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<br />GENERAL NOTES:
<br />THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2011 FLORIDA BUILDING CODE
<br />6TH EDITION AND THE 2011 FLORIDA BUILDING CODE - RESIDENTIAL 6TH EDITION,
<br />T.L. HANSON A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL ENGINEERING
<br />COMPANY: HAS APPLIED "RATIONAL ANALYSIS" FOR THE STRUCTURAL DESIGN OF THIS STRUCTURE.
<br />THE BUILDING (INCLUDING ALL COMPONENTS AND CLADDINGS) SHALL BE DESIGNED FOR THE
<br />FOLLOWING SUPERIMPOSED LOADS:
<br />FLOORS:
<br />LIVE LOAD - 40 P.S.F.
<br />DEAD LOAD - 10 P.S.F.
<br />ROOF:
<br />LIVE LOAD (TRUSS TOP CHORD) - 20 P.S.F.
<br />DEAD LOAD (TRUSS TOP CHORD) - 10 P.S.F. (15 P.S.F. WHEN TILE ROOFING IS INSTALLED)
<br />DEAD LOAD (TRUSS BOTTOM CHORD) - 10 P.S.F,
<br />ASSUMED TRUSS SELF WEIGHT (DEAD LOAD) - l P.S.F.
<br />WIND:
<br />BUILDING 15 DESIGNED TO CONFORM TO ASCE 1-10, CHAPTERS 26 THRU 31; PER 2011 FLORIDA
<br />BUILDING CODE, RESIDENTIAL 6TH EDITION - SECTION R301.2.1.1. AND 2011 FLORIDA BUILDING CODE
<br />6TH EDITION SECTION 1609.1.1,
<br />COMPONENT 4 CLADDING WIND LOADS
<br />WIND DESIGN ASSUMPTIONS:
<br />BUILDING EXPOSURE - B
<br />BUILDING RISK CATEGORY - 11
<br />MEAN ROOF HEIGHT 30' OR LESS
<br />HEIGHT 4 EXPOSURE ADJUSTMENT
<br />COEFFICIENT • 1.0
<br />ENCLOSED BUILDING
<br />INTERNAL PRESSURE COEFFICIENT • +/- 0.18
<br />WIND SPEED SHOWN AT THE BOTTOM RIGHT
<br />CORNER OF THIS SHEET
<br />ALL STRUCTURAL ELEMENTS, EXTERIOR
<br />WALLS AND INTERIOR WALLS SHALL BE
<br />TYPE V CONSTRUCTION PER FBC 602.5
<br />ALL OTHER
<br />BUILDING
<br />ROOF OVERHANG
<br />COMPONENT
<br />ZONE
<br />LOADS
<br />LOADS
<br />I
<br />N/A
<br />+32.3/-35.3
<br />2
<br />-65.1
<br />+32.3/-56.2
<br />3
<br />-110.6
<br />+32.3/-89.0
<br />4
<br />N/A
<br />+35.3/-38.2
<br />5
<br />N/A
<br />+35.3/-41.2
<br />SOIL BEARING 4 COMPACTION:
<br />THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 P.S.F.
<br />(MINIMUM). THE CONTRACTOR/PROPERTY OWNER ARE RESPONSIBLE FOR VERIFYING THAT THE SOIL
<br />ON THE SITE IS PROPERLY PREPARED 4 COMPACTED SUCH THAT IT CAN SUPPORT A 2,000 P.S.F.
<br />FOUNDATION LOADING.
<br />T.L. HANSON; A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL
<br />ENGINEERING COMPANY: DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION S1TE
<br />NOR PERFORMING ANY SOIL TESTING.
<br />T.L. WAN50N SHALL NOT BE RESPONISIBLE FOR THE SITE SOILS ABILITY TO SUPPORT
<br />THE BUILDING LOADS.
<br />FOUNDATIONS 4 SLAB -ON -GRADE:
<br />BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS WITHIN THE BUILDING AREA.
<br />ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA, SHALL BE COMPACTED
<br />SUCH THAT IT CAN ADEQUATELY SUPPORT A 2,000 P.S.F. FOUNDATION LOADING.
<br />SLAB SHALL BE PLACED OVER A 6 MIL VAPOR BARRIER ON CLEAN, ADEQUATELY
<br />COMPACTED AND TERMITE POISONED SOIL,
<br />CONCRETE UTILIZED IN THE FOUNDATIONS AND SLABS SHALL HAVE A MINIMUM 28 DAY
<br />COMPRESSIVE STRENGTH OF 2,500 P.S.I.
<br />REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
<br />WITH ASTM A-615. LAP SPLICES, WHERE REQUIRED, SHALL BE A MINIMUM OF 25"
<br />FOR •5 REBAR, 30" FOR •6 REBAR 4 35" FOR 01 REBAR.
<br />PLANS ARE ENGINEERED FOR A MAXIMUM STEMWALL HEIGHT OF 4 COURSES (AFTER
<br />FINAL SITE GRADING). THE CONTRACTOR OR BUILDING OWNER SHALL DETERMINE THE
<br />EXACT STEMWALL HEIGHT BASED UPON SITE CONDITIONS PRIOR TO POURING THE FOUNDATION
<br />AND CONTACT ARKAY ENGINEERING WHEN MORE THAN 4 COURSES ARE REQUIRED.
<br />A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE
<br />SITE FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND
<br />A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY THE REQUIRED BUILDING SETBACKS.
<br />MASONRY WALLS:
<br />CONCRETE MASONRY UNITS SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WITH ASTM C-90
<br />AND SHALL HAVE A MINIMUM F'M OF 1,500 P.5.1.
<br />MORTAR SHALL CONFORM TO ASTM C-210 AND SHALL BE EITHER TYPE M OR S.
<br />REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
<br />WITH ASTM A-615. LAP SPLICES, WHERE REQUIRED, SHALL BE A MINIMUM OF 25"
<br />FOR 05 REBAR, 30" FOR 06 REBAR 4 35" FOR "1 REBAR.
<br />GROUT FOR THE POURED CELLS AND LINTELS SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE
<br />OF 3/8", PLACED AT AN 8 TO 11 INCH SLUMP AND HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH
<br />OF 2,500 P.S.I. (WHEN TESTED PER ASTM C-1019),
<br />PROVIDE CLEAN -OUT OPENINGS (12 $0. IN.) IN CELLS CONTAINING SPLICED REINFORCEMENT, WHEN
<br />THE GROUT POUR EXCEEDS 5 FEET IN HEIGHT.
<br />TIMBER MATERIALS:
<br />ALL TIMBER MATERIALS SHALL BE AS FOLLOWS:
<br />ALL LUMBER IN CONTACT WITH MASONRY WILL BE PRESSURE TREATED
<br />MATERIALS
<br />INTERIOR STUD WALLS TO BE OF 2 X 4 02 SPRUCE OR BETTER WITH SINGLE 2 X 4 P.T.
<br />PINE BOTTOM PLATE AND SINGLE 2 X 4 02 SPRUCE TOP PLATE WITH STUDS SPACED
<br />MAXIMUM 24" OC. WALLS TO HAVE 1/2" GYPSUM BOARD EACH SIDE, WITH WALLS AT
<br />GARAGE TO HAVE MINIMUM R-I1 INSULATION
<br />ATTIC ACCESS:
<br />ATTIC ACCESS SHALL BE PROVIDED TO ATTIC AREAS EXCEEDING 30 80. FT. AND HAVING MINIMUM
<br />30 INCHES OF VERTICAL HEIGHT. ROUGH -FRAMED OPENING NOT TO BE LESS THAN 22 X 30 INCHES.
<br />WHEN MECHANICAL EQUIPMENT IS LOCATED IN THE ATTIC, IT SHALL BE INSTALLED IN ACCORDANCE
<br />WITH THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION M1305.1,3
<br />GARAGE:
<br />NO OPENINGS SHALL BE PERMITTED FROM A GARAGE INTO A SLEEPING ROOM. OTHER OPENINGS
<br />BETWEEN THE GARAGE AND RESIDENCE SHALL HAVE A DOOR (MIN. 1 3/8" THICK), OF SOLID WOOD,
<br />SOLID OR HONEYCOMB CORE STEEL, OR 20-MINUTE FIRE -RATED WITH SELF CLOSING HINGES.
<br />WALLS SEPARATING THE GARAGE AND RESIDENCE SHALL HAVE MIN, 1/2" GYPSUM BOARD
<br />APPLIED TO THE GARAGE SIDE. THE CEILING SHALL HAVE MIN. 1/2" GYPSUM BOARD APPLIED
<br />TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED BY ALL
<br />HABITABLE ROOMS ABOVE WITH MIN, 5/8" 'TYPE-X' GYPSUM BOARD IN COMPLIANCE WITH THE
<br />FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R30S
<br />THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE
<br />AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND
<br />EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE
<br />PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION
<br />DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF
<br />REPAIRS OR DELAY TO THE CONSTRUCTION
<br />SOIL TERMITE TREATMENT:
<br />TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING PESTICIDES
<br />APPLIED TO SOIL, OR WOOD, BAITING SYSTEMS, OR OTHER APPROVED PROTECTION LABELED FOR
<br />USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION.
<br />A "CERTIFICATE OF COMPLIANCE" SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED
<br />PEST CONTROL COMPANY BEFORE A "CERTIFICATE OF OCCUPANCY" WILL BE ISSUED. THE CERTIFICATE
<br />SHALL STATE
<br />"THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
<br />TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA
<br />DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES,"
<br />IF A REGISTERED TERMITICIDE BAIT SYSTEM IS TO BE USED FOR SUBTERRANEAN TERMITE PREVENTION,
<br />DO NOT APPLY. A SIGNED FIVE YEAR CONTRACT FROM THE I5SUE
<br />OF THE CERTIFICATE OF OCCUPANCY ASSURING INSTALLATION, MAINTENANCE AND MONITORING OF THE
<br />BAITING SYSTEM SHALL BE PROVIDED TO THE BUILDING OFFICIAL PRIOR TO THE SLAB POUR. THE SYSTEM
<br />MUST BE INSTALLED PRIOR TO FINAL BUILDING APPROVAL.
<br />INITIAL SOIL POISONING TREATMENT SHALL BE DONE AFTER ALL EXCAVATION,
<br />BACKFILLING 4 COMPACTION ARE COMPLETE
<br />ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RE -TREATED
<br />(INCLUDING ANY BOXED OR FORMED AREAS) -
<br />BOXED AREAS IN THE CONCRETE SLAB FOR INSTALLATION OF TRAPS SHALL BE MADE
<br />WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF AN
<br />ADEQUATE SIZE 4 DEPTH TO ELIMINATE ANY DISTURBANCE OF THE SOIL AFTER THE
<br />INITIAL TREATMENT.
<br />A MINIMUM 6 MIL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL
<br />DILUTION. IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE -TREATMENT
<br />SHALL BE REQUIRED
<br />ANY CONCRETE OVERPOUR, MORTAR OR STUCCO MATERIALS ALONG THE FOUNDATION PERIMETER
<br />MUST BE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT
<br />EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE
<br />WITHIN 12 INCHES OF THE STRUCTURE SIDE WALLS
<br />AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE INSTALLED AFTER CONSTRUCTION IS
<br />COMPLETE (INCLUDING LANDSCAPING AND IRRIGATION). ANY SOILS DISTURBED AFTER THE
<br />VERTICAL BARRIER 15 APPLIED, SHALL BE RE -TREATED,
<br />CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 12 INCHES AWAY FROM THE
<br />BUILDING SIDEWALLS (PER FBC R3181
<br />AFTER ALL WORK IS COMPLETED, ANY LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW
<br />AND WITHIN 12 INCHES OF THE BUILDING. THIS SHALL INCLUDE ALL GRADE STAKES, TUB TRAP BOXES
<br />FORMS, SHORING AND ANY OTHER CELLULOSE CONTAINING MATERIALS.
<br />THE DISTANCE FROM THE EXTERIOR WALL COVERING (EXCEPTIONS: PAINT AND DECORATIVE
<br />CEMENTITIOUS FINISHES LESS THAN 5/8 INCH THICK ADHERED DIRECTLY ONTO THE FOUNDATION
<br />WALL) AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES TO ALLOW FOR INSPECTION
<br />FOR FUTURE TERMITE INFESTATIONS
<br />TRUSSES:
<br />IF THE CONTRACTOR, TRUSS MANUFACTURER OR ANY OTHER DESIGN PROFESSIONALS REVISE THE
<br />TRUSS SYSTEM LAYOUT FROM THOSE SHOWN ON THESE PLANS T. L. HANSON 4 ASSOCIATES IS
<br />REQUIRED TO REVIEW ALL FINAL CONSTRUCTION DOCUMENTS FOR COMPLIANCE WITH THE DESIGN
<br />INTENT PRIOR TO COMMENCEMENT OF THE PROJECT.
<br />EXTERIOR WINDOWS 4 DOOR ASSEMBLIES:
<br />ALL EXTERIOR WINDOW 4 GLASS DOORS SHALL BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA
<br />101/162 STANDARDS AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER,
<br />PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY.
<br />ALL MULLIONS AND ADJACENT DOOR/WINDOW ASSEMBLIES SHALL BE TESTED OR ENGINEERED TO
<br />TRANSFER 1.5 TIMES THE DESIGN LOADS TO THE ROUGH OPENING SUBSTRATE.
<br />INSTALL ALL WINDOW 4 DOOR ASSEMBLIES PER THE MANUFACTURERS ANCHORING RECOMMENDATIONS
<br />TO ACHEIVE THE DESIGN PRESSURES SPECIFIED,
<br />ELECTRICAL, PLUMBING 4 MECHANICAL:
<br />IN ACCORDANCE WITH CHAPTER 411.003(2XU OF THE FLORIDA ADMINISTRATIVE CODE: ELECTRICAL,
<br />PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTORS TO
<br />MEET ALL APPLICABLE CODES. THE ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS DRAWN HEREON
<br />ARE BASED UPON A DESIGN PROVIDED BY THE OWNER TO ADDRESS HIS/HER REQUIREMENTS.
<br />ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN (WITHIN 6 FEET OF SINKS), GARAGE AND AT
<br />EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND -FAULT INTERRUPTER "GFI" CIRCUIT.
<br />ALL ELECTRICAL OUTLETS IN BEDROOMS SHALL BE WIRED INTO AN ARC -FAULT INTERRUPTER
<br />"AFI" CIRCUIT.
<br />SAFETY GLAZING:
<br />THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSES OF
<br />GLAZING PER THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R305:
<br />(U GLAZING IN SWINGING DOORS, FIXED AND SLIDING PANELS OF SLIDING DOOR
<br />ASSEMBLIES.
<br />(2) GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM
<br />ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PORTION OF A BUILDING WALL
<br />ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS
<br />THAN 60 INCHES ABOVE THE DRAIN INLET.
<br />(3) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE
<br />THE NEAREST VERTICAL EDGE IS WITHIN A 24 INCH RADIUS OF THE DOOR IN A
<br />CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE
<br />FINISHED FLOOR OR WALKING SURFACE.
<br />(4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS
<br />DESCRIBED IN ITEMS (2) AND (3) ABOVE. THAT MEETS ALL OF THE FOLLOWING
<br />CONDITIONS:
<br />A) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 80, FT,
<br />B) BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR.
<br />C) TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR,
<br />D) ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE
<br />PLANE OF THE GLAZING.
<br />REFER TO THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308 FOR ADDITIONAL AREAS
<br />THAT MAY BE CONSIDERED A HAZARDOUS LOCATION FOR THE PURPOSE OF GLAZING.
<br />DRAFTSTOPPING:
<br />IN SINGLE FAMILY DWELLINGS, DRAFTSTOPPING SHALL BE PROVIDED (PARALLEL TO THE MAIN
<br />FRAMIMG MEMBERS) IN FLOOR/CEILING ASSEMBLIES SEPARATING USEABLE SPACES. DRAFTSTOPPING
<br />SHALL BE CONSTUCTED SUCH THAT THE FLOOR/CEILING ASSEMBLY 15 BROKEN UP INTO TWO OR
<br />MORE APPROXIMATE AREAS WITH NO AREA GREATER THAN 1000 SQ. FT.
<br />1/2" CDX OR 1/16," O5B ROOF SHEATHING
<br />NAILED PER ROOF SHEATHING DETAIL WITH
<br />81) NAILS, USE STEEL PLYCLIPS AND GAF
<br />UNDERLAYMENT AND GAF SHINGLES
<br />RIDGE VENT AS REQUIRED
<br />SEE ROOF TRUSS PLAN FOR TRUSS CONNECTIONS
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<br />2X4 02 SPRUCE SUB FASCIA WITH R-30 INSULATION
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<br />I HERBY CER Nt•11 la • � SPECIFICATIONS
<br />WERE PREPARkl:► � IRECt SUPERVISION
<br />ARE IN COMPLIA�,t� SECTION 1609 OF THE
<br />FLORIDA BUILDING full (t >� ITION AND ASCE 1-10
<br />FOR 13S MPH WIND ZONE RISK CATEGORY II AND THE ENTIRE
<br />2011 BUILDING CODE RESIDENTIAL 6TH EDITION
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<br />ADDITION AREA
<br />PORCH 221 80. FT,
<br />GARAGE 85 SQ. FT.
<br />PCB
<br />4 OF
<br />
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