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<br />STRUCTURAL NOTES:
<br />
<br />GENERAL NOTES:
<br />
<br />STRUCTURAL DESIGN CRITERIA
<br />
<br />TERMITE SPECIFICATIONS:
<br />
<br />3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT
<br />HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA.
<br />SHALL HAVE STUD PROTECTION
<br />SHIELDS FOR ALL HOLES OVER 1" IN DIA.
<br />FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH
<br />SIMPSON HSS2 STUD SHOES,TYP., U.N.O.
<br />
<br />FOUNDATIONS
<br />
<br />FLORIDA BUILDING CODE, 2001 EDITION WITH 2003 REVISIONS
<br />BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-02)
<br />SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDINGS (ACI 301-02)
<br />BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES (ACI 530-02)
<br />NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, 2001 EDITION
<br />APA PLYWOOD DESIGN SPECIFICATION
<br />
<br />CODES:
<br />
<br />1. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER
<br />AND NEED FOR RE-INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL
<br />BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR
<br />ELECTRIC PANEL.(FBC 104,2.6)
<br />
<br />2. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1'-0"
<br />AWAY FROM BUILDING SIDE WALKS.(FBC 1503.4.4)
<br />
<br />3. IRRIGATION/SPRINKLER SYSTEMS INCLUDING ALL RiSERS AND SPRAY HEADS
<br />SHALL NOT BE INSTALLED WITHIN 1'-0" OF THE BUILDII\G SIDE WALLS.(FBC 1503.4.4)
<br />
<br />4. TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION, BETWEEN WALL
<br />COVERING AND FINAL EARTH GRADE SHALL NOT BE LESS THAT 6 INCHES.
<br />
<br />EXCEPTION: PAINT OR DECORATIVE CEMENTATIOUS FINISH LESS THAN 5/8"
<br />THICK ADHERED DIRECTLY TO THE FOUNDATION WALL.(FBC 1403.1.6)
<br />
<br />5, INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL
<br />IS COMPLETE,(FBC 1816.1,1)
<br />
<br />6. SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED
<br />INCLUDING SPACES BOXED AND FORMED.(FBC 1816.1.2)
<br />
<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 />
<br />8, MINIMUM 6 MIL VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL
<br />DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RETREATMENT is
<br />REQUIRED.(FBC 1816.1.4)
<br />
<br />9. CONCRETE OVERPOUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE
<br />REMOVED BEFORE EXTERIOR SOIL TREATMENT.(FBC 1816,1.5)
<br />
<br />10. SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE
<br />WITHIN 1'-0" OF THE STRUCTURE SIDEWALLS,(FBC 1816.1.6)
<br />
<br />11. AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION
<br />IS COMPLETE INCLUDING LAI\DSCAPING AND IRRIGATION. ANY SOIL DISTURBED AFTER
<br />THE VERTICAL BARRIER IS APPLIED, SHALL BE RETREATED,(FBC 1816.1.6)
<br />
<br />12. ALL BUILDIl\GS ARE REQUIRED TO HAVE PRE-CONSTRUCTION TREATMENT.(FBC 1816,1.7)
<br />
<br />13. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT
<br />BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY
<br />WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE: "THE BUILDING
<br />HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
<br />TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES Al\D LAWS OF THE
<br />FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES."(FBC 1816.1.7)
<br />
<br />14. AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FROM
<br />BELOW AND WITHIN 1'-0" OF THE BUILDING. THIS INCLUDES ALL GRADE STAKES,
<br />TUB TRAY BOXES, FORMS, SHORING OR OTHER CELLULOSE CONTAINING MATERIAL.
<br />(FBC 2303.1.3)
<br />
<br />THE FOLLOWING TECHINCAl CODES
<br />SHAll APPLY:
<br />2001 FLORIDA BUilDING CODE,
<br />WITH 2003 REVISIONS
<br />PLUMBING, MECHANICAL, FUEL GAS,
<br />ENERGY EFFICIENCY, ACCESSIBILITY,
<br />AND NFPA 70-02 NATIONAL ELECTRICAL CODES
<br />
<br />SOIL TO BE COMPACTED TO AT LEAST 95%
<br />OF MAX. DRY DENSITY AS DETERMINED BY
<br />ASTM - 1557 ( MODIFIED PROCTOR)
<br />
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<br />
<br />FOUNDATION INSPECTIONS
<br />
<br />A FOUNDATION SURVEY SHALL BE PERFORMED AND A
<br />COPY OF THE SURVEY SHALL BE ON SITE FOR THE BUILDING
<br />INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE
<br />EXPOSED AND A STRING STRETCHED FROM MARKER TO
<br />MARKER TO VERIFY REQUIRED SETBACKS.
<br />
<br />CAST IN PLACE CONCRETE
<br />
<br />1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE
<br />STRENGTH AT 28 DAYS OF 3000 PSI, A SLUMP OF 6"
<br />PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT,
<br />AND A MAXIMUM WATER/CEMENT RATIO OF 0.63
<br />2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC
<br />DEFORMED BILLET STEEL CONFORMING TO ASTM A-615
<br />GRADE 40,
<br />3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185.
<br />WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT
<br />LEAST ONE CROSS WIRE WITHIN THE 6".
<br />4. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF
<br />ALL TOP BARS OF BEAMS.
<br />5. HORIZONTAL FOOTING BARS SHALL BE BENT 1'-0"
<br />AROUND CORNERS OR CORNER BARS WITH A 2'-0"
<br />LAP PROVIDED
<br />6. MINIMUM LAP SPLICES ON ALL REINFORCING BAR
<br />SPLICES SHALL BE 40 BAR DIAMETERS TYP.
<br />
<br />7. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR
<br />11/2" TO FORM
<br />
<br />REINFORCING STEEL
<br />
<br />ALL REINFORCING STEEL SHALL BE NEW DEFORMED BARS
<br />FREE FROM RUST, SCALE & OIL & SHALL MEET ASTM A-615
<br />REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE-
<br />CAST CONCRETE PADS, TOP REINFORCING SHALL BE
<br />POSITIVELY SUPPORTED BY TEMPORARY STRINGERS.
<br />DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED
<br />IN PLACE BY USING ADDITIONAL CROSS- REINFORCING TIED
<br />TO FOOTING REINFORCING. SPLICES IN REINFORCII\G WHERE
<br />PERMITTED SHALL BE THE FOLLOWING MINIMUM, UNLESS
<br />OTHERWISE INDICATED ON THE DRAWI~GS:
<br />
<br />FTGS, WALLS, COLUMNS, BEAMS, SLABS: 36 DIA, OR 2'-0" MIN" WHICHEVER IS MORE,
<br />FILLED CELL REINFORCING: 40 DIA. OR 2'-0" MIN., WHICHEVER IS MORE.
<br />TEMPERATURE REINFORCING: 20 DIA. OR 1'-0" MIN., WHICHEVER IS MORE.
<br />WELDED WIRE MESH: 8" LAP
<br />
<br />WOOD FRAMING INSPECTION
<br />
<br />20 PSF (REDUCIBLE)
<br />40 PSF
<br />40 PSF
<br />40 PSF
<br />20 PSF
<br />10 PSF ATTIC L.L.
<br />
<br />ROOF
<br />RESIDENTIAL FLOOR, U:\LESS OTHERWISE INDICATED
<br />BALCONIES
<br />STAIRS
<br />LIGHT PARTITIONS (DEAD LOAD), U.N.O,
<br />
<br />WII\D LOADS BASED ON FBC, SECTION 1606.2,
<br />WII\D VELOCITY: 123 M.P.H., USE FACTOR: 1.0
<br />
<br />LIVE LOADS:
<br />
<br />
<br />ALL PLUMBING, ELECTRICAL, AND MECHANICAL
<br />ROUGH-INS MUST BE COMPLETE, INSPECTED
<br />AND APPROVED BEFORE REQUESTING FRAMING
<br />INSPECTION.
<br />
<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,
<br />PUBLIC FACILITIES 0.5 G.P.M.
<br />PRIVATE FACILITIES 2.2 a.p.M.
<br />SHOWER HEADS 2,5 G.P.M,
<br />4. ALL WATER LINE PLUMBING
<br />TO BE PVPC
<br />VTR LOCATIONS ARE APPROXIMATE
<br />AND MAY CHANGE DUE TO JOBSITE
<br />CONDITIONS
<br />
<br />THE FOLLOWING SHALL COMPLY
<br />WITH THE 2001 FBC.
<br />
<br />o PORCHES AND BALCONIES
<br />SECTION 1014
<br />o HANDRAILS - SECTION 1007.5
<br />o GUARDRAILS - SECTION 1015, 1019.9
<br />o STAIRS - SECTION 1007
<br />o CHIMNEY & FIREPLACE
<br />SECTION 2804-2806 (MFGR)
<br />SECTION 2113-2114 (MAS)
<br />o EGRESS WINDOWS
<br />SECTION 1005.4
<br />
<br />PREFABRICATED WOOD TRUSSES
<br />
<br />1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY
<br />FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH
<br />HURRICANE CLIPS OR ANCHORS.
<br />2. PREFABRICATE WOOD TRUSSES SHALL BE DESIGNED IN
<br />ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL
<br />DESIGN SPECIFICATION FOR STRESS-GRADE LUMBER AND
<br />ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL
<br />FOREST PRODUCTS ASSOCIATION.
<br />3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPOR-
<br />TIONED ( WITH A MAXIMUM ALLOWABLE STRESS INCREASE
<br />FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE
<br />LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD,
<br />4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS
<br />REQUIRED BY THE TRUSS MANUFACTURER UNLESS
<br />NOTED ON THE PLANS,
<br />5, TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL
<br />CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE
<br />NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS
<br />MANUFACTURER IN ACCORDANCE WITH THE FOLLOWING
<br />DESIG~ LOADS:
<br />6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL
<br />PLATE CONNECTED WOOD TRUSSES PER THE TRUSS
<br />PLATE INSTITUTE TPI LATEST EDITION,
<br />7. 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 ANDIOR BRIDGING AS REQUIRED
<br />FOR ERECTION AND FOR THE PERMAI\ENT 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 />
<br />WIND LOADS:
<br />(F. B.C.)
<br />
<br />3000 PSI
<br />3000 PSI
<br />
<br />ALL CONCRETE UNLESS OTHERWISE INDICATED
<br />PEA GRAVEL CONCRETE FOR MASONRY CELLS ONLY
<br />(DO ~OT USE FOR CONCRETE COLUMNS OR TIE BEAMS)
<br />
<br />CONCRETE
<br />STRENGTH
<br />@ 28 DAYS
<br />
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<br />
<br />
<br />ASTM A185
<br />ASTM A615-40 40,000 PSI
<br />ASTM A615-40 40,000 PSI
<br />
<br />WELDED WIRE FABRIC SHALL CONFORM TO
<br />ALL REINFORCING BARS
<br />ALL STIRRUPS AND TIES
<br />
<br />REINFORCING:
<br />
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<br />
<br />ASTM C90-99b, STANDARD WEIGHT UNITS, fm=1500 PSI
<br />MORTAR TYPE "S" 1800 PSI
<br />CONCRETE GROUT 3000 PSI
<br />CONTiNUOUS MASONRY INSPECTION IS REQUIRED DURING CONSTRUCTION
<br />
<br />ALL STRUCTURAL AI\D MISCELLANEOUS STEEL A36 36,000 PSI, U.N.O
<br />SHOP AND FIELD WELDS: E70XX ELECTRODES
<br />ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307
<br />
<br />BEAMS, RAFTERS, JOIST, PLATES, ETC. U.N,O.
<br />NO.2 SOUTHERN YELLOW PINE (19% M.C.)
<br />ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR, or OSB
<br />FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24)
<br />WALL SHEATHING: PLYWOOD C-C/C-D, EXTERIOR OR OSB
<br />VERSA LAM BEAM Fb = 2900 PSI (2.0E)
<br />WOOD COLS. PARALLAM 2.0E U.N.O.
<br />
<br />DESIGN lOADS:
<br />TOP CHORD LIVE LOAD: 20 PSF
<br />TOP CHORD DEAD LOAD: 10 PSF
<br />
<br />CONCRETE
<br />MASONRY
<br />UNITS:
<br />
<br />STRUCTURAL
<br />STEEL:
<br />
<br />WOOD FRAMING:
<br />
<br />
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<br />
<br />5. ALL OPEI\INGS SHALL COMPLY WITH
<br />2001 FBC WIND LOADS AS STATED
<br />BELOW, ATTACHMENTS OF WINDOWS,
<br />DOORS, SLIDING GLASS DOORS
<br />AND O.H. GARAGE DOORS ARE TO DELEGATED
<br />THE MANUFACTURER OF THESE ITEMS. THE
<br />MANUFACTURER OF THESE ITEMS
<br />SHALL SUBMIT ATTACHMENTS FOR
<br />SITE INSTALLATION.
<br />
<br />SEE ATTACHED SPECIFICATION SHEETS FOR
<br />MANUFACTURERS DESIGN CRITERIA AND
<br />INSTAllATION METHODS FOR WINDOWS,
<br />DOORS, SLIDING GLASS DOORS, OVERHEAD
<br />GARAGE DOORS, AND ROOFING.
<br />
<br />WOOD ROOF
<br />TRUSSES:
<br />
<br />BOTTOM CHORD DEAD LOAD:
<br />
<br />10 PSF
<br />40 PSF
<br />
<br />10 PSF
<br />
<br />BOTTOM CHORD ATTIC LIVE LOAD:
<br />
<br />SEE DRAWINGS FOR SPECIAL CONCENTRATED LOADS. DESIGN
<br />FOR NEW WIND UPLIFT AS PER SPECIFIED CODES, DEDUCTING
<br />A MAXIMUM OF 5 P.S.F. DEAD LOAD, BUT NOT EXCEEDING ACTUAL
<br />DEAD LOAD.
<br />
<br />DESIGN LOADS:
<br />DEAD LOAD:
<br />LIVE LOAD:
<br />TOTAL:
<br />
<br />MASONRY WALL CONST.
<br />1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL
<br />WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90,
<br />WITH A MINIMUM I\ET COMPRESSIVE STRENGTH OF
<br />1900 PSI ( f'm = 1500 PSI)
<br />2. MORTAR SHALL BE TYPE "S", CONFORMING TO
<br />ASTM C270,
<br />3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A
<br />MAXIMUM AGGREGATE SIZE OF 3/8" AI\D A MINIMUM
<br />COMPRESSIVE STRENGTH OF 3000 PSI SLUMP 8" TO 11".
<br />4. 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
<br />AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING
<br />OF 192 BAR DIAMETERS. REINFORCEMENT SHALL BE PLACED
<br />IN THE CENTER OF THE MASONRY CELL TYPICAL UNLESS
<br />OTHERWISE NOTED.
<br />6. REINFORCING STEEL SHALL BE LAPPED A MINIMUM OF 40 BAR
<br />DIAMETERS, Ul\LESS OTHERWISE NOTED ON THE DRAWINGS
<br />7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM, PLASTIC
<br />SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO
<br />PREVENT THE FLOW GROUT INTO CELLS BELOW, THE USE OF FELT
<br />PAPER AS A STOP IS PROHIBITED.
<br />
<br />UPLIFT CONNECTORS
<br />
<br />1, UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS
<br />ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON
<br />MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT FORCES,
<br />INTERIOR LOAD BEARING WALLS ARE l\OT ALWAYS EXPOSED
<br />TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD
<br />NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE CONSULT
<br />THE TRUSS ENGINEERING FOR THE LOCATION OF THESE WALLS.
<br />
<br />15. NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC., SHALL BE BURIED
<br />WITHIN 15'-0": OF ANY BUILDING OR PROPOSED BUILDING,(FBC 2303.1.4)
<br />
<br />WOOD FLOOR
<br />TRUSSES:
<br />
<br />15 PSF
<br />50 PSF
<br />65 PSF
<br />
<br />6. ALL DOORS INTERIOR & EXTERIO~ ARE
<br />6'-8" UNLESS OTHERWISE NOTED
<br />ALL SHOWER ENCLOSURES TO BE
<br />TEMPERED GLASS
<br />7. ALL WINDOWS WITHIN 24" OF DOORS
<br />(INTERIOR & EXTERIOR) AND WITHIN
<br />18" OF FLR TO BE TEMPERED GLASS.
<br />(SECTION 2405.2)
<br />
<br />}o
<br />
<br />ABBREVIA TIONS
<br />
<br />ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF
<br />SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS
<br />IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY
<br />THE GENERAL CONTRACTOR SHALL CONTACT THE El\GINEER PRIOR TO
<br />FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN.
<br />
<br />SOIL BEARING
<br />VALUE:
<br />
<br />Opening
<br />Optional
<br />Piece
<br />Pedestal
<br />Parallam
<br />Pounds per linear foot
<br />Plate Height
<br />Plant Shelf
<br />Pounds per square foot
<br />Pressure Treated
<br />Powder Room
<br />Radius
<br />Refrigerator
<br />Required
<br />Room
<br />Round
<br />Rod and Shelf
<br />Smoke Detector
<br />Square Ft.
<br />Shelves
<br />Sheet
<br />Side Lights
<br />Spruce Pine Fir
<br />Square
<br />Southern Yellow Pine
<br />Tempered
<br />Thicken
<br />Top of Block
<br />Top of Masonry
<br />Top of Plate
<br />Transom Window
<br />Typical
<br />Under Cabinet Lighting
<br />Unless !';oted Otherwise
<br />Vanity Base
<br />Vertical
<br />Versalam
<br />Vent through Roof
<br />Washer
<br />With
<br />Water Closet
<br />Wedge Anchor
<br />Wood
<br />Water Proof
<br />
<br />Opn'g.
<br />Opt.
<br />Pc.
<br />Ped.
<br />P.L.
<br />PLF
<br />PIt. Ht.
<br />Pit Sh,
<br />PSF
<br />P.T.
<br />Pwd,
<br />Rad.
<br />Ref,
<br />Req'd.
<br />Rm.
<br />Rnd.
<br />R/SH
<br />SD.
<br />S,F.
<br />Sh,
<br />SHT
<br />S.L.
<br />S.P.F.
<br />Sq.
<br />S.Y.P.
<br />Temp.
<br />Thik'n.
<br />T.O.B.
<br />T.O.M.
<br />T.O.P.
<br />Trans.
<br />Typ.
<br />UCL
<br />U.N.O.
<br />VB
<br />Vert.
<br />V.L.
<br />VTR
<br />W
<br />WI
<br />WIC
<br />W.A.
<br />Wd
<br />WP
<br />
<br />Anchor Bolt
<br />Above
<br />AirConditioner
<br />Adjustable
<br />Above Finished Floor
<br />Air Handler Unit
<br />Alternate
<br />Base Cabinet
<br />Bifold Door
<br />Book Shelf
<br />Beam
<br />Bottom
<br />Bypass door
<br />Bearing
<br />Circle
<br />Ceiling
<br />Column
<br />AIC Compressor
<br />Ceramic Tile
<br />Dryer
<br />Decorative
<br />Dedicated Outlet
<br />Double
<br />Diameter
<br />Disposal
<br />Distance
<br />Drawer Stack
<br />Dryer Vent
<br />Dishwasher
<br />Each
<br />Each Way
<br />EI ectrica I
<br />Elevation
<br />Exterior
<br />Expansion
<br />
<br />Florida Bldg. Code
<br />Finished Floor
<br />Fixed Glass
<br />Floor
<br />Foundation
<br />Floor System
<br />Fireplace
<br />Foot I Feet
<br />Footing
<br />Fixed
<br />Galvanized
<br />General Contractor
<br />Ground Fault Interrupter
<br />Girder Truss
<br />Header
<br />Height
<br />Hose Bibb
<br />Interior
<br />Kneewall
<br />Knee Space
<br />Laundry
<br />Lavatory
<br />Linear Ft.
<br />Laundry Tub
<br />Masonry
<br />Maximum
<br />Medicine Cabinet
<br />Manufacturer
<br />Microwave
<br />Minimum
<br />Microlam
<br />Mirror
<br />Monolithic
<br />Not to Scale
<br />
<br />F.B.C.
<br />Fin. Fir.
<br />F.G.
<br />Fir.
<br />Fdn.
<br />Fir. Sys.
<br />~.PI.
<br />Ft.
<br />Ftg.
<br />FX
<br />Galv.
<br />G.C.
<br />G.F.I.
<br />G,T,
<br />Hdr.
<br />Hgt.
<br />HB
<br />Int.
<br />K/Wall
<br />K.S,
<br />Laun.
<br />Lav.
<br />L,F.
<br />L.T.
<br />Mas.
<br />Max
<br />M.C.
<br />Mfgr.
<br />Micro.
<br />Min
<br />M.L.
<br />Mir.
<br />Mono
<br />N.T.S.
<br />
<br />A,B.
<br />Abv.
<br />AIC
<br />Adj.
<br />A.F.F,
<br />A,H.U.
<br />ALT.
<br />B.C.
<br />B.F.
<br />Bk Sh
<br />Bm.
<br />BOT.
<br />B.P,
<br />Brg,
<br />Cir.
<br />clg.
<br />Col.
<br />Compo
<br />C.T.
<br />D
<br />Dec.
<br />Ded,
<br />Dbl.
<br />Dia.
<br />Disp.
<br />Dist.
<br />D,S.
<br />D.V.
<br />D.W.
<br />Ea.
<br />EW,
<br />Elec,
<br />Elev.
<br />Ext.
<br />Exp.
<br />
<br />BUILDING DATA
<br />
<br />o
<br />z ~
<br />~C/)(C) 0
<br />C/)I-
<br />WI-C/)W::::;
<br />OZC/):::!<:
<br />O-I>
<br />~:2t::~C/)
<br /><: C\jW 0::;:;::
<br />(C)'"'~oo
<br />~O::OoO
<br />~owwt)
<br /><:l.L..I...J1-
<br />crgl-L5z
<br />o...JO::C/)~
<br />~;:;:~oo::
<br />~~<:~i3
<br />
<br />INDEX OF DRAWINGS
<br />
<br />CONSTRUCTION TYPE - TYPE VI UNPROTECTED
<br />(SECTION 608 - FBC 2001)
<br />MEAN ROOF 15 FT. HIGH
<br />TYPICAL FOR SINGLE HOMES
<br />
<br />WIND SPEED 123 MPH (3 SEC. GUSn
<br />WIND IMPORTANCE FACTOR - (Iw) = 1.0
<br />WII\D EXPOSURE - "B" (FBC 1606,1.8)
<br />INTERNAL PRESSURE COEFFICIENT = +1- 0.55 (PARTIALLY
<br />ENCLOSED BLOG)
<br />
<br />SHT NO:
<br />1
<br />2
<br />2A
<br />3
<br />4
<br />5
<br />6
<br />S-1
<br />S-2
<br />S-3
<br />S-4
<br />S-5
<br />S-6
<br />S-7
<br />
<br />TITLE
<br />COVER SHEET
<br />FLOOR PLAN
<br />DIMENSION PLAN
<br />FOUNDATION PLAN
<br />ELECTRICAL PLAN/ INT. ELEV.
<br />ELEVATIONS
<br />TRUSS LAYOUT
<br />MASONRY DETAILS
<br />LINTEL PLAN AND DETAILS
<br />DETAILS
<br />DETAILS
<br />DETAILS
<br />DETAILS
<br />STRUC. NOTES &
<br />HANGER INFORMATION
<br />DETAILS
<br />DET AI LS
<br />ROOFING DETAILS
<br />DETAILS
<br />DETAILS
<br />PRODUCT APPROVAL
<br />WINDOW DETAILS
<br />WINDOW DETAILS
<br />DETAILS
<br />DETAILS
<br />DETAILS
<br />
<br />WOOD CONSTRUCTION
<br />
<br />1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA
<br />"NATIONAL DESIGN SPECIFICATION FOR WOOD
<br />CONSTRUCTION", LATEST EDITION.
<br />2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR
<br />WALLS AND MISC. STRUCTURAL WOOD FRAMING \'1EMBERS,
<br />( I.E, BLOCKING OR GABLE END BRACING) SHALL BE EITHER
<br />SOUTHERN PINE, OR S,P,F. NUMBER 2 GRADE SHALL BE
<br />USED REGARDLESS OF SPECIES.
<br />
<br />DESIGN WIND PRESSURE:
<br />
<br />(COMPO~ENT AND CLADDING) WORST CASE (10 SF - END ZONE)
<br />WINDOWS AND DOORS
<br />123 MPH + 38 PSF I - 40 PSF
<br />
<br /> l1)
<br /> Nif) 0
<br /> "-
<br /> N
<br /> 'z U"-
<br /> ~O I-{Y)
<br /> <(0..
<br /> N- 00
<br /> -rl(f) <.0"-
<br /> > '<t<(
<br /> .-10
<br /> W '~
<br /> 0:::: ~~
<br />f'- W-l
<br />00 ~
<br />(J) O-l lLJ
<br />0 0
<br /> 0:::
<br /> Z<( () >-l1..z
<br />-.J zf-O
<br />0 <($ <(z-
<br />-.J I- ZW~
<br />I -(/)>
<br /> o::~ oz-
<br />C'J - 0 WOo
<br />:r: uu<(
<br /> Z ::J 0
<br />L() (!JW oz-
<br /> OW 0:::
<br /> o:::r=g
<br />I S zJ- I- o..-LL
<br />f'- ::c wO:::-I
<br /> wC/) 0:::3<(
<br /> wwO:::
<br />~ lJJ c.=J alII-
<br />wO(V) I-l-i55
<br /> Ol-u
<br />~ - ~-l 0 0::: z::) .
<br />> >-00..
<br />L() ~ <( 0 >- <(I 0:::
<br />~ ~t:o
<br />z$ N 0.. z3u
<br />~ ::so:::W
<br />(J) 0 w~
<br />::j o..zO
<br /> (/)ZI
<br />>- lJJ 0... () -<((/)
<br /> ~~::)
<br />0::: 0::: SHEET NO. 0..
<br /> 0:::
<br />() 0
<br />0 1 u
<br /> W
<br />f- ~
<br />f'- 0
<br /> OF I
<br />Z 00 (/)
<br /> 25 ::)
<br /> (Y)
<br />lJJ 0
<br />f- 0
<br />> LAST PLOT DATE N
<br /> @
<br />0 March 02, 2005
<br />Z
<br />-.J COVER SHEET
<br />-
<br />
<br />GARAGE DOORS (V = 123 MPH)
<br />SINGLE 9x7 +37.0 PSF I -40.0 PSF
<br />DOUBLE 16x7 +37.0 PSF /41.0 PSF
<br />
<br />SEE FLOOR PLAN FOR ACTUAL PRESSURES
<br />
<br />
<br />S-8
<br />S-9
<br />S-10
<br />S-11
<br />S-12
<br />S-13
<br />S-14
<br />S-15
<br />S-16
<br />S-17
<br />S-18
<br />
<br />ALL WORK SHALL COMPLY WlTH ALL
<br />PREVAILING CODES, FLORIDA BUILDJ~G
<br />CODE, NATIONAL ELECTRIC CODE AND
<br />CITY OF ZEPHYRHlLLS ORDINANCES
<br />
<br />ENGINEERlU) PLANS
<br />ON FlLB
<br />
<br />REVlEWED
<br />MAYO 9 ZOOS
<br />
<br />MASTER REVISIONS
<br />
<br />~b~
<br />
<br />NOTICE TO BUILDER
<br />
<br />DESCRIPTION
<br />
<br />DATE
<br />
<br />IT IS THE INTENT OF THIS DESIGNER THAT
<br />THESE PLANS ARE ACCURATE AND ARE
<br />CLEAR ENOUGH FOR THE LICENSED PROFESS-
<br />ONAL TO CONSTRUCT THIS PROJECT,
<br />IN THE EVENT THAT SOMETHING IS UNCLEAR
<br />OR NEEDS CLARIFICATION"STOP"AND CALL
<br />THE DESIGNER LISTED IN THIS TITLE PAGE. IT
<br />IS THE RESPONSIBILITY OF THE LICENSED
<br />PROFESSIONAL THAT IS CONSTRUCTING THIS
<br />PROJECT TO FULLY REVIEW THESE DOCUMENTS
<br />BEFORE CONSTRUCTION BEGINS AND ANY AND
<br />ALL CORRECTIONS, IF NEEDED, TO BE MADE
<br />BEFORE ANY WORK IS DONE.
<br />
<br />WALDEN GRANDE 2003 STEM WALL
<br />
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