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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 />SLAB:
<br />LIVE LOAD - 50 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,
<br />DEAD LOAD (TRUSS BOTTOM CHORD) - 10 P.S.F,
<br />ASSUMED TRUSS SELF WEIGHT (DEAD LOAD) - 1 P,S,F,
<br />WIND:
<br />BUILDING IS 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
<br />COMPONENT t 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 1 EXPOSURE ADJUSTMENT
<br />COEFFICIENT • I,O
<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 />1
<br />N/A
<br />+32,3/-35.3
<br />2
<br />3
<br />-11016
<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 t 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 SITE
<br />NOR PERFORMING ANY SOIL TESTING.
<br />T.L, HANSON SHALL NOT BE RESPONISIBLE FOR THE SITE SOILS ABILITY TO SUPPORT
<br />THE BUILDING LOADS.
<br />FOUNDATIONS E SLAB -ON -GRADS -
<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 06 REBAR t 35" FOR "1 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 OFF 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 />TIMBER MATERIALS:
<br />ALL TIMBER MATERIALS SHALL BE AS FOLLOWS:
<br />ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED AND APPROVED
<br />PRIOR TO REQUESTING THE FRAMING INSPECTION.
<br />IF DESIRED, EQUIVALENT CONNECTORS MADE BY ANOTHER SUPPLIER MAY BE USED IN PLACE OF THE
<br />"USP" OR "SIMPSON" CONNECTORS SHOWN.
<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 "2 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-II INSULATION
<br />ATTIC ACCESS:
<br />ATTIC ACCESS SHALL BE PROVIDED TO ATTIC AREAS EXCEEDING 30 SQ, 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 />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 IS BROKEN UP INTO TWO OR
<br />MORE APPROXIMATE AREAS WITH NO AREA GREATER THAN 1000 SQ, FT,
<br />NVAC FLAN N.T.S.
<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 ISSUE
<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 t 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 IS APPLIED, SHALL BE RE -TREATED.
<br />CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 12 INCHES AWAY FROM THE
<br />BUILDING SIDEWALLS (PER FBC R318),
<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 # DOOR ASSEMBLIES:
<br />ALL EXTERIOR WINDOW 4 GLASS DOORS SHALL BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA
<br />101/I62 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 t DOOR ASSEMBLIES PER THE MANUFACTURERS ANCHORING RECOMMENDATIONS
<br />TO ACHEIVE THE DESIGN PRESSURES SPECIFIED.
<br />ELECTRICAL, PLUMBING E MECHANICAL:
<br />IN ACCORDANCE WITH CHAPTER 411,003(2)(1) 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 R308:
<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 $0. 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 />PRODUCT CATEGORY
<br />STRUCTURAL COMPONET
<br />ROOFING
<br />ROOFING
<br />WINDOWS
<br />WINDOWS
<br />SOFFIT E FASCIA TRIM
<br />EXTERIOR DOORS
<br />APPROVED PRODUCT LIST
<br />SUB CATEGORY MANUFACTURER
<br />H10
<br />ASPHALT
<br />UNDERLAYMENT
<br />SINGLE HUNG
<br />NON IMPACT
<br />FIXED GLASS
<br />NON IMPACT
<br />SIMPSON
<br />GAF SINGLES ALL
<br />GAF
<br />PLYGEM 1500
<br />PLYGEM 1500
<br />STATE OF FL.
<br />APPROVAL "
<br />FL 10456
<br />FL 10124.1
<br />FL 10626.1
<br />FL 16103.1
<br />FL 16104.2
<br />SOFFIT AMERICAN CONSTRUCTION METALS FL 1201CM
<br />DOUBLE SWINGING PLAST PRO FL 15221.10
<br />ELECTRICAL LEGEND
<br />220 V G.F,I, 110 V
<br />J GROUND FAULT
<br />(� SWITCH RECEPTACLE
<br />IIOV LIGHT
<br />110 V CAN BE CEILING
<br />OR WALL (TYP)
<br />WP 110 V
<br />(� WATERPROOF SMOKE
<br />`D OUTLET lie DETECTOR
<br />CARBON
<br />CEILING OC MONOXIDE
<br />FAN W/ LIGHT UNIT
<br />WALL SCONCE
<br />1/2" COX OR 1116" 0513 ROOF SNFATNING
<br />NAILED PER ROOF SHEATHING DETAIL
<br />WITH SD NAILS, USE STEEL PLYCLIPS
<br />AND GAF UNDERLAYMENT AND GAF
<br />SHINGLES,
<br />SEE TRUSS LAYOUT
<br />2X4 WOOD SUB FASCIA WITH
<br />ALUMINUM FASCIA AND DRIP
<br />ALUMINUM SOFFIT
<br />VINLY INSULATED WINDOWS
<br />2X4 »2 SPRUCE STUD WALL SPACED 16" OC WITH 1/2" CDX
<br />OR 1/16" OSB WALL WALL SHEATHING NAILS 3" OC ON
<br />ALL PLATES AND 6" OC ON VERTICAL STUDS. COVER
<br />WITH TYVEK HOUSE WRAP AND GALV PAPER BACK
<br />WIRE LATH AND 1/8" STUCCO,
<br />SINGLE 2X4 P.T. BOTTOM PLATE SECURED
<br />TO SLAB WITH A301 ALL THREAD RODS
<br />PLACED AS SHOW ON FLOOR PLAN
<br />GRADE ro
<br />1211
<br />ENGINEERED ROOF
<br />TRUSSES 24" OC
<br />MINIMUM R-30 INSULATION
<br />IN ATTIC AREAS
<br />1/2" CEILING TYPE
<br />DBL 2 X 4 GYPSUM BOARD
<br />TOP PLATE
<br />DBL 2 X 12 02 PINE WITH ONE
<br />LAYER 1/2" PLYWOOD IN CENTER
<br />OVER ALL DOOR AND WINDOW
<br />OPENINGS
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<br />0ANSOI°? .EENE N38654
<br />'� �,O.BOX 1128*AD CIT' , FLT526
<br />I HERBY Cr T1�S,PLA i SPECIFICATIONS
<br />WERE PRE $ 1 OR UNDI FIG
<br />%V C IRECT SUPERVISION
<br />ARE IN CO 1�H Capibt/hECTION 1609 OF THE
<br />FLORIDA BUILC bd f 261Yx6Ti 6lfION AND ASCE 1-10 3 O 3
<br />FOR 139 MPH WIN1 ESYC x T,ECaORY II AND THE ENTIRE
<br />2011 BUILDING COD ' 16,$Ll1L 6TH EDITION
<br />
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