cabinet Manufacturer
<br />Microwave Minimum Microlam
<br />Mirror Monolithic
<br />Not to
<br />Scale
<br />F.
<br />B,C.
<br />Fin. Fir.
<br />F.
<br />G.Fir.
<br />Fdn.
<br />Fir.
<br />Sys,F.
<br />PI.Ft.F1:
<br />g.FX
<br />Galv.
<br />G.
<br />C.
<br />G.
<br />F.I.
<br />G.T.
<br />Hdr.
<br />Hgt.
<br />HB Int.
<br />K/Wall
<br />K.
<br />S.
<br />Laun.Lav,
<br />L.
<br />F.
<br />L.
<br />T.Mas.
<br />Max
<br />M.
<br />C.Mfgr.Micro.
<br />Min M.
<br />L.
<br />Mir.Mono
<br />N.
<br />T.S.A.
<br />B.Abv.A/
<br />C
<br />Adj.A,
<br />F.F.
<br />A.H.
<br />U.
<br />ALT.
<br />B.C.
<br />B.
<br />F,
<br />Bk
<br />Sh
<br />Bm.
<br />BOT.B.
<br />P.
<br />Brg.
<br />Cir.
<br />Clg.
<br />Col.
<br />Compo
<br />C.
<br />T.D
<br />Dec.Ded.
<br />Dbl.
<br />Dia.
<br />Disp.Dist.
<br />D.
<br />S.
<br />D.
<br />V.
<br />DW.Ea.E.
<br />W.Elec.
<br />Elev.
<br />Ext.
<br />Exp.BUILDING DATA
<br />o zW
<br />l(/)z
<br />Vi:
<br />J: ~
<br />0 Wf-(/)
<br />W::J
<br />oz (/)=:! 0<
<br />DO-I>
<br />z~!::::::(/)O<NWo::~
<br />lrl~oo O::
<br />OoO
<br />w:Ju c?
<br />o2=L5~O::
<br />Jo::(/)W o~2=~o<~G
<br />INDEX OF DRAWINGS CONSTRUCTION TYPE -
<br />TYPE VI UNPROTECTED SECTION 608 -
<br />FBC 2001)MEAN ROOF
<br />15 FT. HIGH TYPICAL FOR SINGLE HOMES
<br />WIND SPEED 123 MPH (3 SEC. GUST)
<br />WIND IMPORTANCE FACTOR - (Iw) = 1.0 WIND EXPOSURE -, "
<br />B" (FBC 1606.1.8)INTERNAL PRESSURE
<br />COEFFICIENT = +/- 0.
<br />55 (PARTIALLY ENCLOSED
<br />BlDG)
<br />SHT
<br />NO:
<br />TITLE
<br />1
<br />2
<br />3
<br />4
<br />5
<br />6
<br />S-
<br />1
<br />S-
<br />2 S-
<br />3 S-
<br />4 5-
<br />5 5-
<br />6
<br />S-7
<br />COVER SHEET
<br />FLOOR PLAN FOUNDATION PLAN
<br />ELECTRICAL
<br />PLAN
<br />ELEVATIONS
<br />TRUSS
<br />LAYOUT MASONRY
<br />DETAILS LINTEL
<br />PLAN
<br />AND DETAILS
<br />DETAILS DETAILS
<br />DETAILS DETAILS
<br />STRUC. NOTES &
<br />HANGER
<br />INFORMATION DETAILS
<br />DOOR DETAILS
<br />ROOFING DETAILS
<br />ROOFING
<br />DETAILS
<br />GARAGE
<br />DETAILS DETAILS
<br />PRODUCT APPROVAL WINDOW DETAILS 5GD DETAILS DETAILS DETAILS
<br />DETAILS WOOD CONSTRUCTION 1. WOOD
<br />CONSTRUCTION SHALL CONFORM
<br />TO THE NFPA NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION",
<br />LATEST EDITION.2. ALL EXTERIOR WOOD STUD
<br />WALLS, BEARING WALLS, SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING
<br />MEMBERS,I.E. BLOCKING OR GABLE END BRACING) SHALL BE EITHER
<br />SOUTHERN PINE, OR S.
<br />P.F. NUMBER
<br />2 GRADE SHALL BE USED REGARDLESS OF SPECIES.DESIGN WIND
<br />PRESSURE:COMPONENT AND
<br />CLADDING) WORST CASE (10 SF - END ZONE)
<br />WINDOWS AND
<br />DOORS 123
<br />MPH + 38PSF / -
<br />40
<br />PSF ZZ
<br />o 0Vi
<br />VilflLD-
<br />O 0>........
<br />w........W.-
<br />10::
<br />00::.-1 U.-
<br />1u........f-........
<br />f-0')
<br />0') <(en
<br />tD...lfl3:
<br />c.ooc.o........
<br />0')........
<br />0')<(
<br />10.-
<br />10 0.JU)t.riz
<br />0 0.J-U)W 0:::GARAGE DOORS (
<br />V = 123 MPH)SINGLE 9x7 +37.0 PSF / -
<br />40.0 PSF DOUBLE 16x7 +37.0PSF /
<br />41.
<br />0
<br />PSF
<br />SEE
<br />FLOOR PLAN
<br />FOR
<br />ACTUAL
<br />PRESSURES
<br />oo(
<br />j)
<br />I
<br />I
<br />0-
<br />NI f'-W LOI-
<br />0:::
<br />o:::()000 I-~
<br />Z~W> I-
<br />LAST
<br />PLOT
<br />DATE
<br />o March
<br />11,
<br />2005I
<br />COVER
<br />SHEET
<br />w
<br />o
<br />z
<br />O:::(
<br />Y)
<br />00
<br />JO
<br />ON
<br />w~
<br />t: -zO:::
<br />zm
<br />t:
<br />J 0..
<br />W ~
<br />0::
<br />U >-
<br />LLZ Zf-
<br />Oz-
<br />L- ZW~
<br />Ooz
<br />is t50<(Z ~
<br />u 0 oz-
<br />oWO::
<br />L- o::~g
<br />D...-LL
<br />r: w
<br />0:: ...J 0::
<br />3:<(fr'l W
<br />W
<br />0::
<br />J en
<br />I
<br />f-I-f-~
<br />Of-
<br />U 0:: Z~ .OD...
<br />I 0::
<br />O 0.... Z
<br />3: u
<br />O::W
<br />O -.
<br />Jw~D...zO U (/)
<br />ZI
<br />U"
<br />J
<br />2=~:
<br />J
<br />5-
<br />8
<br />S-
<br />9
<br />S-
<br />10
<br />S-
<br />10A S-ll 5-12 S-13
<br />5-14 S-15 S-
<br />16 S-17 S-18
<br />ALL \VORK SHALL CO\lPLV
<br />WITH
<br />AlL PREVAILING CODES. FLORIDA
<br />BUlLDTI<'J CODE.
<br />NATIONAL ELECTRIC CODEA};
<br />DC1fV
<br />OF ZEPHYRH1LLS ORDINANCESflEVIEWEDHAY
<br />0
<br />9
<br />Z005
<br />ENGINEERED
<br />PLA1~
<br />lS
<br />O~
<br />l
<br />FILE
<br />bWr
<br />MASTER
<br />REVISIONS
<br />NOTICE TO
<br />BUILDER
<br />DESCRIPTION DATE D...0::o U W o
<br />I 0')o o N @
<br />SHEET ,",,0.1 IT is THE
<br />INTENT OF THIS DESIGNER THAT
<br />THESE PLANS ARE ACCURATE AND ARE CLEAR
<br />ENOUGH FOR
<br />THELICENSED
<br />PROFESS-ONAL
<br />TO CONSTRUCT THiS PROJECT.IN THE EVENT THAT
<br />SOMETHING IS UNCLEAR OR NEEDS CLARIFICATION..
<br />STOP..AND CALL THE DESIGNER
<br />LISTED IN THiS TITLE PAGE. IT
<br />IS THE RESPONSIBILITY OF THE LICENSED
<br />PROFESSIONAL THAT IS CONSTRUCTING THIS PROJECT TO
<br />FULLY REVIEW THESE DOCUMENTS BEFORE
<br />CONSTRUCTION
<br />BEGINS
<br />AND ANY AND
|