|
p
<br />GENER,4L NOTES:
<br />THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2010 FLORIDA BUILDING CODE
<br />AND THE 2010 FLORIDA BUILDING CODE - RESIDENTIAL.
<br />T.L. HAN50N 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: GARAGE SLAB:
<br />LIVE LOAD - 40 P.S.F, LIVE LOAD - 50 P.S.F.
<br />DEAD LOAD - 10 P.S.F. 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 2010 FLORIDA
<br />BUILDING CODE, RESIDENTIAL - SECTION R301.2.1.1. AND 2010 FLORIDA BUILDING CODE
<br />SECTION 1609.1.E
<br />WIND DESIGN ASSUMPTIONS:
<br />BUILDING EXPOSURE - B
<br />BUILDING RISK CATEGORY - II
<br />MEAN ROOF HEIGHT 30' OR LESS
<br />HEIGHT 4 EXPOSURE ADJUSTMENT
<br />COEFFICIENT - 1.0
<br />ENCLOSED BUILDING
<br />INTERNAL PRESSURE COEFFICIENT - +/- 0.16
<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 />SOIL BEARING 4 COMPACTION:
<br />COMPONENT 4 CLADDING WIND LOADS
<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 />-110AP
<br />+32,3/-OS,0
<br />4
<br />N/A
<br />+35,3/-38.2
<br />5
<br />N/A
<br />+35,3/-41,2
<br />THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE 501L BEARING CAPACITY OF 2,000 P•5.F,
<br />(MINIMUM). THE CONTRACTOR/PROPERTY OWNER ARE RESPONSIBLE FOR VERIFYING THAT THE 501L
<br />ON THE SITE 15 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 51TE
<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 4 SLAB -ON -GRADE:
<br />BUILDING 51TE 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.5.1,
<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 "6 REBAR 4 35" FOR "1 REBAR.
<br />PLANS ARE ENGINEERED FOR A MAXIMUM 5TEMWALL HEIGHT OF 4 COURSES (AFTER
<br />FINAL SITE GRADING). THE CONTRACTOR OR BUILDING OWNER SHALL DETERMINE THE
<br />EXACT 5TEMWALL HEIGHT BASED UPON 51TE 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 />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-11 INSULATION
<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 (PER FBC R318):
<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 />SECTIONS R318.1 THROUGH R318,1 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. (PER FBC R318)
<br />INITIAL SOIL POISONING TREATMENT SHALL BE DONE AFTER ALL EXCAVATION,
<br />BACKFILLING 4 COMPACTION ARE COMPLETE (PER FBC R318),
<br />ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RE -TREATED
<br />(INCLUDING ANY BOXED OR FORMED AREAS) - (PER FBC R318).
<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. (PER FBC R318)
<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 (PER FBC R318).
<br />ANY CONCRETE OVERPOUR, MORTAR OR STUCCO MATERIALS ALONG THE FOUNDATION PERIMETER
<br />MUST BE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT (PER FBC R318),
<br />EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE
<br />WITHIN 12 INCHES OF THE STRUCTURE SIDE WALLS (PER FBC R318).
<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. (PER FBC R318)
<br />CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 12 INCHES AWAY FROM THE
<br />BUILDING SIDEWALLS (PER FBC R318).
<br />AFTER ALL WORK 15 COMPLETED, ANY L005E 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. (PER FBC R318)
<br />THE DISTANCE FROM THE EXTERIOR WALL COVERING (EXCEPTIONS: PAINT AND DECORATIVE
<br />CEMENTITIOUS FINISHES LE55 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 (PER FBC R104),
<br />TRUSSES:
<br />IF THE CONTRACTOR, TRU55 MANUFACTURER OR ANY OTHER DESIGN PROFE551ONAL5 REVISE THE
<br />TRU65 SYSTEM LAYOUT FROM THOSE SHOWN ON THESE PLANS T. L. HAN50N 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 />101/152 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 51,155TRATE.
<br />INSTALL ALL WINDOW 4 DOOR ASSEMBLIES PER THE MANUFACTURERS ANCHORING RECOMMENDATIONS
<br />TO ACHEIVE THE DESIGN PRE55URE5 SPECIFIED.
<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 15 LESS
<br />T AN 60 INCHES ABOVE THE DRAIN INLET.
<br />i3) ILAZING 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 />C�05ED 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 S SQ, FT.
<br />B) BOTTOM EDGE LE65 THAN 18 INCHES A80VE THE FLOOR.
<br />C) TOP EDGE GREATER THAN 36 INCHE5 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 R305 FOR ADDITIONAL AREAS
<br />THAT MAY BE CONSIDERED A HAZARDOUS LOCATION FOR THE PURPOSE OF GLAZING.
<br />51.00' b1.00'
<br />0
<br />0
<br />o
<br />1' 6"
<br />12' 6"
<br />23' 6" 1' 6"
<br />O
<br />SHED
<br />0
<br />PROPOSED
<br />GARAGE
<br />O
<br />0
<br />CARPORT
<br />MOBILE HOME
<br />s
<br />10' O"
<br />31' 0"
<br />10101.
<br />i
<br />a
<br />W
<br />a
<br />51.00
<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 WIH NOT BE LIABLE FOR COST OF
<br />REPAIRS OR DELAY TO THE CONSTRUCTION
<br />51,00
<br />VULCAN CIRCLE
<br />----------------
<br />SITE PLAN I" = 20'0'
<br />w
<br />ENGINEERED ROOF
<br />TRUSSES 10 3611 OC
<br />iX4 02 PINE LATERAL BRACING
<br />ATTACHED TO BOTTOM CORD OF
<br />TRUSS 6 24" OC WITH (2) ICE) NAILS
<br />2X4 02 PINE PURLINS a 3611 OC ATTACHED
<br />TO TOP CORD OF TRUSSES WITH (2) 16D NAILS
<br />26 aA PBR METAL ROOF PANEL5 5ECURED
<br />TO PURLINS PER MANUFACTURES SPECIFICATIONS
<br />DOUBLE 2X6 02
<br />SPRUCE TOP PLATE
<br />DOUBLE 2X12 02 PINE BOXED BEAM
<br />WITH 2X6 02 PINE AT TOP AND BOTTOM
<br />NAILED 6ia OC WITH 12D NAILS ABOVE
<br />ALL OPENINGS
<br />2X6 02 SPRUCE STUDS
<br />SPACED 16" OC
<br />4" MONO SLAB WITH 6/6 10/10 WIRE
<br />MESH OR FIBER MESH OVER 6 MILL
<br />VISQUEEN, CLEAN COMPACT TERMITE
<br />TREATED FILL
<br />SINGLE 2Xro P.T.
<br />BOTTOM PLATE
<br />10"X20" FOOTING WITH (3)
<br />05 REBAR ON CHAIRS
<br />Q
<br />SIMPSON H10 CLIP AT ALL
<br />ROOF TRUSSES TO WOOD
<br />WALLS, FILL NAIL HOLES
<br />WITH IODX 1 1/2" NAILS
<br />2X4 WOOD SUB FASCIA WITH
<br />ALUMINUM SOFFIT AND FASCIA
<br />1/16" OSB SHEATHING NAILED 3" OC ON
<br />TOP AND BOTTOM PLATES AND 611 OC
<br />ON STUDS. COVER SHEATHING WITH TYVEK
<br />HOUSE WRAP AND VINYL LAP SIDING PER
<br />MANUFACTURES SPECIFICATIONS
<br />1/2" 430-I ALL THREAD ROD LOCATIONS WITH 5/SIIX-V
<br />REDHEAD EXPANSION (1/21fBOLT SIZE) IN SLAB AT
<br />BOTTOM, USE 1/2" COUPLING NUT TO SECURE ROD
<br />TO EXPANSION BOLT. ROD TO EXTEND THROUGH
<br />TOP PLATE WITH 1/2"X211X2" SQUARE WASHER AND
<br />NUT AT TOP, PLACE RODS AT EACH SIDE OF ALL
<br />OPENINGS, AT CORNERS AND SPACED MAXIMUM
<br />6'0" OC
<br />GRADE
<br />O '05 VERTICAL REBAR
<br />AT ALL CORNERS AND
<br />11 all SPACE 4a" OC WITH CELLS
<br />POURED SOLID
<br />-*1 4
<br />5UILDING CUT SECTION DETAIL
<br />NOT TO SCALE
<br />e1 li: g$a5' sFrt a�
<br />4
<br />I HEREBY C THAT I HAVE REDJED:WTTACHED
<br />DESIGN6 ALJ�ND IT 14(13 0� ��''LIAj 2 t11FTH CHAPTER
<br />16, 5ECT101_1 OF THE FLORYBEIILDING ME AND ASCE
<br />1-10 FOR I= MPW SPEED R15K CATEGORY q AN=THE ENTIRE
<br />2010 FLOREAbC1IL/D_ING COD*RESIDENTIAL;
<br />T.L.
<br />P.O.
<br />m
<br />In
<br />Z�NN
<br />z
<br />z vi
<br />m
<br />0
<br />®
<br />00
<br />0II^
<br />Z
<br />ON
<br />>-n
<br />Z 5
<br />®W�
<br />HI u
<br />E m
<br />z
<br />W
<br />L
<br />W .�
<br />0
<br />A U
<br />>n
<br />0
<br />n0
<br />ZQ
<br />mf
<br />m
<br />_
<br />fU
<br />In
<br />I-
<br />w
<br />T N
<br />Inm
<br />.
<br />Quu
<br />j W
<br />jX
<br />a) LL
<br />mLL
<br />0
<br />m
<br />in
<br />11.1
<br />0X m m
<br />`o W
<br />Z
<br />Z
<br />Z
<br />z
<br />z 0
<br />z 0
<br />„V
<br />U '<
<br />W
<br />U
<br />zz
<br />a
<br />_j
<br />_j 111
<br />i
<br />N
<br />�z
<br />~
<br />t—
<br />•0
<br />z l5
<br />U w
<br />m
<br />®
<br />N
<br />:n
<br />m
<br />Q
<br />z
<br />Q
<br />N
<br />m 1
<br />�
<br />�
<br />O
<br />Q
<br />�
<br />z
<br />Q
<br />Q
<br />O
<br />U-
<br />Q
<br />0—
<br />O
<br />uj
<br />V
<br />z
<br />'N
<br />t
<br />l
<br />O
<br />O
<br />Y
<br />TOTAL AREA
<br />1240 SQ, ET,
<br />FG
<br />30F3
<br />r
<br />
|