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<br />GENERAL NOTES:
<br />
<br />STRUCTURAL 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 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 I~CHES,
<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 BUILDI~G
<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", A~D 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 />
<br />4, HOOKS SHALL BE PROVIDED AT DiSCONTINUOUS ENDS OF
<br />ALL TOP BARS OF BEAMS,
<br />5, HORIZONTAL FOOTING BARS SHALL BE BE,\JT 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 />REIMORCING 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, 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 G,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 />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 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 />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 />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 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 />
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<br />
<br />ASTM A185
<br />ASTM A615-40 40,000 PSI
<br />ASTM A61540 40,000 PSI
<br />
<br />WELDED WIRE FABRIC SHALL CONFORM TO
<br />ALL REINFORCING BARS
<br />ALL STIRRUPS AND TIES
<br />
<br />REINFORCING:
<br />
<br />
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<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 />ASTM C90-99b, STANDARD WEIGHT UNITS, fm=1500 PSI
<br />MORTAR TYPE "S" 1800 PSI
<br />CGr'\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 />CONCRETE
<br />MASONRY
<br />UNITS:
<br />
<br />STRUCTURAL
<br />STEEL:
<br />
<br />9, CONCRETE OVERPOUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE
<br />RE\t10VED 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 OCCUPAr\CY
<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 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, :\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 />BEAMS, RAFTERS, JOIST, PLATES, ETC, U,N,O,
<br />~O. 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,OE)
<br />WOOD COLS, PARALLAM 2,OE U,N,O,
<br />
<br />DESIGN LOADS:
<br />TOP CHORD LIVE LOAD: 20 PSF
<br />TOP CHORD DEAD LOAD: 10 PSF
<br />
<br />WOOD FRAMING:
<br />
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<br />5, ALL OPENINGS SHALL COMPLY WITH
<br />2001 FBC WIND LOADS AS STATED
<br />BELOW, ATTACHMENTS OF WINDOWS,
<br />DOORS, SLlDIr\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 />
<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 BEARI,\G 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 ( 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" AND A MINI\t1UM
<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 BO:\D 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 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 />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 ENGINEER 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 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,8,
<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 />W/
<br />W/C
<br />W,A.
<br />Wd
<br />WP
<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 />o rye r
<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 />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 />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 />! Comp,
<br />C.T.
<br />D
<br />Dee,
<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 />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,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 />BUILDING DATA
<br />
<br />o
<br />Z W
<br /><.:lCl)z
<br />U;I~ 0
<br />WI-CI)w::::;
<br />OZCI):::!<l:
<br />DO-I>
<br />z~t::~CI)
<br /><l:NWa:~
<br /><.:l~~00
<br />~a:000
<br />~OWWU
<br /><lL. ...JI-
<br />a:02=L:5z
<br />O::::;a:CI)iJ!
<br />~;;:f:':!oa:
<br />2=~~~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. 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 BLDG)
<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 />DETAILS
<br />ROOFING DETAILS
<br />DETAILS
<br />DETAILS
<br />PRODUCT APPROVAL
<br />WINDOW DETAILS
<br />WINDOW DETAILS
<br />DETAILS
<br />DETAILS
<br />DET AI LS
<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 />(COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE)
<br />WINDOWS AND DOORS
<br />123 MPH + 38 PSF / ' 40 PSF
<br />
<br /> 111
<br /> 0
<br /> ('.I(/) ........
<br /> .-1
<br /> 'z U........
<br /> ~O f-('/')
<br /> <:to..
<br /> ('.1- .-10
<br /> ..-1(/) to........
<br /> > <;t<:t
<br /> .-10
<br /> W '~
<br /> 0:: ~~
<br />C\J W...J
<br />00 ~
<br />(j) O...J w 0
<br />0 0::
<br /> z<( 0 >-LL..Z
<br />--I zf-O
<br />0 <($ <:tz-
<br />--I I- z:w~
<br /> -(/)>
<br />I ozo
<br />C\J - o::~ 0 t30<:t
<br />:r: z ::Juo
<br />L!) (!JW oz-
<br /> owO::
<br /> Zt- I- o::r=g
<br />I S a..-LL..
<br />f'-. ::r: wO::....J
<br /> W(/) 0::3:<:t
<br /> wwO::
<br />~ llJ ~ alIf-
<br />wO(Y) f-f-6J
<br /> Of-u
<br />~ - ~ ...J 0 0:: Z::J ,
<br />> >-00..
<br />L!) ~<( 0 >- <:tIO::
<br />J- ~t::0
<br />z$C'J 0.. z3:u
<br />~ :5O::w
<br />(J) 0 w~
<br />::5 a..zo
<br /> If)ZI
<br />>- llJ 0.. U -<:tlf)
<br /> 2=~::)
<br />0:: 0:: SHEET ,\0. 0..
<br /> 0::
<br />() 0
<br />0 1 U
<br /> w
<br />J- C\J ~
<br /> 0
<br /> OF J:
<br />Z CO 25 U)
<br /> ::J
<br /> ('I')
<br />llJ 0
<br />J- 0
<br />> LAST PLOT DATE C\I
<br /> @
<br />0 March 02, 2005
<br />Z
<br />--I COVER SHEET
<br />-
<br />
<br />GARAGE DOORS (V = 123 MPH)
<br />SINGLE 9x7 +37.0 PSF / -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 WITH ALL
<br />PREVAILING CODES, FLORIDA BUILDil':G
<br />CODE NATIONAL ELECTRIC CODE AND
<br />CITY OF ZEPHYRHlLLS ORDINANCES
<br />
<br />ENGINEERED PLANS
<br />ON FILE
<br />
<br />REVJEWED
<br />l1AY 0 9 2005
<br />
<br />MASTER REVISIONS
<br />
<br />~bWr
<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 L1CE~SED
<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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