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GENERAL NOTES:
<br />THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2010 FLORIDA BUILDING CODE
<br />ARKAY ENGINEERING, INC.; A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL
<br />ENGINEERING COMPANY; HAS APPLIED "RATIONAL ANALYSIS" FOR THE STRUCTURAL DESIGN
<br />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 - 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) - 7 P.S.F.
<br />WIND:
<br />BUILDING IS DESIGNED TO CONFORM TO ASC:E 7-10, CHAPTERS 28 THRU 31; PER 2010 FLORIDA
<br />BUILDING CODE SECTION 1609.1.1.
<br />COMPONENT & CLADDING WIND LOADS
<br />WIND DESIGN ASSUMPTIONS:
<br />BUILDING EXPOSURE - B
<br />BUILDING RISK CATEGORY - II
<br />MEAN ROOF HEIGHT 30' OR LESS
<br />HEIGHT & 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 />1
<br />N/A
<br />+32.3/-35.3
<br />2
<br />-65.7
<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/-47.2
<br />SOIL BEARING & 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 & COMPACTED SUCH THAT IT CAN SUPPORT A 2,000 P.S.F.
<br />FOUNDATION LOADING.
<br />ARKAY ENGINEERING, INC.; A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL
<br />ENGINEERING COMPANY; DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION SITE
<br />NOR PERFORMING ANY SOIL TESTING.
<br />ARKAY ENGINEERING, INC. SHALL NOT BE RESPONISIBLE FOR THE SITE SOILS ABILITY TO SUPPORT
<br />THE BUILDING LOADS.
<br />FOUNDATIONS & 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 & 35" FOR #7 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 />1/2" CDX ROOF SHEATHING NAILED PER ROOF
<br />SHEATHING DETAIL WITH 8D RS NAILS. COVER
<br />WITH #30 FELT. INSTALL MASTER RIB 26 GA
<br />PAINTED STEEL ROOFING OR EQUAL AS PER
<br />MANUFACTURES SPECIFICATIONS
<br />SECURE ALL ROOF TRUSSES TO BLOCK WALLS
<br />USING SIMPSON HETA20 TRUSS STRAPS, FILL
<br />NAIL HOLES WITH 10DX 1 1/2' NAILS
<br />TOP OF BLOCK WALL 8' 4"
<br />I
<br />V 4" 2' 0"
<br />2X4 WOOD SUB FASCIA WITH OVERHANG CANTILEVER
<br />ALUMINUM FASCIA, DRIP AND
<br />VINYL SOFFIT MATERIALS
<br />NO INSULATION IN WALLS
<br />0
<br />ao
<br />STRUCK JOINT PAINTED
<br />BLOCK WALLS ON EXTERIOR
<br />BUILDING FINISH FLOOR 0'
<br />c
<br />APPROXIMATE FINAL GRADE
<br />0
<br />BOTTOM OF FOOTING
<br />SOIL TERMITE TREATMENT: PER FBC 2304.11 '
<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 />INITIAL SOIL POISONING TREATMENT SHALL BE DONE AFTER ALL EXCAVATION,
<br />BACKFILLING & 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 & 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
<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 />EXTERIOR WINDOWS & DOOR ASSEMBLIES:
<br />ALL EXTERIOR WINDOW & GLASS DOORS SHALL BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA
<br />101/IS2 STANDARDS AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER,
<br />PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY.
<br />ALL MULLIONS AND ADJACENT DOORMINDOW ASSEMBLIES SHALL BE TESTED OR ENGINEERED TO
<br />TRANSFER 1.5 TIMES THE DESIGN LOADS TO THE ROUGH OPENING SUBSTRATE.
<br />INSTALL ALL WINDOW & DOOR ASSEMBLIES PER THE MANUFACTURERS ANCHORING RECOMMENDATIONS
<br />TO ACHEIVE THE DESIGN PRESSURES 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 -
<br />( 1) GLAZING IN SWINGING DOORS, FIXED AND SLIDING PANELS OF SLIDING DOOR
<br />ASSEMBLIES.
<br />() 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 (Z AND (3) ABOVE. THAT MEETS ALL OF THE FOLLOWING
<br />CONDITIONS:
<br />A) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQ. 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 />ENGINEERED ROOF TRUSSES
<br />NO INSULATION IN ATTIC
<br />4X8 JAMES HARDI 8" VERTICAL GROOVE
<br />SHEETS APPLIED TO BOTTOM OF ROOF
<br />TRUSSES WITH 8D NAILS 8" OC (TYP)
<br />SINGLE COARSE KNOCK OUT LINTEL
<br />BLOCK COARSE AT TOP OF WALL WITH
<br />145 HORIZONTAL REBAR TIED TO ALL
<br />VERTICAL RODS, POUR SOLID WITH
<br />3000 PSI CONCRETE
<br />_8" PRECAST LINTEL OVER ALL
<br />OPENINGS IN WALL (TYP)
<br />STRUCK JOINT PAINTED
<br />BLOCK WALLS ON INTERIOR
<br />#5VERTICAL REBAR FROM FOOTINGS TO TOP
<br />OF WALL AT LOCATIONS SHOWN ON FLOOR AND
<br />FOUNDATION PLAN TIED TO ALL REBAR IN LINTEL.
<br />AND FOOTINGS. POUR CELL SOLID WITH 3000 PSI
<br />CONCRETE. ALL REBAR LAP TO BE MINIMUM 25"
<br />4" 3000 PSI CONCRETE OVER CLEAN COMPACT
<br />TERMITE TREATED SOIL. COVER WITH 6 MILL
<br />VISQUEEN AND USE 6/6 10/10 WIRE MESH
<br />\ 16"X12" 3000 PSI CONCRETE FOOTING
<br />WITH WITH 2-0 REBAR ON CHAIRS
<br />WALL SECTION DETAIL S-1
<br />NOT TO SCALE
<br />USE 1 SIMPSON HETA20 STRAP AT ONE
<br />SIDE OF ALL ROOF TRUSSES AT BLOCK 12' 0" 2'0" 24" CANTILEVER ROOF LINE
<br />WALL. FILL NAIL HOLES WITH 10DX 1/2"
<br />NAILS.
<br />r
<br />r �x
<br />ENGINEERED ROOF TRUSS PLAN 1/4" = 1101
<br />1
<br />1/2" CDX ROOF SHEATHING NAILED PER ROOF
<br />SHEATHING DETAIL WITH 8D RS NAILS. COVER
<br />WITH #30 FELT.INSTALL MASTER RIB 26 GA
<br />PAINTED STEEL ROOFING OR EQUAL AS PER
<br />MANUFACTURES SPECIFICATIONS
<br />SECURE ALL ROOF TRUSSES TO BLOCK WALLS
<br />USING SIMPSON HETA20 TRUSS STRAPS, FILL
<br />NAIL HOLES WITH 10DX 1 1/2' NAILS
<br />0
<br />60
<br />TOP OF BLOCK WALL 8' 4"
<br />I
<br />1, 4„
<br />2X4 WOOD SUB FASCIA WITH OVERHANG
<br />ALUMINUM FASCIA, DRIP AND
<br />VINYL SOFFIT
<br />NO INSULATION IN WALLS
<br />STRUCK JOINT PAINTED
<br />BLOCK WALLS ON EXTERIOR
<br />BUILDING FINISH FLOOF
<br />0
<br />BOTTOM OF FOOTING
<br />2x4 CROSS -BRACING @ RIDGE
<br />20'-0" MAX I7
<br />Lq
<br />I
<br />a
<br />IN
<br />lm_
<br />m
<br />Ims
<br />MR
<br />SEE TRUSS SYSTEM ENGINEERING DRAWINGS FOR ANY ADDITIONAL
<br />BRACING OR CROSS BRACING REQUIREMENTS
<br />REQ. MINIMUM TRUSS BRACING
<br />t ENGINEERED ROOF TRUSSES
<br />NO INSULATION IN ATTIC
<br />4X8 JAMES HARDI 6" VERTICAL GROOVE
<br />SHEETS APPLIED TO BOTTOM OF ROOF
<br />TRUSSES WITH 8D NAILS 8" OC (TYP)
<br />SINGLE COARSE KNOCK OUT LINTEL
<br />BLOCK COARSE AT TOP OF WALL WITH
<br />1 #5 HORIZONTAL REBAR TIED TO ALL
<br />VERTICAL RODS, POUR SOLID WITH
<br />3000 PSI CONCRETE
<br />8" PRECAST LINTEL OVER ALL
<br />OPENINGS IN WALL (TYP)
<br />\� STRUCK JOINT PAINTED
<br />BLOCK WALLS ON INTERIOR
<br />#5VERTICAL REBAR FROM FOOTINGS TO TOP
<br />OF WALL AT LOCATIONS SHOWN ON FLOOR AND
<br />FOUNDATION PLAN TIED TO ALL REBAR IN LINTEL.
<br />AND FOOTINGS. POUR CELL SOLID WITH 3000 PSI
<br />CONCRETE. ALL REBAR LAP TO BE MINIMUM 25"
<br />4" 3000 PSI CONCRETE OVER CLEAN COMPACT
<br />TERMITE TREATED SOIL. COVER WITH 6 MILL
<br />VISQUEEN AND USE 6/6 10/10 WIRE MESH
<br />16"X12" 3000 PSI CONCRETE FOOTING
<br />WITH WITH 245 REBAR ON CHAIRS
<br />1' 0" 6"
<br />WALL SECTION DETAIL S-2
<br />NOT TO SCALE
<br />#5 VERTICAL RODS FROM FOOTINGS BELOW TO
<br />TOP OF WALL. PLACED AT ALL CORNERS, EACH —
<br />SIDE OF ALL OPENINGS AND SPACED MAXIMUM
<br />4'0"OC
<br />TOP/BOTTOM CHORD GABLE
<br />END BRACING @ 48" O.C. MAX
<br />FOR THE FIRST 4 ROWS OF
<br />TRUSSES ( MIN 2X4)
<br />W
<br />-1
<br />m
<br />Q
<br />0
<br />CONT. BOTTOM CHORD
<br />BRACING (1"x4" MIN.) @
<br />1 U-0" MAX.
<br />O
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<br />12' 0" 5' 0"
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<br />S-
<br />FOUNDATION PLAN 1/4" = 1' 0'
<br />NOTE:
<br />SEE SANITARY PLAN FOR PLUMBING
<br />FIXTURE LOCATIONS
<br />ROOFEDGE
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<br />GABLE END
<br />PARTIAL ROOF PLAN
<br />ZONE O 8dRING SHANK NAILS AT 6" O.C. AT EDGES
<br />8dRING SHANK NAILS AT 12" O.C. INTERMEDIATE
<br />ZONES 2O O3 8dRING SHANK NAILS AT 6" O.C., 4" O.C. AT
<br />ROOF EDGES, RIDGE LINE, OR GABLE ENDWALL
<br />NOTE: END JOINTS FOR SHEATHING SHALL BE STAGGERED
<br />AND OCCUR OVER A FRAMING MEMBER.
<br />ROOF SHEATHING NAILING
<br />NOT TO SCALE
<br />ENGINEERED ROOF TRUSSES
<br />NO INSULATION IN ATTIC
<br />4X8 JAMES HARDI 8" VERTICAL GROOVE
<br />SHEETS APPLIED TO BOTTOM OF ROOF
<br />TRUSSES WITH 8D NAILS 8" OC (TYP)
<br />SINGLE COARSE KNOCK OUT LINTEL
<br />BLOCK COARSE AT TOP OF WALL WITH
<br />1-#5 HORIZONTAL REBAR TIED TO ALL
<br />VERTICAL RODS, POUR SOLID WITH
<br />3000 PSI CONCRETE
<br />8" PRECAST LINTEL OVER ALL
<br />OPENINGS IN WALL (TYP)
<br />STRUCK JOINT PAINTED
<br />BLOCK WALLS ON INTERIOR
<br />OF EACH SIDE
<br />#5VERTICAL REBAR FROM FOOTINGS TO TOP
<br />OF WALL AT LOCATIONS SHOWN ON FLOOR AND
<br />FOUNDATION PLAN TIED TO ALL REBAR IN LINTEL.
<br />AND FOOTINGS. POUR CELL SOLID WITH 3000 PSI
<br />CONCRETE. ALL REBAR LAP TO BE MINIMUM 25"
<br />4" 3000 PSI CONCRETE OVER CLEAN COMPACT
<br />TERMITE TREATED SOIL. COVER WITH 6 MILL
<br />VISQUEEN AND USE 6/6 10110 WIRE MESH
<br />__\_L
<br />16"X12" 3000 PSI CONCRETE FOOTING
<br />WITH WITH 245 REBAR ON CHAIRS
<br />WALL SECTION DETAIL S'3
<br />NOT TO SCALE
<br />ARKAY ENGINEERING INC.
<br />STRUCTURAL ENGINEERS
<br />�c�`i 3
<br />RfCHARD L. K.Ii D E Y
<br />'
<br />FLORIDA LICENSE NUM3ER ?7296
<br />I HERBY CERTIFY Ti AT E PLANS AND SPECIFICATIONS
<br />WERE PREPARED BY ME OR UNDER ".iY DIRECT SUPERVISION
<br />ARE IN COMPLIANCE WI'rH CHAPTER 16, SECTION 1609 OF THE
<br />FLORIDA BUILDING CODE 2010 AND ASCE 7-10 FOR 137 MPH
<br />WIND ZONE RISK CATEGORY ii
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<br />TOTAL AREA I
<br />152 SQ. FT.
<br />S1
<br />ARKAY # I`wb°Z�
<br />TII�1'iT: IT. I i I TAJ1 1..:m Id7-. CAI 11L..ldi•1 �7R11111 111,.. _l 11 N:..,L � ..1
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