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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 />FOUNDA TIONS
<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 BUILDING 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 />THE FOLLOWI~G 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 />
<br />-l
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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 A615
<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 />
<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 />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 REINFORCING WHERE
<br />PERMITTED SHALL BE THE FOLLOWING MINIMUM, UNLESS
<br />OTHERWISE INDICATED ON THE DRAWINGS:
<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, UNLESS OTHERWISE INDICATED
<br />BALCONIES
<br />STAIRS
<br />LIGHT PARTITIONS (DEAD LOAD), U.N.O.
<br />
<br />WIND LOADS BASED ON FBC, SECTION 1606.2.
<br />WIND 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, I~SPECTED
<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 G.P.M.
<br />SHOWER HEADS 2.5 G.P.M.
<br />4. A',L 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 />DESIGN 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 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 DRAW[NGS SHALL SHOW ALL TRUSSES, ALL
<br />BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS.
<br />
<br />WIND LOADS:
<br />(F. B.C.)
<br />
<br />EXCEPTION: PAINT OR DECORATIVE CEMENTATIOUS FINISH LESS THAN 5/8"
<br />THICK ADHERED D[RECTLY 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 />'"
<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 />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 [NSTALLATION 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 [S
<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 LANDSCAPING AND IRRIGATION. ANY SOIL DISTURBED AFTER
<br />THE VERTICAL BARRIER IS APPLIED, SHALL BE RETREATED.(FBC 1816.1.6)
<br />
<br />12. ALL BUILDINGS 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 />W[LL 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 AND 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 />15.1\0 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 />0)
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<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 REINFORCIr\G BARS
<br />ALL STIRRUPS AND TIES
<br />
<br />REINFORCING:
<br />
<br />ASTM C90-99b, STANDARD WEIGHT UNITS, fm=1500 PSI
<br />MORTAR TYPE "S" 1800 PSI
<br />COr\CRETE GROUT 3000 PSI
<br />CONTINUOUS MASONRY INSPECTION IS REQUIRED DURING CONSTRUCTION
<br />
<br />ALL STRUCTURAL AND 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 />,
<br />i
<br />
<br />WOOD FRAMING:
<br />
<br />
<br />o
<br />o
<br />IJ)
<br />
<br />.J
<br />
<br />5. ALL OPENINGS SHALL ~OMPLY WITH
<br />2001 FBC WIND LOADS AS STATED
<br />BELOW. ATTACHMENTS OF WINDOWS,
<br />DOORS, SLlDIi\G 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 />
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<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 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 />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 NET COMPRESSIVE STRENGTH OF
<br />1900 PSI ( fm = 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" AND 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, UNLESS 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 L;PLlFT FORCES.
<br />INTERIOR LOAD BEARING WALLS ARE NOT 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 />WOOD FLOOR
<br />TRUSSES:
<br />
<br />-<-',
<br />
<br />15 PSF
<br />50 PSF
<br />65 PSF
<br />
<br />6. ALL DOORS INTERIOR & EXTERIOR 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 />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 Er\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 />Refriger ator
<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 Vlasonry
<br />Top of Plate
<br />Transom Window
<br />Typical
<br />Under Cabinet Lighting
<br />Unless Noted 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 />W/C
<br />W.A.
<br />Wd
<br />WP
<br />
<br />Florida Bldg. Code
<br />Finished Floor
<br />Fixed Glass
<br />Floor
<br />Foundation
<br />Floor System
<br />Fireplace
<br />Foot / 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 />Anchor Bolt
<br />Above
<br />Air-Conditioner
<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 />A/C 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 />Electrical
<br />Elevation
<br />Exterior
<br />Expansion
<br />
<br />A.B.
<br />Abv.
<br />A/C
<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 />DW.
<br />Ea.
<br />EW.
<br />Elec.
<br />Elev.
<br />Ext.
<br />Exp,
<br />
<br />F.B.C.
<br />Fin. Fir.
<br />F.G.
<br />Fir.
<br />Fdn.
<br />Fir. Sys.
<br />F.PI.
<br />Ft.
<br />Ftg.
<br />FX
<br />Galv.
<br />G.C,
<br />G.F./.
<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 />BUILDING DATA
<br />
<br />D
<br />Z W
<br />~ Z
<br />(/j~~ D
<br />WI-(/)W::J
<br />DZ(/):::!<l:
<br />DO-I>
<br />z~t:s:(/)
<br /><l:C\/wo::~
<br />~r<~OD
<br />~O::DDO
<br />s:OwwU
<br /><l:lJ...,....-J1-
<br />O::Di=~Z
<br />D::Jo::(/)~
<br />~;;:~DO::
<br />2=~<l:~a
<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. GUST)
<br />WIND IMPORTANCE FACTOR - (Iw) = 1.0
<br />WIND EXPOSURE -- "B" (FBC 1606.1.8)
<br />INTERNAL PRESSURE COEFFICIENT = +/- 0.55 (PARTIALLY
<br />ENCLOSED BLOG)
<br />
<br />SHT NO
<br />
<br />1
<br />2
<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 />
<br />COVER SH EET
<br />FLOOR PLAN
<br />FOUNDATION PLAN
<br />ELECTRICAL PLAN
<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 />DOOR DETAILS
<br />ROOFING DETAILS
<br />ROOFING DETAILS
<br />GARAGE DETAILS
<br />DETAILS
<br />PRODUCT APPROVAL
<br />WINDOW DETAILS
<br />SGD 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 MEMBERS,
<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 />"l
<br />
<br />(COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE)
<br />WINDOWS AND DOORS
<br />123 MPH + 38 PSF / - 40 PSF
<br />
<br /> z
<br /> 0
<br /> (/)
<br /> -11')
<br /> >0
<br /> N (j)w,--
<br /> o::~
<br /> I.!) Z U~
<br /> Of-'--
<br /> N <l:(1')
<br /> (j) CD D..
<br /> ~ 0)0
<br /> -(1')'--
<br />M > ~o
<br /> w '~
<br />en 0::: iB 2:
<br />C\J
<br />--I
<br />~ w
<br />--I
<br />0 0
<br />- 2:
<br />:r: Z w 0
<br />I () 0::
<br />C\J <( >-I.J....Z
<br /> zl-O
<br /> <l:z-
<br /> Ct:(V) ZW~
<br />L!) S I-- -(/)>
<br /> 0 ozo
<br /> 00 t30<l:
<br />I Z :J(.)O
<br />f'-- W -.JO oz-
<br /> OW 0::
<br /> <(N I-- o::~g
<br />~ - D..-I.J....
<br />> I wO::....J
<br /> - 0::3:<l:
<br />~ Z '" WWO::
<br />I-- COIf-
<br />wO f-f-~
<br />L!) Of-(.)
<br />en 0:: Z:J
<br />~-.J >-00.:
<br />~ ~O >- <l:IO::
<br />W 2:!:::0
<br />0... z3:U
<br />zO :so::w
<br /> 0::: 0 w~
<br />>- :) D..zO
<br /> () (/)ZI
<br />() 0... -<l:CJ)
<br />0::: ~2::J
<br /> SHEET NO. D..
<br />0 0::
<br />M 1 0
<br /> (.)
<br />I-- W
<br />C\J 2:
<br /> 0
<br />Z OF I
<br />~ (/)
<br /> 25 :::l
<br />w (1')
<br /> 0
<br />I-- 0
<br />> LAST PLOT DATE N
<br /> @
<br />0 March 11, 2005
<br />Z COVER SHEET
<br />--I
<br />-
<br />
<br />GARAGE DOORS (V = 123 MPH)
<br />SINGLE 9x7 +37.0 PSF / -40.0 PSF
<br />DOUBLE 16x7 +37.0 PSF 141.0 PSF
<br />
<br />SEE FLOOR PLAN FOR ACTUAL PRESSURES
<br />
<br />
<br />S-8
<br />S-9
<br />S-10
<br />S-10A
<br />S-11
<br />S-12
<br />S-13
<br />S-14
<br />S-15
<br />S-16
<br />S-17
<br />5-18
<br />
<br />ALL WORK SHALL COMPLY WITH ALL
<br />PREVAILING CODES, FLORIDA BUILDn-:a
<br />CODE, NATIONAL ELECTRIC CODE AND
<br />CITY OF ZEPHYRHILLS ORDINANCES
<br />
<br />REVlEWED
<br />MAY 1 0 2005
<br />
<br />ENGINEERED PLANS
<br />ON FILB
<br />
<br />~~
<br />
<br />MASTER REVISIONS
<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 />COLONIAL GRANDE 2003
<br />
|