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TIMBER
<br />- ALL FRAMING LUMBER SHALL BE #2 SPRUCE, PINE, FIR OR BETTER, U.N.O
<br />- ALL EXTERIOR WALL AND ALL INTERIOR LOAD BEARING OVER 8'-0" IN HEIGHT
<br />SHALL BE S.Y.P. #2 GRADE OR BETTER
<br />- ALL INTERIOR LOAD BEARING WALLS 8'-0" OR LESS IN HEIGHT SHALL BE
<br />SPRUCE, PINE, FIR OR BETTER.
<br />- INTERIOR NON -LOAD BEARING WALLS SHALL BE #2 SPRUCE, PINE, FIR OR BETTER
<br />- BLOCKING IS REQUIRED IN ALL WALLSTUDS OVER 8'-0" AT MID -HEIGHT AND
<br />SHEATHING JOINT.
<br />- ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE
<br />TREATED WOOD.
<br />EXTERIOR WINDOWS AND DOOR NOTES / 2014 FBC 5 TH EDITION 301.1.2(7)
<br />1. ALL EXTERIOR WINDOWS AND GLASS DOORS ARE REQUIRED
<br />TO BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA 101 /152
<br />STANDARD AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING
<br />THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND
<br />APPROVED PRODUCT TESTING ENTITY.
<br />2. ALL EXTERIOR WINDOWS AND DOORS SHALL BE ANCHORED PER
<br />PUBLISHED MANUFACTURER'S RECOMMENDATIONS TO ACHIEVE
<br />THE DESIGN PRESSURE SPECIFIED.
<br />3. ALL EXTERIOR WINDOWS AND DOORS WHERE BUCK THICKNESS
<br />IS LESS THAN 1-1/2 INCHES SHALL BE ANCHORED THROUGH
<br />JAMB INTO STRUCTURAL SUBSTRATE.
<br />4. ALL EXTERIOR WINDOWS AND DOORS WHERE BUCK THICKNESS
<br />IS 1-1/2 INCHES OR GREATER MUST HAVE THE BUCK ATTACHED
<br />IN A MANNER THAT TRANSFERS THE LOAD DIRECTLY TO THE
<br />STRUCTURE. WINDOWS AND DOORS SHALL BE ANCHORED THROUGH
<br />THE JAMB INTO THE WOOD BUCK.
<br />5. WINDOW BUCKS SHALL EXTEND BEYOND THE INTERIOR LIP OF
<br />THE WINDOW.
<br />6. MULLIONS AND ADJACENT DOOR ASSEMBLIES ARE REQUIRED TO
<br />BE TESTED OR ENGINEERED TO TRANSFER 1.5 TIMES THE
<br />DESIGNED LOADS TO THE ROUGH OPENING SUBSTRATE.
<br />7. A COMPLETE DOOR AND WINDOW SCHEDULE INCLUDING MANUFACTURER
<br />AND MODEL NUMBER HAS BEEN INCLUDED AS PART OF THE
<br />CONSTRUCTION DRAWINGS.
<br />8. GARAGE DOOR INSTALLATION DETAILS AND DATA INDICATING
<br />COMPLIANCE WITH THE WIND LOAD REQUIREMENTS OF
<br />FBC2014 5 TH EDITION HAS BEEN INCLUDED AS PART OF THE CONSTRUCTION
<br />DRAWINGS.
<br />FRAMING INSPECTION NOTE:
<br />ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH -INS
<br />MUST BE COMPLETE, INSPECTED AND APPROVED BEFORE
<br />REQUESTING A FRAMING INSPECTION. FBC2014 5 TH EDITION
<br />hilm • ' D 1 • - 'A 0
<br />1. BASIC WIND SPEED = 145 MPH
<br />2. BUILDING CATEGORY = RESIDENTIAL
<br />3. APPLICABLE INTERNAL PRESSURE COEFFICIENT = 1.00
<br />4. COMPONENTS AND CLADDING = 10.5 PSF -21.5 PSF
<br />5. WIND EXPOSURE = B
<br />6. RISK CATEGORY II per FBC table 1604.5.
<br />WINDOW NOTES:
<br />ALL WINDOWS ARE TO MEET OR EXCEED DESIGN
<br />WIND LOAD PRESSURES OF FLORIDA BUILDING CODE
<br />2014 5 TH EDITION R301.1,2(7)
<br />VERIFY ALL WINDOWS FIT ROUGH OPENINGS
<br />TERMITE PROTECTION - 2014 FBC 5TH EDITION 318
<br />SOIL CHEMICAL BARRIER METHOD TO BE USED.
<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 OF
<br />ELECTRIC PANEL.
<br />2. CONDENSATE AND ROOF DOWN SPOUTS SHALL DISCHARGE AT LEAST 1'-0"
<br />AWAY FROM BUILDING SIDE WALLS.
<br />3. IRRIGATION/SPRINKLER SYSTEMS INCLLUDING ALL RISERS AND SPRAY HEADS
<br />SHALL NOT BE INSTALLED WITHIN 1'-0" OF BUILDING SIDE WALLS.
<br />4. TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION, BETWEEN WALL
<br />COVERING AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES.
<br />EXCEPTION: PAINT OR DECORATIVE CEMENTITIOUS FINISH LESS THAN 5/8"
<br />THICK ADHERED DIRECTLY TO THE FOUNDATION WALL.
<br />5. INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL
<br />IS COMPLETE.
<br />6. SOILD DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED
<br />INCLUDED SPACES BOXED OR FORMED.
<br />7. BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATIONS OF TRAPS,
<br />EXT., SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT
<br />FORMS MUST BE OF A SIZE AND DEPTH THAT WILL ELIMINATE THE DISTURBANCE
<br />OF SOIL AFTER THE INITAL TREATMENT.
<br />8. MINIMUM 6 MIL. VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST
<br />RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT,
<br />RETREATMENT IS REQUIRED.
<br />9. CONCRETE OVERPOUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST
<br />BE REMOVED BEFORE EXTERIOR SOIL TREATMENT.
<br />10. SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR
<br />GRADE WITHIN 1'-0" OF THE STRUCTURE SIDEWALLS.
<br />11. AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER
<br />CONSTRUCTION IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION. ANY SOIL
<br />DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED, SHALL BE
<br />RETREATED.
<br />12. ALL BUILDINGS ARE REQUIRED TO HAVE PRE -CONSTRUCTION TREATMENT.
<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 HAS
<br />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.: .
<br />14. AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED
<br />FROM BELOW AND WITHIN 1'-0" OF THE BUILDING. THIS INCLUDES ALL GRADE STAKES,
<br />TUB TRAP BOXES, FORMS, SHORING OR OTHER CELLULOSE CONTAINING MATERIAL.
<br />15. NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC., SHALL BE BURIED
<br />WITHIN 15'-0" OF ANY BUILDING OR PROPOSED BUILDING.
<br />SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-91
<br />CONDENSATE LINES SHALL DISCHARGE
<br />AT LEAST 1 FOOT AWAY FROM THE
<br />STRUCTURE SIDEWALL, WHETHER BY
<br />UNDERGROUND PIPING, TAIL
<br />EXTENSIONS, OR SPLASH BLOCKS.
<br />DESIGN CRITERIA
<br />WIND SPEED (SSTD 10-97) FBC 2014 145 MPH
<br />CONCRETE (AT 28 DAYS) fc=3,000 PSI MIN.
<br />CONCRETE MASONRY UNITS ASTM A-615 GRADE 40
<br />REINFORCING STEEL
<br />MIN. LAP FOR BARS
<br />#4 BAR = 25"
<br />#7 BAR = 35" ASTM C-90 OR C-143
<br />#5 BAR - 27"
<br />STANDARD HOOK = 10" LEG
<br />STRUCTURAL STEEL ASTM A-36
<br />MORTAR TYPE M OR S
<br />GROUT F'c = 3,000 PSI @ 28 DAYS
<br />SHALL HAVE 3/8" AGGREGATE, 8" - 11" SLUMP (ASTM C-1019)
<br />TIMBER MIN fb=1,150 PSI
<br />SOUTHERN YELLOW PINE #2, FOR CONCRTUCTION
<br />OR HEM -FIR #2
<br />OR DOUGLAS -FIR #2 OR CONSTRUCTION
<br />SOIL PRESSURE (ASSUMED) 2,000 PSF
<br />TO BE VERIFIED PRIOR TO PLACEMENT OF
<br />REINFORCING OR CONCRETE FOR FOUNDATION.
<br />COVER OVER REINFORCING STEEL
<br />FOUNDATION CONCRETE CAST IN EARTH 3" ABOVE EARTH
<br />CONCRETE AGAINST FORMS & ALL OTHER 1-1/2"
<br />WINDOW NOTES
<br />INSTALLATION DETAILS FOR NON -IMPACT FLANGE, SINGLE HUNG
<br />WINDOWS IN WIND ZONES OF 150 MPH OR LESS (PER FBC 2014 5TH EDITION)
<br />BUCKSTRIPS MUST BE SET IN A BEAD OF SEALANT. THE EXTERIOR
<br />JOINT BETWEEN THE BUCKSTRIP AND MASONRY MUST ALSO BE
<br />SEALED. BUCKSTRIPS SHALL RUN THE ENTIRE LENGTH OF THE
<br />ROUGH OPENING. A BUCKSTRIP IS NOT NECESSARY AT THE SILL
<br />IF IT IS PRECAST. ALL GAPS MUIST BE SEALED, BUCKSTRIPS
<br />SHOULD BE PRESSURE TREATED YELLOW PINE, SPRUCE OR
<br />COMPARABLE LUMBER, IN ACCORDANCE WITH THE FLORIDA
<br />BUILDING CODE, A TAPER, OR BEVEL ON THE BUCK IS ACCEPTABLE
<br />AT BOTH THE INTERIOR AND EXTERIOR.
<br />IF USING 3/4" THICK WOOD BUCKSTRIPS:
<br />INSTALLATION FASTENERS SHOULD BE A MINIMUM 3/16" X 2-3/4"
<br />MASONRY SCREWS, INSTALLED THROUGH THE WINDOW AND
<br />BUCKSTRIP INTO THE MASONRY. WINDOW MAY BE SHIMMED AS
<br />NECESSARY, PROVIDED A MINIMUM SCREW EMBEDMENT OF 1-1/4"
<br />IS MAINTAINED IN THE MASONRY. FASTENERS SHOULD BE LOCATED
<br />A MAXIMUM OF 4" FROM EACH CORNER AND A MAXIMUM OF 18" O.C.
<br />IT IS RECOMMENDED THAT FASTENERS NOT BE INSTALLED THROUGH
<br />THE SILL OF THE WINDOW. THE ACTUAL SIZE OF THE BUCSTRIPS
<br />SHOULD BE NO LESS THE 3/4" X 2-1/8".
<br />IF USING 1-1/2" THICK OR GREATER WOOD BUCKSTRIPS.
<br />WINDOW INSTALLATION FASTENERS SHOULD BE A MINIMUM #10 X 1-1/2"
<br />WOOD SCREWS, INSTALLED THROUGH THE WINDOW INTO THE
<br />BUCKSTRIP. WINDOW MAY BE SHIMMED AS NECESSARY, PROVIDED
<br />A MINIMUM SCREW EMBEDMENT OF 1-1/4" IS MAINTAINED IN THE
<br />BUCKSTRIP. WINDOW FASTENERS SHOULD BE LOCATED A MAXIMUM
<br />OF 18" O.C. IT IS RECOMMENDED THAT FASTENERS NOT BE
<br />INSTALLED THROUGH THE SILL OF THE WINDOW. THE ACTUAL
<br />SIZE OF THE BUCKSTRIPS SHOULD BE NO LESS THAN 1-1/2" X 2-1/81'
<br />.
<br />BUCKSTRIPS SHOULD BE INSTALLED USING 3/16" X 2-3/4" MASONRY
<br />SCREWS, TO MAINTAIN 1-1/4" EMBEDMENT AND BE 18" O.C.
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<br />COMPONENT & CLADDING DESIGN PRESSURE
<br />. (145 M..P.H. A3 SEC. GUST. MIN. 2. 1 1/2 PITCH.. EXPOSURE "B"
<br />(PSF)
<br />TRIBUTARY AREA ROOF
<br />WALL
<br />(FT2)
<br />(GCP1= +/- .18)
<br />(GCP1= +/- .18)
<br />10 17.5 -58.7
<br />(A) 30.4 -40.7
<br />20 16.0 -53.3
<br />(B) 29.0 -38.0
<br />50 13.9 -46.1
<br />(C) 27.2 -34.3
<br />100 12.4 -40.7
<br />(D) 25.9 -31.6
<br />125 12.4 -40.7
<br />(E) 25.5 -30.8
<br />1. FOR EFFECTIVE AREA OR WIND SPEEDS BETWEEN THOSE GIVEN ABOVE
<br />THE LOAD MAY BE INTERPOLATED. OTHERWISE, USE THE
<br />LOAD
<br />ASSOCIATED WITH THE LOWER EFFECTIVE AREA
<br />2. PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND
<br />AWAY FROM THE BUILDING SURFACES
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<br />SHEET NO,
<br />NOTES
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