|
<br />TERMITE SPECIFICATIONS:
<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 DOI\E 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 />~
<br />
<br />9. CONCRETE OVERPOUR AND MORTAR ALOI\G 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 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 />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 II\CLUDES ALL GRADE STAKES,
<br />TUB TRAY BOXES, FORMS, SHORING OR OTHER CELLULOSE CONTAINING MATERIAL.
<br />(FBC 2303.1.3)
<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 /> ABBREVIA TIONS
<br /> A.B. Anchor Bolt F.B.C. Florida Bldg. Code Opn'g. Opening
<br /> Abv. Above Fin. Fir. Finished Floor Opt. Optional
<br /> A/C Air-Conditioner F.G. Fixed Glass Pc. Piece
<br /> Adj. Adjustable Fir. Floor Ped. Pedestal
<br /> A.F.F. Above Finished Floor Fdn. Foundation P,L. Parallam
<br /> A.H.U. Air Handler Unit Fir. Sys. Floor System PLF Pounds per linear foot
<br /> ALT. Alternate F.PI. Fireplace PIt. Ht. Plate Height
<br /> B.C. Base Cabinet Ft. Foot / Feet Pit Sh. Plant Shelf
<br /> B.F. Blfold Door Ftg. Footing PSF Pounds per square foot
<br />'ii Bk Sh Book Shelf FX Fixed P.T. Pressure Treated
<br /> Bm. Beam Galv. Galvanized Pwd. Powder Room
<br /> BOT. Bottom G.C. General Contractor Rad. Radius
<br />~ B.P. Bypass door G.F.I. Ground Fault Interrupter Ref. Refrigerator
<br /> Brg. Bearing G.T. Girder Truss Req'd. Required
<br /> Cir. Circle Hdr. Header Rm. Room
<br /> Clg. Ceiling Hgt. Height Rnd. Round
<br /> Col. Column HB Hose Bibb R/SH Rod and Shelf
<br /> Compo A/C Compressor Int. Interior SD. Smoke Detector
<br /> C.T. Ceramic Tile K/Wall Kneewall S,F. Square Ft.
<br /> D Dryer K.S. Knee Space Sh. Shelves
<br /> Dec. Decorative Laun. Laundry SHT Sheet
<br /> Ded. Dedicated Outlet Lav. Lavatory S.L. Side Lights
<br /> Dbl. Double L.F. Linear Ft. S.P.F. Spruce Pine Fir
<br /> Dia. Diameter L.T. Laundry Tub Sq. Square
<br /> Disp. Disposal Mas. Masonry S.Y.P. Southern Yellow Pine
<br /> Dist. Distance Max Maximum Temp. Tempered
<br /> D.S. Drawer Stack M.C. Medicine Cabinet Thik'n. Thicken
<br /> D.V. Dryer Vent Mfgr. Manufacturer T.O.B. Top of Block
<br /> DW. Dishwasher Micro. Microwave T.O.M. Top of Masonry
<br /> Ea. Each Min Minimum T.O,P. Top of Plate
<br /> E.W. Each Way M.L. Microlam Trans. Transom Window
<br /> Elec. Electrical Mir. Mirror Typ. Typical
<br /> Elev. Elevation Mono Monolithic UCL Under Cabinet Lighting
<br /> Ext. Exterior N.T.S. Not to Scale U.N.O. Unless Noted Otherwise
<br /> Exp. Expansion VB Vanity Base
<br /> Vert. Vertical
<br /> V.L. Versalam
<br /> VTR Vent through Roof
<br /> W Washer
<br /> WI With
<br /> W/C Water Closet
<br /> W.A. Wedge Anchor
<br /> Wd Wood
<br /> WP Water Proof
<br />
<br />MASTER REVISIONS
<br />
<br />DATE
<br />
<br />DESCRIPTION
<br />
<br />"
<br />
<br />STRUCTURAL NOTES:
<br />
<br />STRUCTURAL DESIGN CRITERIA
<br />
<br />FOUNDATIONS
<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 />CODES:
<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 />SOIL TO BE COMPACTED TO AT LEAST 95%
<br />OF MAX. DRY DENSITY AS DETERMINED BY
<br />ASTM - 1557 ( MODIFIED PROCTOR)
<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 />CAST IN PLACE CONCRETE
<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", AI\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 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 />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 />AROUI\D 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 />1 1/2" TO FORM
<br />
<br />WOOD FRAMING INSPECTION
<br />
<br />LIVE LOADS:
<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 />20 PSF (REDUCIBLE)
<br />40 PSF
<br />40 PSF
<br />40 PSF
<br />20 PSF
<br />10 PSF ATTIC L.L.
<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 />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 AI\D 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 />CONCRETE
<br />STRENGTH
<br />@ 28 DAYS
<br />
<br />ALL CONCRETE UNLESS OTHERWISE INDICATED
<br />PEA GRAVEL CONCRETE FOR MASONRY CELLS ONLY
<br />(DO I\OT USE FOR CONCRETE COLUMNS OR TIE BEAMS)
<br />
<br />3000 PSI
<br />3000 PSI
<br />
<br />REINFORCING:
<br />
<br />WELDED WIRE FABRIC SHALL CONFORM TO
<br />ALL REINFORCII\G BARS
<br />ALL STIRRUPS AND TIES
<br />
<br />ASTM A185
<br />ASTM A615-40 40,000 PSI
<br />ASTM A61540 40,000 PSI
<br />
<br />CONCRETE
<br />MASONRY
<br />UNITS:
<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 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 CC/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 />STRUCTURAL
<br />STEEL:
<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 COLUMi'<S & FILLED CELLS SHALL BE SECURED
<br />IN PLACE BY USING ADDITIONAL CROSS- REINFORCING TIED
<br />TO FOOTING REINFORCING. SPLICES IN REIMORCING WHERE
<br />PERMITTED SHALL BE THE FOLLOWING MINIMUM, UNLESS
<br />OTHERWISE INDICATED ON THE DRAWII\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 REI;\<FORCING: 20 DIA. OR 1'-0" MIN., WHICHEVER IS MORE.
<br />WELDED WIRE MESH: 8" LAP
<br />
<br />WOOD FRAMING:
<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" 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 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 />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 />BUILDING DATA
<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 />WII\D EXPOSURE - "B" (FBC 1606.1.8)
<br />INTERNAL PRESSURE COEFFICIENT == +j- 0.55 (PARTIALLY
<br />ENCLOSED BLDG)
<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 />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 />ALL WORK SHALL COMPLY WITH ALL
<br />PREVAILlNG CODES, FLORIDA BUILDl1;:T
<br />CODE, NATIONAL ELECTRIC CODE AND
<br />CfrY OF ZEPHYRHlLLS ORDINANCES
<br />
<br />
<br />ENGINEERED PLANS
<br />ON FILE
<br />
<br />REVIEWED
<br />MAY 0 9 2005
<br />
<br />~bWr
<br />
<br />BRISTOL GRANDE 2003
<br />
<br />GENERAL NOTES:
<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 />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 />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 />D 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 />5. ALL OPENINGS 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 />!,.
<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 />INDEX OF DRAWINGS
<br />
<br />SHT NO:
<br />
<br />TITLE
<br />
<br />1
<br />2
<br />3
<br />4
<br />5
<br />6
<br />S-l
<br />S-2
<br />S-3
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<br />COVER SHEET
<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 />DET AI LS
<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 />S-8
<br />S-9
<br />S-10
<br />S-10A
<br />S-ll
<br />S-12
<br />S-13
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<br />S-15
<br />S-16
<br />S-17
<br />S-18
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<br />NOTICE TO BUILDER
<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.
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<br />
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